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Home My WebLink AboutTRUSSr Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES; A FLORIDA;QORPORATION RE: Job 66114 st ��11�'UU� ,A-1 Roof Trusses y 4451 St Lucie Blvd Seta Information: Fort Pierce, FL 34946 Customer Info: SHORELINE CONSTRUCTION & MOBIL Project Name: GULINO RESIDENCE Lot/Mock: Model: GULINO RESIDENCE Address: LOT 413 NETTLES ISLAND, JENSEN BEACH, FLsion: 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 165 MPH Roof Load: 55.0 psf Floor Load: 65.0 psf This package includes 51 individual, dated Truss Design Drawings and 0 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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0054239 A01 9/30/16 13 A0054251 :CJ3 9/30/16 25 A0054279 HJ14B 9/30/16 2 A0054240 A02 9/30/16 14 A0054252 CJ3A 9/30116 26 A0054280 HJ2 9/30/16 3 A0054241 A03 9/30/16 15 A0054253 CJ3B 9/30/16 27 A0054281 HJ3 9/30/16 4 A0054242 A04G 9/30/16 16 IA0054254 CJ3C 9/30/16 1 28 A0054282 J5 9/30/16 5 A0054243 A05 9/30/16 17 A0054255 CJ3D 9/30/16 29 A0054283 J6 9/30/16 6 A0054244 A06G 9/30/16 18 A0054256 CJ5 9/30/16 30 A0054284 J7 9/30/16 7 4AO054245 CA 9/30/16 19 A0054257 CJ5A 9/30/16 31 A0054285 J8 9/30/16 8 AO054246 CJ11 9/30/16 20 A0054258 CJ7 9/30/16 32 A0054286 JA 9/30/16 9 A0054247 CJ11A 9/30/16 21 A0054259 CJ7A 9/30/16 33 A0054287 JB 9/30/16 10 A0054248 CJ13 9/30/16 22 A0054260 CA 9/30/16 34 A0054288 JC 9/30/16 11 A0054249 CJ13A 9/30/16 1 23 A0054261 CJ9A 9/30/16 35 A0054289 JD 9/30/16 12 A0054250 I CJ1A 9/30/16 24 IA0054278 I HJ14 9/30/16 36 A0054262 FG01 9/30/16 The truss-drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parametersprovided.byA-1. Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2017. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solelyfor the truss components shown. The suitability and use ofcomponents for any particularbuilding is the responsibility ofthe building designer, perANSlfrPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part ofthe projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design ofthe single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. AnthonyT.T�''"" M:cnu" k o•M'AdeNwse Tombo, III Anthony Tombolll,. E, r ...i�?3B BC A2;21 QD U!'� OU 00 4G';12 i33 L3�;. Page 1 of 2 APA-1 ROOF TRUSSES A FLORIDA;CORFORATION. RE: Job 66114 No. Seal # Truss Name Date 37 A0054263 FG02 9/30/16 38 A0054264 FL01 9130/16 39 A0054265 FL02 9/30/16 40 IA0054266 FL03 9/30/16 41 A0054267 FL04 9/30/16 42 A0054268 FL05 9/30/16 43 A0054269 FL06 9/30/16 44 A0054270 FL07 9/30/16 45 ' A0054271 FL08 9/30/16 46 IA0054272 FL09 9/30/16 47 A0054273 FL10 9/30/16 48 A0054274 FL11 9/30/16 49 A0054275 FL12 9/30116 50 A0054276 FL13 9/30/16 51 A0054277 FL14 9/30/16 17 J. v 1 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 ' 4 Job Truss Truss Type city Ply A0054239 66114 A01 Common 12 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:38 2016 Page 1 I D:wTm KOkRHq UsU VQOTgXgOloyYmwi-xOBq OQ8X? Ldcy9K_NcM6CSNOo68uG Ug6vVI5pyYUCx 6-1-5 11-1-10 16-1-15 22-3-4 6-1-5 5-0-5 5-0-5 6-1-5 3x6 = 3.00 12 4x6 = 3 3x8 I I 3x4 = 4x4 = 3x4 = 8-0-5 14-2-15 Dead Load Defl. =1/4 in 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.18 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.42 6-8 >643 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.18 6-8 >999 240 Weight: 88 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in VA accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1197/0-M (min.0-1-8) 1. = 1253/0-8-0 (min.0-1-8) r Max Horz 1 = 70(LC 12) Max Uplift 5 =-468(LC 9) 1 =-489(LC 8) Max Grav 5 = 1197(LC 1) 1 = 1253(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-3088/1842.2-17=-3071/1850, 2-18=-2710/1590, 3-18=-2656/1597, 3-19=-2788/1680,4-19=-2845/1673, 4-20=-3273/1985, 5-20=-3325/1978 BOT CHORD 1-8=-1709/2950, 7-8=-1194/2171, 6-7=-1 194/2171, 5-6=-1 854/3175 WEBS 3-6=-340/752, 4-6=-617/504, 3-8=-240/606, 2-8=-515/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-1-10, Exterior(2) 11-1-10 to 14-1-10 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 1 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 5 and 489 lb uplift at joint 1. LOAD CASE(S) Standard Wmiy Flmse6unllllrziie he Alle:liCSs3iYld�Fr33l1!tY56,�kUiIAS(UftCxj'UJY3jlOY:(AaYSAI"•Ian �lnifltuptsoa�n,u/rt,l oatcued,fnssti,fla0a mq�IG",a�7�et earl Te ii dyi!k:u tfleeitAeie @lenn.'rc�"t'<-�f lmeetC6;ul� y,Tsiam r s, 4tsetprltW4tlidKYl 1nss�Kgtirau3{ srroer&t je a�taym, nu»m.vTrsxr4h,Erhntxd San�nrowttgti hs�rte<tuerh ilk.kloony nitiltieeinnmw rn cars Antficriy"TTornGoftAPE uiKed4iy ,iTa( pt.tktr;,fernj ri�deec'�i4<conicxm,d,rrinu.artm'ws�cnde;.e�aanin_n�iaurrxk�i§tr3,,a�rTf`I A: yrm�dr„roa�nrfi��n dmtms�e��;amr�,,�rp,asnra.s�lunces3�l trmt s,snrd... .=80063 . tle9iblgUs�seresG�'e:nrllfRlnx Au.io'+II�a1gl,lpJuneitlaFgidxr6pem5lnrAxnra�Ilsgrl6.kiirT'tul4Jee)eleustAip.Siiµima:e�WldafiMsiN,i,jnslufi,utddiisellL+LS,Osriwua}ilS!grjys,otili(cs,BseA,9ne,;"ukii .itlar'xis�4hN4 r'pniAigN rnxnfytjtlrnixsh d.:lNirrtsOrr,G,bnenE]n1e �d1ai0irtx1 ni4,lntitd�a(u;ur9'z11iry lOn)rtlolptiuru ne tt"AtipRF),. 44$15t LUCip Blvd, -- (dpjM1ighJ,�4�l6 AaAoeiLnsses-,AylhunyTT �hgllhP,F;: R plcduBionpljhis documeal, Ieonyh,m spip6�tii.Ed,�nhouttha htmnpnsB+ss,onfrom'AI&aalLasus-:Ae(hogyijam6oli(,'P,l:° ' ' Job Truss Truss Type Qty Ply 66114 A02 Roof Special 1 1 A0054240 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Fri Sep 30 10:33:39 2016 Page 1 I D.-wTm KOkRHq UsUVQOTgXgOloyYmwi-PDICDm99mfzcE6kW Y57bfQ_PkCRsdjO_LZFJdGyYU Cw 7-4-0 10-11-11 i 14-E13 22-3-4 7-4-4 3-7-8 3-7-2 7-8-8 44 = 3.00 F12 Dead Load Defl. = 3/8 in 3x8 II 3x6 = 5x8 = 3x6 = 11-3-9 0-10.8 10-7-14 10 110 1 22-3-4 0-10-8 9-9-60 3- 4 10-11-11 0-3-14 Plate Offsets (X,Y)— [1:0-0-0,1-8-131, [1:0-3-8 0-0-21 [6:0-2-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.18 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.58 6-9 >463 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.19 6-9 >999 240 Weight: 85 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1206/0-8-0 (min. 0-1-8) 1 = 1244/0-8-0 (min. 0-1-8) Max Horz 1 = -69(LC 13) Max Uplift 5 =-473(LC 9) 1 =-486(LC 8) Max Grav 5 = 1206(LC 1) 1 = 1244(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2921/1759,2-15=-2867/1770, 2-16=-2296/1365, 3-16=-2248/1373, 3-17=-2319/1394,4-17=-2336/1387, 4-18=-2933/1828, 5-18=-3002/1814 BOTCHORD 1-6=-1617/2781, 5-6=-1682/2846 WEBS 2-6=-717/543, 4-6=-739/600, 3-6=-387/810 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf,, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-11-11, Exterior(2)10-11-11 to 13-11-11 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 5 and 486 lb uplift at joint 1. LOAD CASE(S) Standard -:9nty.Flnsearne,4ltreiirrLulltOullEi3;'i rYreEf3rl1i1Y18(7ka'tloAlrGftGYj'Ulyd'jilkt7`p;(L5LfTGa�ri�tilptm-+gtlMrnr�lnPi1tn11Ci1(p+9rt ��r.;tnr+furor)jtsa�a�s`rt�„ixa(�re..l•ednlv�is<.cadne�ren;��z . ildstcrsmt¢tpkht 1k111;15etWr�cerWlili ld# If+Jns GSsce tt(�a SK:alryFe(ievylF sx�romytDlrrinumn+lnpfiaA�eltlr.@piro�Inq`ewl}rOQ�ipJrhltil3+d+..t51+�s.(ieuirM+trolhirUPnlj ntntlFl Tdksglalf offal, lodzrt dri 1 sanSd ''' ,� °r' dnthbn 1sTombo'[II,R'E: aiilydr tliils�yt, �iwn�iuu(imn.trn c:+ncxt+metys n6tif�On ,uga a rtnrrurEerotai�xpt3ammytf4t rn(m rJnrtoantrcttGap duetm ua<Pjiuutl p6ti m.�Irt ,(>aitexml mnjd: �eA0083 yltrklblyacs{i+?ra ea Mejsnulonipvdws6tptdtliaaieq�mf2yi6dp�{IStAStlttrnlSA61)MMnS%d4d[}[LtHttlniNlt)r1�1511G1M1ERtA11DY¢1rTC1QGt��3ttnllnlUQcM1dtl:Un1 +tlm±83Gfiae1lrrC�bal,'greyq+rkylropltrxl uniid.barn•1Dtrp54pb14fp1:e�rete�ugo:n,rn)n115inra,ujrmaorlrywliur In �etrarlllmr tnrtai3nf�,gtrti. - Fo51 rtDierceuFl. ,349 b --+�'(op"pig6ta,'1QI6A;IMofLo13a1,Aah�epT1>A.Sr'.1(�P,F;Rea)odutl:eacfthiidnrymo-el,ipfioyhtm,i3p1ohi6tt¢J,waheutl5eininenpemiSlmeiiamkalaottlnsur.+.Acthnny'(jdm4oll(,P:F; a A Job Truss Truss Type Qty Ply A0054241 66114 AO3 Roof Special 1 1 Job Reference o tional Al Hoot I russes, Tort Tierce, t-L 3naao, oesign(asaitruss.com q nn Ri- Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:33:40 2016 Page 1 1.50 12 4x4 5x6 = 18 3 Dead Load Defl. = 5116 in t 3x6 = 3x8 11 1.5x4 11 4x4 = 3x8 3x6 = date LTttsets (x r)— h:u-u-u i-is-lsl 11:u-s-a u-u-z) IZ:U-l-4 U-J U) la:u-Z-u u-u-ld LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.19 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.53 6-11 >507 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.18 6 >999 240 Weight: 88 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* NOTES- Ti: 2x4 SP M 30 1) Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30 `Except' for this design. B2: 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) WEBS 2x4 SP No.3 Vasd=128mph; TCDL=5.Opsf, BCDL=S.Opsf; h=22ft; WEDGE Cat. 11; Exp D; EncL, GCpi=0.18; MWFRS (envelope) Left: 2x4 SP No.3 and C-C Exterior(2)' 0-0-0 to 3-0-0, Interior(1) 3-0-0 to BRACING- 12-5-7, Extedor(2) 12-5-7 to 15-5-7 zone; cantilever TOP CHORD left and right exposed ; end vertical left exposed;C-C Structural wood sheathing directly applied or 24-0 oc St St for members and forces & MWFRS for reactions r shown; Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD 3) Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 2-2-0 oc bracing. rotation about its center. M17ek recommends that Stabilizers and required 4) This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live load nonconcurrent with any other live accordance with Stabilizer Installation 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 5 = 1201/0-8-0 (min. 0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = 1249/0-8-0 (min. 0-1-8) bottom chord and any other members. Max Horz 6) Provide mechanical connection (by others) of truss 1 = -61(LC 17) to bearing plate capable of withstanding 447 lb uplift at Max Uplift joint 5 and 502 lb uplift at joint 1. 5 =-447(LC 9) 1 =-502(LC 8) Max Grav LOAD CASE(S) 5 = 1201(LC 1) Standard 1 = 1249(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2949/1713,2-17=-2892/1723, 2-18=-2525/1528, 3-18=-2496/1532, 3-19=-252211552,4-19=-256311544, 4-20=-3139/1972, 5-20=-3195/1961 BOT CHORD 1-8=-1561/2805,7-8=-1557/2811, 6-7=-1557/2811, 5-6=-1835/3045 WEBS 2-6=-538/297, 3-6=-198/514, 4-6=-713/560 iilln(1n�omeTlePSn1t.6i:7:t.rhgiidfl9)fl hi4ClDfi,✓ss)htpaYD1tnNmn�TvIexqt6sa�unAitrult�tt,oIrMktl:iA�tl,Dt�r:3aalrriens rTuati)4trgaHkasssatxxllhcptxtDs ao-e�s,suPr-.:ssC�lEtdedeuh4pstiasdi��idYl�ielpNsa:lrcla,�renas a,,nestt&iiDimlrt(,`�Ce;Pet,u.�Tmhkrii2itRrYlemer�sp !eJR#moracd6denulnu�smnDl`[rIrY�a¢3�2tD&gtrr,ilirl1. 5dngi�i9esrWsd{1Tro�Geinaeipm tuurmnirigcuT eniwnsds(!tnh[<Sttnp¢nitiMt,l'ic1a�E:mtD[iti(eatF�ieIdhta/ A(mwl�WddrihtaHolcrMu9ml6trdts�rhdu�IemtsA �i9 nYc, Yi!tl2n-i! 1 1eqdinnStaedw! n� hndsi+mtyi�urFsliirinadnr�friioysf�mq rsInl1.D_4s..nad;�efap d.etl 1Qhi(IeilClJtltDw&dD!iIWP'n"rDss °n.Y}' uIylrtfdr.NYiriln,n d15�li�1d_1aiiYigrla.lSIl3.nTrrIll. rs{Sln{imk.-r.ii(4soeaf,rul�tY-eT atI-unI!ke4.Tn5�S6nDt_ tst'rl�tiun.nlI. GrTa:)Fa.s-.il.tse. .nrartTeik,-�xaCeCTlryl�lSIlS. PtsctIa[�HIs.zSS"cid<r.-:ryi1tuS1aNdsunndaCer DecnIwDs, Di-am'annfi4I tdrys ;s Anfth4ortnYP.lTerr£T8eo0, m0F8Ltu3 i ;3t4i`-9t-.A ,.' ;P 6EIinlDSTcYImJr 44515CLuc061vl. - P! p IPolTinsu[,AinhoeyfTmhefit,,'P,P.' Job Truss Truss Type Qty Ply A0054242 66114 A04G Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016'Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:40 2016 Page 1 I D:wTmKO kR HgUsUVQOTgXgOloyYmwi-tPJaR59nXz5TrGJiSoegBdXbcbkj M2V7ZD—s 9iyYUCv 13.9-0 i 343-12 8-3-13 i 10-5-15 1 12-5-8 i 13-7-4 „ 16-8-9 22-3-4 343.12 4-7-1 2-2-2 1-11-9 1-1-12 2-11-9 5.6-12 0-1-12 3x10 II 2x4 II 1.50 12 5x10 MT20HS= 4x6 = 7x10 MT20HS W6= 7x6 — 3x8 = 2x4 II Dead Load Defl. = 112 in 13-s-0 i 0-10-8 3.8-12 8-3-13 10-5-15 , 12-5-8 13-7-4 „ 16-8-9 , 22-3-4 i 0-1. 2-10-0 4-7-1 Y 2 1.11.9 1-1-12 2-11-9 5-6-12 n-t-» Plate Offsets (X,Y)— [1:0-5-8,0-1-21, [2:0-2-0,Edge] [5:0-7-0,0-2-81, [7:0-2-8,0-0-41, [7:0-1-8,2-3-51, r9:0-3-0,0-4-121, fl 2:0-3-0,0-1 -121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.41 10 >659 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.90 10-12 >297 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.45 10 >591 240 Weight: 119 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31, T3:2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE - Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-2-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 2543/0-8-0 (min.0-2-2) 1 = 2290/0-8-0 (min.0-1-14) Max Horz 1 = 54(LC 8) Max Uplift 7 = -1120(LC 5) 1 = -1064(LC 4) Max Grav 7 = 2543(LC 1) 1 = 2290(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5956/2777,2-21=-8578/3851, 21-22=-8551/3848,3-22=-8520/3844, 3-23=-8569/3798, 4-23=-853413790, 4-5=-8543/3817, 5-6=-8613/3835, 6-7=-9202/4078 BOT CHORD 1-13=-2665/5722, 13-24=-2645/5686, 24-25=-2645/5686, 12-25=-2645/5686, 12-26=-3781/8485, 11-26=-3781/8485, 10-11=-3781/8485, 9-10=-3475/8034, 8-9=-3884/8908, 7-8=-3884/8908 BOT CHORD 1-13=-2665/5722,13-24=-2645/5686, 24-25=-2645/5686, 12-25=-2645/5686, 12-26=-3781/8485, 11-26=-3781/8485, 10-11=-3781/8485, 9-10=-3475/8034, 8-9=-3884/8908, 7-8=-3884/8908 WEBS 2-12=-1190/2850, 3-12=-568/359, 4-10=-488/333, 5-9=-1019/2178, 6-9=-730/434, 5-10=-442/970, 3-10=-419/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botjom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1120 lb uplift at joint 7 and 1064 lb uplift at joint 1. 8) Hanger(s) or other connection device(s) shall be . provided sufficient to support concentrated load(s) 69 lb down and 55 lb up at 3-8-12, 95 lb down and 89 lb up at 5-5-9, 144 lb down and 127 lb up at 7-9-4, and 192 lb down and 164 lb up at 10-1-0, and 243 lb down and 204 lb up at 12-4-11 on top chord, and 1 lb down and 96 lb up at 3-8-12, 15 lb down at 5-5-9, 34 lb down at 7-94, 58 lb down at 10-1-0, and 79 lb down at 12-4-11, and 1919 lb down and 926 lb up at 13-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 2-5=-90, 5-7=-90, 1-14=-20 Concentrated Loads (lb) Vert: 13=64(B) 1 0=-59(B) 4=-1 74(B) 9=-1 919 21 =-25(B) 22=-74(B) 23=-1 23(B) 24=-4(B) 25=-25(B)26=-44(B) '.. hg r - .., 4 � z_, 4�Wr�j ... - �1 P.W aKtt,WiKlea+�e ads ri�nC yam: gp[�,`oilWuueryt UxCeO;i<IeM �Skeiklo nL �rl �e5w lu sttldwCet&U ,tli' . YYn fia�-9 moll renerhz ll[Ou �rt�5"S.ld �63AlIlUS6.9kpil„AS(OStOM t0F�1ID"(L'6Y.rTia i ` hsl uTet - _plehtc4RleearN4en4atentr as�rns o ¢G �x(s siem fej a �xJ�;crmaJsPe nsmis,ra.sasuss�xnc+!n�aanys n4 'ruaa(sgad�es irmstq de meroosdTRtn)nl lkhs�sesrapu:,is4ryusr�{,c.,wia. . ,: pnttic'n" T'Tdnibolt['.P.E:: ainc o- iossw!prtA6 s smscy siryd�r rn�cmas mtrycer sca„it�j�.:q ncadn is errteur w�a psr .ssirt i�ys i�nitouQaatrasscmastnts Sd rtncres d s;a+sr ma,t��c:i,nsyeanf rnrd Y v srl u s se�ara imracsjsrnuro,>o c faetaou dr,a 9neia r a,}tr� mSty>i a u�(as4�ar sl t�msxieya <rs a piars tnlr is agys�rss/nt sda iTsco r/ wrt!rnap{irc:rgm «;a u 4451 t;t Ldd"Nd, jsw..,nstefiaellrJ{u�iiig�Vyargr,o-inr&i7lyriymes� ItiNjsernsRsat=gOeFrss4lnnssgaaynsxJcrsssrn«{ryn:r�tnyiatuy.?sasadicetma,n>isf�sssatnL. oiE:D�erce; fL:;3444fi {Qpnigh),a,9QI¢p) raaf Lr�sgt,AriDpnyT Tcm.rsitjP,'w Rtprodugix(d>bu dacrmeot,�gdny ttr}n rtptoh3i(edcahoonAemilten pesmisnanjseptA I A atUitspif;Asthooyl7?>n5Q11f, P.E 4 Job Truss Truss Type Qty Ply A0054243 66114 A05 Roof Special 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:41 2016 Page 1 I D:wTm KOkRHgUsU VQOTgXg0loyYmwi-LbszeRAPIG DJTQuvfV93kr4oD?7 W5eq HotkQi ByYUCu 6-5-0 10-1-6 14-2-8 22-3-4 6-5-0 3-8-5 4 1-2 8-0-12 3.00 V2 1.50112 44 = 3 19 5x6 = Dead Load De0. = 1/4 in v 0 3x6 = 3x8 I I 3x8 = 4x4 = 1.5x4 11 3x6 = LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.16 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.40 6-11 >672 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MS Wind(LL) 0.16 6-11 >999 240 Weight: 87 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-8-6 oc bracing. MiTek recommends that Stabilizers and required ctbss bracing be installed during truss erection, in q accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5. = 1207/0-8-0 (min.0-1-8) 1 = 1243/0-8-0 (min.0-1-8) Max Horz 1 = 63(LC 12) Max Uplift 5 = -484(LC 9) 1 = -467(LC 8) Max Grav 5 = 1207(LC 1) 1 = 1243(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2977/1799, 2-17=-2929/1807, 2-1 8=-2446/1461, 3-1 8=-2404/1469, 3-19=-2350/1448,4-19=-2375/1444, 4-20=-2857/1686, 5-20=-2939/1670 BOT CHORD 1-8=-1659/2842, 7-8=-1532/2781, 6-7=-1532/2781, 5-6=-153412771 WEBS 2-8=-630/458, 3-8=-213/531, 4-8=-634/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf,, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 10-1-6, Exterior(2) 10-1-6to 13-1-6, Interior(1) 14-2-8 to 22-3-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 lb uplift at joint 5 and 467 lb uplift at joint 1. LOAD CASE(S) Standard ik�ir FlnsenuxtiF¢reiu ruura nesi'rsfu�s}�i�ii'rwscuwns�ns"inraa4unaj:su�rrneu:iripn'i«art��N,�a„rssiircrwrrnm,c�s:c�icsn« ��;oarosam�rrt�4f�i�n,3rnfsY:�ns.ad�nass7:rrar�nerce;:,� jutsFcmorrw�sss4iiawrkt�100nk�dd csatnssn�Fi�{r,srs�ilirwpm srduetray«pe:,ns®�c�sansfrsresun�rp;m,rigns�utri�aaaricq,ei,�syraircs tepes4�sinTooeurer[«mi,tuisvnuu3�:;tex,rwm crazsurr Antfioii`S Tomlin-III-P_F:. yin d� C�a.Rl��t«ner� s �"i�emu �,�c.�,r�aF«nr rrsnneuarwp0 ;�,e�s«mranri/cmrra rntr«tx,urgvr��rrrt m Irn addimn ��etanrmdst s «asr�T�n ,r:i!snrremortre�$fSdir e� l�nfa; Y $ 80083 ... r. f �" a�.7lgf�N,'�asttob�rc fNahsf �AmtlaID�I rfz/rtCt�S lrrednitlfitit<IN rG p[emf¢iglSr c 17nr1(Sl�r llji{fi rtFaeynn erb;•aylfnl�t fri; r� �smL�syn�l�,p icmisai� t �ssox-� roi�o�mf+rf�utfiies:umn1 ruts � - aa'sist Lucre.elv0, nn,srurmalaunarpnre m.,lXti7r+mesad,y�tietrrsa:pu;sr±sc�rmrrWanpsrxtns<rssexc�reattv'nrr,ii�-.2uarndkd�rcsnee'e�nfsJru., ,� � _f:Rrt::Pier,e, FL ;3494b tppjtigM � 201¢ AEI A a1Lns;e;-,AoiGorryT 7amSe i1r�P.E Rtprodoni� cFthis dnmmrm, ra any roan spsnfiiEifyd KAhovltAe aiitienpermsssian G`cm Ar 6�ottrpsszs'„Anlhoat,fl rA�bICsr'.F; ' Job Truss Truss Type Qty Ply 66114 A06G Roof Special Girder 1 1 A0054244 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:33:42 2016 Page 1 ID;wTmKOkRHgUsUVQOTgXqOloyYmwi-poQLsnB13aLA5aS5DDgIH2cxTPPxq_hQ1XTzEayYUCt 6-1-15 8-9-14 8-11-B 12-0-5 14-2-5 17-8-1 22-3-4 6-1-15 2-7-15 0- -10 3-0-13 2-2-0 3-5-12 4-7-3 AvA 1.50[12 2x4 11 7x6 = 7x10 MT20HS WB= 3x4 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.41 9-11 >653 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.92 9-11 >292 240 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.46 9-11 >587 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 2080/0-8-0 (min.0-1-12) 1 = 268310-8-0 (min. 0-2-4) Max Horz 1 = 56(LC 12) Max Uplift 7 = -908(LC 5) 1 = -1150(LC 4) Max Grav 7 = 2080(LC 1) 1 = 2683(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-7182/3079, 2-3=-7722/3341, 3-20=-7768/3402, 4-20=-7804/3418, 4-21=-7762/3373,5-21=-7806/3384, 5-22=-8446/3690, 6-22=-8462/3692, 6-7=-7519/3291 BOT CHORD 1-13=-2953/6896, 12-13=2953/6896, 12-23=-3059/7257, 11-23=-3059/7257, 10-11=-3571/8381, 10-24=-3571/8381, 9-24=-3571/8381, 9-25=-3139/7291, 8-25=-3139f7291,7-8=-3138f7274 WEBS 2-13=-663/350, 2-12=-554/920, 5-11=-769/373, 6-9=-530/1180, 3-12=-789/1725,4-11=-526/365, 3-11=-473/1063 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 908 lb uplift at joint 7 and 1150 lb uplift atjoint 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 214 lb up at 9-7-1, 219 lb down and 185 lb up at 11-10-13, 168 lb down and 146 lb up at 14-2-8, and 119 lb down and 108 lb up at 16-6-3, and 99 lb down and 91 lb up at 17-8-1 on top chord, and 1639 lb down and 767 lb up at 8-11-8, 91 lb down at 9-7-1, 68 lb down at 11-10-13, 46 lb down at 14-2-8, and 22 lb down at 16-6-3, and 11 lb down and 16 lb up at 17-8-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-90, 6-7=-90, 1-7=-20 Concentrated Loads (lb) Dead Load Deff. = 1/2 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 113 Ib FT = O% Standard Vert: 12=-1639 5=-99(F) 9=-35(F) 8=-9(F) 20=-198(F) 21=-150(F) 22=-50(F) 23=-67(F) 24=-50(F) 25=15(F) aptu! rtn,eux�sepx�.neiva� rics"s,'slut(r�r3ii'iaatisf�oiiaslotrcur^lma�:i�irnKuirra�a;irca��tzopa�rwircur<., msi�s,g�ii,at ypicja�ewr�ltr�,riyrru� �5sniidaax�etxreaaitt,�dme�tr�,�} yTslcs xrlehiski7lEueltsxciCO„ftrdau,Jrss;opeEigr{,stuel.rl4ekes�,fags[,rrR��smsfnw,puxenrirr+rmttr�e:lgr >r�w tiultc,��t�esuermat3Aroiobny�rclnllessy,ws`s tarauss.�sm},!4 arithoi T.Tofn60'tIt,PL 445St aril dmsr crasjtusinesistusedme.xC.m:dutmi uaneaje,rparxe Jrnw, leIXNkG�lsitutjskxetrt 1leetlnrddAlfDpdm}fiunsdnei ss Meln7Lgs;i nh+:�wxpdirfleeynnaa}d: Y80083.. no-ryx 4�o-��rK rsd!�u�tmr�,iRai lr t:d Isw:Fua rcfahiti �x ns�iaarirnxl fiildx�ir arvrrirtit a�aynair,n+t `sdmirssu is:cxPtt;x�.lia: �E,bkss LWae'131A. nEernsikfdNYriuMiwryxDquxnNyllt?psAks� �tset:ikin sPxaG�izgis NtQsl�(I�O�ii� xhxs9ur Gl��,sEsL9r111ej;.(V ¢(pd6s1 >r$ ertiddlxlrelt4L. 'Fock.Ptef 2, rL �';34040 - - (p ,hr�2Qt¢A'�ItadLasser•_pttion JrmEgtl(.f,f Re"ndoniayalthhdoNmeet,'pan torm,is iph2ll.�dwph6uitAeminep nmusmglram.Al&olTrpsu�,AniAon fT,ex5o11(,'.P,E: ' it Job Truss Truss Type Qty Ply A0054245 66114 CJ1 Comer Jack 3 1 Job Reference (optional) Al Koor [ russes, Ton Tierce, M 34`J46, aesignLaiuuss.com LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 73/Mechanical 3 • = 56/Mechanical Max Horz 2 = 236(LC 1) 3 =-236(LC 1) Max Uplift 2 — -62(LC 8) 3 = -48(LC 8) Max Grav 2 = 73(LC 1) 3 = 56(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-560/246 BOT CHORD 1-3=-236/577 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi rek Industries, Inc. Fri Sep 30 10:33:42 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXqOloyYmwi-poQLsnB13aLA5aS5DDgIH2c8JPaXg8yQ1XTzEayYUCt 1-2-2 1-2-2 3 U4 = 1-2-2 1-2-2 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.05 Vert(LL) 0.00 6 n/r 90 MT20 244/190 BC 0.11 Vert(TL) -0.00 6 n/r 80 WB 0.00 Horz(TL) 0.00 n/a n/a Matrix -MP Weight: 4 lb FT = 0% 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 62 lb uplift at joint 2 and 48 lb uplift at joint 3. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard a�n3�Flm�m�ur+«rne�no,nessdiuur7iytr3:itt!uuacnl¢mnsiai[CuyanFl�.aana;[usu[artmlcart�s�p�a=tn+w+«r�+�asmssfi,i}orzs�pie;o;��r:or[r�xpyt.r�o�3+nitXen�.e�ienti+�aiz[�weerts:�ij I - forbPierce, P1.134�46 iopj7+gh[�3QIdA�I MoiLusses-,J;yihn+ryJT ?� c+If�P,E Rep+oduitixdlbisdnrgmem,igfinpfo[m ispp�ilitzdwrhpnttfieinmeppe[m+ssieolimo.419 otTrpssis;;Aitfinnyl`�j?c56III;P_F.' ' Job Truss Truss Type Qty Ply 66114 CAA Comer Jack 1 1 LbA0054250 Reference o tional LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 64/0-8-0 (min. 0-1-8) 3 = 60/Mechanical Max Horz 1 = 35(LC 1) 3 = -35(LC 1) Max Uplift 1 = -25(LC 8) 3 = -30(LC 8) Max Grav 1 = 64(LC 1) 3 = 60(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. Run: 8.020 s Aug 31 zui 6 runt: 8.u2u s Aug 31 2016 MiTek industries, Inc. Fri Sep 30 10:33:43 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-H_j37CgquTljk1 HnwBXpG9JQpxAZbBaFBDWmlyYUCs 1-2-2 1-2-2— 3.00 12 2 3x4 = 1-2-3 1-2-3 CSI. DEFL. in (loc) I/defi Ud TC 0.03 Vert(LL) -0.00 4 >999 360 BC 0. 22 Vert(TL) -0.00 4 >999 240 WB 0.00 Horz(TL) 0.00 1 n/a n/a Matrix -MP Wind(LL) 0.00 4 >999 240 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 30 lb uplift at joint 3. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 4 lb FT = 0% �m6g-flm:nm,gf�.r,M;l�eiuD�ncssai�la�an3fi'i[fucec�wtwnscDitDw�fDtn�taua;iiwrurrma_iralternyx,cans,�ieil,nm:lres,cn�aumnp�`m;fmren�ii�iD;�fde<,stn,edaem rd„r��,>ndmnetcaegC ' 11 Tt¢4 @rdd!tsN,ItesefA[SeiG9ufi �dt AsgmsOzgeiff'�KU.Lij�li�im�ti szlnary'.f0",.rRniaK�rc'pEmninefnsenxd mm, mfg,,spmd&pFarScGsladmk si?t'e iinsi lcxhdt�n.IWulf rtfaRfi 15t�mnUs NAM 1sisdrtus tat3tdr..: ...TM,r.. . •..,. Anthcny:T£ r666 lit, RE:: <NlfeiilSn 1skYsryiEi44trlfnen3pm.ldri(meDrNr,tf''i'enn�niR,d,�sLlrStine&alfegDhgzr,u3e'udeitf6eRCi111llWt»r�l's�lfe�ei¢fRLiitseryhddh,iDDWerfied#,ddelns¢df_ik*eTatslxeie&sli(eGteNfmsS:ssnllitsarmJmNA)d. ,".8l1!)83 5,4451 ,St tuctptafurPfciG�ir fYitessr'M411i70BtN?lfrt urd(pxamsllt►htlfsrGepxel S'x4j lulu elrrati(il�id&yfl lrin!&A mldn._st4tpopdni.%ItdiKstk)egnslfilnlbhesslLsscO,xTssCeL'{iGra�irdf�t6fl Ymhd e:tlen n2ni{t{i haeif r'xtiotlyadr ,! IIF9rvNtSR fffN;;lNln'sNThtG3ottfH69tUl6r8ui0id[vx11w51sIeE Nik3etcistj/r711� 2tlu�WnNU,a'ao,ifihrNMJnI,. -. e Bl<vd; ForE(Pierce, FL ;394A6 -- tEpyiight�'2p16.Ail.Raofl,orsEc;AgthonyiTmhglltAPk;Rt,rod>'n[a.dllhisddryment,igonyfotptspr4hi5iiedvetlhduSthein,;niA'petmnS,4GIreQ'6�IRoaf[mts¢>i,Ahthonl;l��m5ai%'P:E' Job Truss Truss Type Qty Ply A0054251 66114 CJ3 Corner Jack 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:43 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-HJ37CgquTljk1 HnwBXpG9lJpwjZbBaFBDWmlyYUCs 2-2-14 2-2-14 1-0-8 1-6-8 2-2-14 0 8 6 Plate Offsets (X,Y)— [1:0-5-8,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) 0.01 4 >999 240 Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 • = 269/0-8-0 (min. 0-1-8) 2 = 18/Mechanical 3 = -48/Mechanical Max Horz 1 , = 37(LC 8) Max Uplift 1 = -106(LC 8) 2 = -23(LC 8) 3 = -48(LC 1) Max Grav 1 = 269(LC 1) 2 = 1B(LC 1) 3 = 25(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 1, 23 lb uplift at joint 2 and 48 lb uplift at joint 3. LOAD CASE(S) Standard g�iy a�n��}kI}r��,mnz91rD ncrss3 ,k�;-icaur:oust,sam�nscuirewlurr�^Jenai>i:,tsu.kr6n in�il rwt �,l�notm, �sf :,��t�u. �Im�,�;+melmarylilmini!ka� ,sa�i�.n> r,��tl,�;,,as<mrwe�Icn�i ' � 1Ltcnav'srJlehs sleltlzuelfa!7xiDDult iii:N A}tinstD:v:e Ek f7 tiuelrf.B a H'�a 'rU"J laueM mmry tmldflm eh Inia mwf t�'.fa!ffa Off of su Im r-fdl-li l� d at vl}41. }ken uu pS1�n .mrfrtvc kaidP ""'^' ' NNed LFe nWmv}ti{I§r}isle mr JP irydex,'>,u'Re Czen4w4ttneimnt,),11e6vlf 8D sleevRrWeidhtli MIX 1!a: bslk7[_�cde a}TFS lk p..,ddfl IDDW srfeNn rtle}n ktletn}i'tuTm}, se, i Rfifiwi }iretmp. 3dlt Ler 'h Mnrd: - ,38001i3 , nesir�as�r>7c��n kfCahs3�'mtlimp�lD nkyaraGrKnk�NJmnentek�da}tm=Pmmi�ejiAe,a,!�ip'u�r�leiltrltsrAei�eianerwr�x�pslre,7tkie�,esneie_ijns�irnima��;aa��tssor,.ni.�iio�},�awl�seuem� „niei, gj51:St:Lu�i Blvd, '� lreen!inr P,Rriyr(ejnml}yne4mJlrN �rgty}IjvNE(II,IIf 111ereYL Del et Eeibie(iik IRI MIIIg0e11}fHjeQi 14tlez(piie(af nr9t11 }'{D «rrydpel fqm meesE�i elwJr}l, � ---� Cppplghl,tD FOIbA}I A:oirrn{s�sr,AplfloepJl meflltiP,f Rtpludu(Iioiyflhis dolumeat, In mny kJm,it plRh3gcdpnhnutige.tr�itlenpEemis}ien lie@,Ail AaofUnis;C;Apthooyr�jneSollf,,p,E.' Job Truss Truss Type Qty Ply 66114 CJ3A Jack -Open Structural Gable 2 1 A0054252 Job Reference (optional) Al Root I russes, Fort Pierce, FL 34945, design(caltruss.com Run: B.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:33:44 2016 Page 1 ID:wTmKOk RHgUsUVQOTgXgOloyYmwi-IAY5HTC IbBbuKtcU Kejm MTiTpDG412 RjUry4JTyYU Cr 0-10-8 2-7-10 I--- N t2 O O LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.01 4 >999 240 Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 267/0-8-0 (min. 0-1-8) 2 = 40/Mechanical 3 = -24/Mechanical Max Horz 1 = 44(LC 8) Max Uplift 1 = -105(LC 8) 2 = -36(LC 8) 3 = -24(LC 1) Max Grav 1 = 267(LC 1) 2 = 40(LC 1) 3 = 1B(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 36 lb uplift at joint 2 and 24 lb uplift at joint 3. LOAD CASE(S) Standard JiAflmra'rl5z H10EIICSS$y"s(au�zTe3Ar¢wf.et�awn�nstostcxt'uT3j3U'FaaifeaY[Ariaa.�la�hsy. rxmem�nt;e�twt�n�irr+t;�tp `� �3(i�ati, un rl.ie�l�,i�Ft mTSfeetDefnenx LMlessCx'�'ise saf lw6i16hulj 2iATfm tknl Adlliiniq a:etoa�ll��d+ is IrnsUhee 414s; SI'^'�Eit!4e`�,n xdw6ryl[c1�re;Emk�cimQnrjr�'�innnp5m I nip@oslfrJ�l>,St tts�ad�sgk.r�siet^13a�n mpertt eualF4µ. fze�v�una:t.. kEet.edneec. �wnsdor- :Anthon':Tc Tom6n'tIt-.P.E:: adilidLt � c+la, rtii� liceeu! �icc{we e,a�5�cmda�n'n:kTf�a,�e• grvaeadA,�:d�l� .,tm„idn�too ttyfiun do t, iFa��lan y:� p.uw>v n.e�tuwgs5iiti� �, 't�ryd. y.� 80083 ,• !' :.. fren5t`tt.7?ua L-i{IISIJl iG,le/IrI nt<SkA ei)elvn tAtipiyx,��PFI €fiastNiey tlnitu¢etl'AIN1!!krtatI;StD�rn ivisOn,y�6reeneHJnss 4cpfi.9nn skis 4451;St Lde Blvd,. itxiaell t tuCMipu¢ ry�Iei�A.+gH, IItuGHi �d N lteln^i kxpTgbeti iiE7ltltk�UpP cryx� xl a s,ms [ Nnaet,ntrdt q S9rtTotlhd'm^ ne ndc6tN mull FOrt,Pi e(t2, R 39496 -� fo P)7 r9 hI®2016A.1PnITmssasA�honY JTmhwl(�P.FRe.todua[nasltEdommet g1m61'irs'C;Apthaofge5ollf,'P;E; fi e. f I i • Job Truss Truss Type Qty Ply A0054253 66114 CJ3B Comer Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:33:44 2016 Page 1 I D:wTmKOkRHq UsUVQOTgXg0loyYmwi-IAYSHTC I bB bu KtcU KejmMTiToDG412Rj Ury4JTyYU Cr 2-7-10 2-7-10 e 0-10-8 0-10-8 2-7-10 1-9-2 Plate Offsets (X,Y)— (1:0-5-8,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) 0.01 4 >999 240 Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 267/0-8-0 (min. 0-1-8) 2 = 41/Mechanical 3 = -24/Mechanical Max Horz 1 . = 44(LC 8) Max Uplift 1 =-105(LC 8) 2 = -36(LC 8) 3 = -24(LC 1) Max Grav 1 = 267(LC 1) 2 = 41(LC 1) 3 = 18(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 36 lb uplift at joint 2 and 24 lb uplift atjoint 3. LOAD CASE(S) Standard R'nh; Flea Buegalrreis fu alin ?ICL3(S.E3'`R3aCIdUS 6.9k0'IkEStaftCJl}-tvt3'j.6.6'a,tlbutsrm�reatteainy�wr w„�r t,ua„i„c�npna �pa^�a�aue,trrart ustaiyi-/rs„st�,t�tasw �i,,,�,aura a.,ceaeoaj yiTtiaueC, plein cxllk+selkrneaaauN�tl'<af+in,s aKvetaa�xt� Saw�lry& r:tn s.`Jusq i[�77rnnuh®c,a?sa mrop,dtn( ,Iirgm eUlr Wx W1rf*YE I,L^,d¢e,�i4 Ge igle�llilDPedr eJrciFFI i5+tenn+s.tapke,, IsCeaudMrc wtsiCur P Antticiiy.T 7omtxi tII;. P, E:. nl nedC*s ,i, f8,wptt�atne,aa iP:IrtjdmCnetk�0innsmnrmta aeG is:aatr�aK -wn{um ldnsiM ld.IK Ine lwiS l6q i�fenllin he �an,ddme roauiurfiebn,dne it ss ed�rghulsy ii. ansnr e+liw�. fd':f iea ilt af: " 1 d 80083 oii,.aLaa�uiFlred,S nuntoadxaRenara„fwiiatEesty msntUJrWlilltflaS7tleihln�txa��z�aatifixralayrtutziel,:whin:diptaoti:r nlder.dS .:' , s frftaaWu. Mapdac }+'�:r��.alpi enwinn, 1kfn ,0es:p[P3pe ni)rA+kr�llu P�II xl,nrSlnra[groip+lenfxitna-,Z�rryladi:eiarx;m�stp6namlH,1:, �- 4451 St LudeBlvd,. -Pierce --�-(opyhgditD,4Q14A�1.aaotiratses-AnihpnyJimStJa,P.F,"&epmdoOixolfhisdnrumant;inurryhrmrspiofi3iitlwithturthemmFnpermntiaofrooi.A��IPaottress"zC-ActhoayCj�c5o)I(P.F: Job Truss Truss Type Qty Ply 66114 CJ3C Comer Jack 1 1 A0054254 Job Reference (optional) Al Root l russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:45 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-DN6TUpDwMVjly1 BguLE?uhEewcc0l VhsjVidrvyYUCq 2-7-10 2-7-10 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20141rP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 142/0-8-0 (min. 0-1-8) 2 = 90/Mechanical 3 = 51/Mechanical Max Horz 1 = 44(LC 8) Max Uplift 1 = -56(LC 8) 2 = -54(LC 8) 3 = -13(LC 8) Max Grav 1 = 142(LC 1) 2 = 90(LC 1) 3 = 51(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.09 Vert(LL) -0.00 6 >999 360 MT20 244/190 BC 0.12 Vert(TL) -0.01 6 >999 240 WB 0.00 Horz(TL) 0.00 3 n/a n/a Matrix -MP Wind(LL) 0.01 6 >999 240 Weight: 8 lb FT = 0% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 54 lb uplift at joint 2 and 13 lb uplift at joint 3. LOAD CASE(S) Standard #rniy Flm.B uslkir reiiea.rx 1110'Ti4'1:Sr51ri?�"ti3ll 1;1&16(7kff11 ryS10SiGajrU[3'jifKHCSt(r�eY kr•Ixn Inih•!eil,pcgiarnM+nl rnAni rrtifi'Nlt mo arP ,ndMltnnrl Trata lh�:l. Ierx otSkeiM+ren Cclr acn lse.rtdntte l6U uI"j jur[ d!l t�;kise�w to l omti Outr as uaJnsc o'mity v(r srw,rytirn v}nps ski 7Re df®tcl asaney ml ym n(r rui rafuPd iw�lrcslgcdn kloPml nJe)Rlr izt vPnn eycetsr non �uhiu¢ .:AAtficn ;7 TYttT e'ned C:'T.n Ta inrmyssee mr ,,r.:�ajd�Se.k b�:e�seasHcee gecni:da7r�n',fsnuk ssaair'rta gi sGtlwltrnTuim�irtt JG ,tm �ts4n roua1�6>fardurmn-tieesasuysi q-isidd�amlmiq.:ta;sitzrnP riasryd Y.48()t183 . ,.: 11e$rilolD srzeaswln�rr llinhf) M#Ot70'Yt IRa msutlalrtdmse(lleliL+r6.epatm5`ilrl�umrtx Nililrlf�k!{rlR nlS�'A rrTrinw tat{ srd.P;L�r RFl ldimsRingns'rlfi>ynr(sl�tA� 1 msU±s�t rieiik,P6,;ieKlit�r'sstdmh�nx.ithii /. Pt?. �� nier+.'nruRxiirlra�itlryo-lqux tlgN7lu4es(,�s<ikfiss0etp[gasenc�tmt�4wadlnir rrJsrisAnes GiuinotnrM1uq.2usrymiud'xa uenda4nl nTM1l � 4¢$15� LUae $IVd,. An 9 y ForE,Piefte, FL 's39QA6" - s,AmhoniTambciltrP.6;RePseduttmd; Y EP Q...Pnmistioeisdm','AIGaotTsgs_stKmA6t�oay�iijiic5o(I(`P.fi - {a idf,�lQlbA?I tgalLosse - dfi6isdorumtel in on torm 's radE!'tdwd6gottde mfipti Job Truss Truss Type Qty Ply A0054255 66114 CJ3D Comer Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:33:45 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXqOloyYmwi-DN6TUpDwMVjly1 BguLE?uhEfSccel VhsjVidrvyYUCq 2-2-14 2-2-14 3x4 = 2-2-14 LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 12010-8-0 (min. 0-1-8) 2 ' = 74/Mechanical 3 = 46/Mechanical Max Harz 1 = 37(LC 8) Max Uplift 1 = -47(LC 8) 2 = -43(LC 8) 3 = -14(LC 8) Max Grav 1 = 120(LC 1) 2 = 74(LC 1) 3 = 46(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1, 43 lb uplift at joint 2 and 14 lb uplift at joint 3. LOAD CASE(S) Standard p�.i,; na. nu<ytryra�,rrx ittg, t�ess,`aiv i ic3at�wse,o-cnn;asl;mcr+t-tmaj.acr�ucr•�a;i�zl,� ac,ar�a mars i�,��a ��, ;im�ear rt p��yr=,r,� s ierta�. ear„� �uradamatco-:�y Nnri±s*t�?+r�!�ca!lltpNaN3e oouii�a2 is,tasaUn*{,[i�eaa4�, sianq fej�arJbn s�e�aryt0.rtt�e�nsaavp;,se�rxr��yi,eder�a, iyr y+on trrnrsa 4apdptw�rm tq�.aanetWe,it at�rtnt Re�.�taus gryu�i�ryiedt�ac cars Antfion"Y. Tiim[io't1I-1?E:. ainadrr arfsTe�a(IslF3rt.��{M,nr tigiamg,artauRenia�et snxnm��aas�pa:umndnigt;�ar am (tea. i'✓ej,ir�aatTnt tM ymt�mmn t trn�atannet de�ntieaa�n �.Ns�rewatt yi�i lra a�aarro-ryd; - y..�-$0093 i ue{:;torD•sne,�tieEida. idttlau nis�tg ar.tReara aunt:e,u�,.,gb �aasttiwaxaaanwtas.�ti tr asstn�iaa tatazp�ap�f,>:aini d�arn�nq'm'»u�taat_t�adu�t�ssmi�p�r�n:�tatyHa�tins:umna+�«;ahss iilvriljatnxlsa(airwecndotannr�yirrs'mffsamld;tiiinn0ecpdtgasrtieOtnkuupgn'rafrtiassRnrkG{oieto(aAguy)uRpMndxrataase�finam'rkt � for{; Pierce,TL:3494b —_ - (ep"pagdt,�iQl¢A�1 AgalTmssz;.,AcldonyLi�a'df �3[>P,Er Riaaodogixcirdisddromenf loony krm,asytgdilgtlwnddotrfieminenpeamisiido Eieo Ail paotTmsus', Atdonyf Tgco:IfP;E: Job Truss Truss Type Qty Ply 66114 CJ5 Comer Jack 3 1 A0054256 Job Reference (optional) W Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:46 2016 Page 1 I DwTmKOkRHg UsUVQOTgXg0loyYmwi-iZgsh9EY7prca BmsS3IERunoh Oxtmyx0y9RBNMyYU Cp 3-4-11 3-4-11 0-10-8 0-10-8 3-4-11 2-6-3 Plate Offsets (X,Y)— (1:0-5-8,0-0-0] ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP Wind(LL) 0.00 4 >999 240 Weight: 10 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 287/0-8-0 (min. 0-1-8) 2 = 77/Mechanical 3 = 1/Mechanical Max Horz 1 = 57(LC 8) Max Uplift 1 =-113(LC 8) 2 = -59(LC 8) Max Grav 1 = 287(LC 1) 2 = 77(LC 1) 3 = 27(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-3-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 1 and 59 lb uplift at joint 2. LOAD CASE(S) Standard kiRiit flm>_Hufegdrrt�rrrOt Align nCi'z3{A1a'+�.ti3at'�nusArmnn�,As!Ssreaf"Ipr;�tUeoiu[wfAl.im �ntl�blg.pen:u,fne;eilnaf ,mslnr:C�n�aa u�gn�;aielieueart Lcea,(1'cS. rfkn,ske;setN.na W, C:nW,..uradpneteo�aij .. ' prtst �IehffYglitsetinix gghlffdt,usmsso e'Ei x4Ls�easlgtepgrJ,aesxsumt]%rgre,an®�vTp rarexpd�mwaluSw,ngrnpmr.tptiesriiutoJ vnk7m [gr3F nwtoomr�ntn"� l rasti,uuaysut,�tar,da cfaretet ArittiA r Ta ..,ailh MiksfLx i��,f/!illdti 6�nr,s�7lRri[mfCmt G`il*mtf edlalr�lelet �ISeA+lrm�gm@eudelAhtn'i47au1htls4L�ILe3•t+H¢I lrrt Mttim�l�Rr 1DD®t®jrrNtlfdtl ims d«n3��!?,r:N�slirenidtrzwti3di{e�rrrq n3Lryd; ;' Y:�8008� '.PE 11eS*trorPf++rriitferr llfChs3Rulu H31A''Id,Yz Raltesii sdeefeiNtkiifs m5te, ,uh ee[.a2169rc1g�lt1Y ihalSkl ftiF�f!ert<6rpxdpiface. lfllt.�xsGfrt tfF�n775ffE91i$falM4 SSUSntl Zn5lrNu b[FttRfiUlt!h�tr r,kSS rderwhiidiedkvi [fcci{ipnlejup rce;y7it pn�s 6p u3ii in rperip6iirt{corn ka'in�m�perxt roslnesE[im!aalute,l[lq; lW ryryumkaorr, utTiainlujFl.l..".i a' .. 4451,5t LudeBlvd, � ForE;Pierce, FL ;34946 (apyiighlID 2014A�:1 rgolLnsses-AnidonyJ iamSc(Il�ff; Repfbduhi�n 6fMisAof�meni'ignnyt6rm,isp463ite�;Knheuithpvti»enpttmfisiaatr`emA'I q atTrpsiet,Anhonyf T�eSellhp.Fd ,: A Job Truss Truss Type Qty Ply A0054257 66114 CJSA Comer Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi rek Industries, Inc. Fri Sep 30 10:33:46 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXqOloyYmwi-iZgsh9EY7prcaBmsS3lERunoFOwgmyx0y9RB N MyYUCp 3x4 = 3-4-11 3-4-11 0 N O — 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1025 TC 0.18 Vert(LL) -0.01 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) 0.02 3-6 >999 240 Weight: 10 lb FT = O% " LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-11 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) 1 = 183/0-8-0 (min. 0-1-8) 2 = 121/Mechanical ' 3 = 62/Mechanical Max Horz 1 = 57(LC 8) Max Uplift 1 = -72(LC 8) 2 = -74(LC 8) 3 = -13(LC 8) Max Grav 1 = 183(LC 1) 2 = 121(LC 1) 3 = 63(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-3-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1, 74 lb uplift at joint 2 and 13 lb uplift atjoint 3. LOAD CASE(S) Standard po.iy n :_ s �urre'nt.et rneu�nmsafs ir�snlir'r=.lttcscciumas{mtoultm3lykiratletsl.arh�Y�t,iry�,p�rswltlsms! m i stgglit,ea ��;a,s� stmtrtj Fitt r ,t�t+slrin o� ue�laus�lseeefrn,;'�� . � Hrtt¢ts�extirst�uu,ss+Nnemontstaeas,Tlsso�cer, xirswl�srenx�es�n mrJnrumlmlcl;�,dmnhs>3mdu�t� a rtt nrnasud�w�rms+naorn.toeitutrminiiu u.n ia�tutteu,wt4� -��.,� ttlisdY ssrae7/relliu�ls'nemr Siri�awc Irscrin5ofixmesgr4"n:rArmtan�soaq ma�sr:n;nras<t,ltl,�a,rtia,mtrt rwrrMa�tnttontt! igap tt'nitms u.r�yscnTmy� tt.Fs>;rm.t4lt,�sSmfn,mt �rmd ;-.80083. . !i!'8't�rO�SrjN friltRtdir llCg(yS4+ti nt1gC rJ?rlt4lRiEg��ltfltlilkilSJrr'riflL Stit�r��6hCJ 7(Sni lfi t£rjr rr Rl�Hl/trE 3rTNCJ91Ir$f3EC"IPI)MltttnlR4�tlSSItIS11 BlI(48HAd�IrlSgtY't66 JICI1CNJtf[tJl dlil�lifi VSOi�tltl�tJ85 net�,.ls3tr�reairrgga��tpkdtyl`R.q+dry`yp.lrtnxcilnhle;.tteim?,6ts,n[eaaiit:�7ris/eaunr0iilartrTrs{Anez[rrla�eecfnts;nim:;lginsarrel�li;nitsalfitttminti,, 4451;ShLuel2Blvd, ��Ca"1g6�®YOIdA�Ir�^aftus5ss..pihnn :Fo(t,Pie¢e,PL34446' pp .� yfis�SeeQf.F�RsplodomsFcfihiddosomesl,igonykrmnplo4i5i(tlwtlhnorfiearmenpsl�ansicnfieo,FaAaotlrasigY;,Aithonyt�ja�hp]If,P,E° Job Truss Truss Type Qty Ply 66114 CR Comer Jack 3 1 A0054258 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:47 2016 Page 1 I D:wTm KOkRHgUsU VQOTgXgOloyYmwi-AIEEvV FAu6zTB LL20mGT--6JwU QEzVOB9ApBkvoyYU Co 4-6-9 4-6-9 0-10-8 0-10-8 4-6-9 3-8-1 Plate Offsets (X,Y)— f1:0-5-8,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 3-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.01 3-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) -0.01 4 >999 240 Weight: 14 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 338/0-8-0 (min. 0-1-8) 2 = 129/Mechanical 3 = 27/Mechanical Max Horz 1 = 76(LC 8) Max Uplift 1 = -133(LC 8) 2 = -91(LC 8) Max Grav 1 = 338(LC 1) 2 = 129(LC 1) 3 = 55(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-5-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 1 and 91 lb uplift at joint 2. LOAD CASE(S) Standard Wmiy Fin,efii,etNrreikriufii$,rilCSij}'E acsEiairisuc$oson�nfeasmuppr�ytdadirT-uubriao.:ytlin,�,y..�arttattN,.,t,aa:rFs,f�n�tpa.�pv.;i�,tir�rlt¢�tli,;i us„5�e�ntn>.�i;t,:eras<caep,mtrrut�f user m r : ak, a, R mpf�Ns rt,m:to tier xt 5fw is ewR$ �u mcJgtmtoa��. ,dn, n� t spt rteft ta$cy rmttq a$t ro ar b rni tay�t ¢F rv,rn t t^' A6ihbn :T TomtiS'itt P E sg�bt r,s$rwttda,�fislE:a,f„i;'IA,rdtlte F$tCreitiedr:tatlPic6ti11t114e3pN�rsert @tutlelAMtlC.t1r2( ffis4zlS.Jti�oa(iFFt Rce�lf„Ialli NO a tatuN d$eim. ae,3knr¢�n f;N,tct�.ttf¢,sitr^:,arttd Y$0083 , ile 9n11¢rD sryzrusG,ht�,r lftchsn �dtr lO tNtu rtGa[nrpednettlfkkGh{Ge�em5d4�j,ltr¢d¢eMSIJ�d6.Es(1111 n19J 6t/,tMN'dgsT�sill+,ltF.e.itFit tdlns]as ir�;ns i xlustu r ni�et.g,iw3errptir�s,wm x,, u 4451, t Lu l rB vd, �' ,iten',It,GMNlr, �edrynppttit$nt6glt17pnit;h t�t1,11e2nttUa teDg7estift71Af6xIlu7Uitl�t Nilast Nifte6jA±etattry4illlitp: 111{e10JhNtt$'tlt ltYBtNzltn: . S CZ^.I •_.'• For,{~.P.ietce, FL ,39og6 :� (dpylig6�t9'lOIQA'Ig5$1tms5?r Aq't6'onpJT mS$31[;P,E&epladugtx:blthtsApcument;�u:nnylorm sptphitiiCdun6outthadimenpet>Disilaoircm"A10.aotirpSsiY.-,.AethooytT eFollf'p:E.' Job Truss Truss Type Qty Ply A0054259 66114 CRA Comer Jack 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi-rek Industries, Inc. Fri Sep 30 10:33:47 2016 Page 1 I D:wTmKOkRHgUsUVQOTgXg0loyYmwi-AIEEvVFAu6zTBLL20mGT__6JukQCfVOB9ApBkvoyYUCo 4-6-9 4-6-9 3x4 = 4-6-9 4-6-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 3-0 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.07 3-6 >728 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.06 3-0 >939 240 Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 247/0-8-0 (min. 0-1-8) 2 = 168/Mechanical 3 = 79/Mechanical Max Horz 1 = 76(LC 8) Max Uplift 1 = -98(LC 8) 2 = -105(LC 8) 3 = -12(LC 8) Max Grav 1 = 247(LC 1) 2 = 168(LC 1) 3 = 85(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-5-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 1, 105 lb uplift at joint 2 and 12 lb uplift at joint 3. LOAD CASE(S) Standard Rnsitr fi �NneTVlrni3a he atl0 .i1CS�3fS1r�o6t43,U rUli6,�%�'ll�,gS(OfiCYj Ylf3j=6'.ACaiEC"WI%Tlua lenfltu j.,T;vo_�wsW�ednry nMsf�aCe:�sa misllC;ml tle leanrlbnsl.�;J-ram tSkittelne nz CdersCa l_x�a tn2e lt6 ul� art to e m autseea aatwatr, t a imso u(Tw �tr sr a 76p s fi. �„�ym Jq:an®ror uedarpsh ln,ia ®,nym ms clot ip%lsltiebii'irs!ieihtrAt-jGtTDk:xTsgdgixikr:(.nfidteetairH1gsertetllseRarefpamnU,r� ✓sul fvM1BasldOecMse¢reEru!rscmrm(srsda>pRxm9mritopdecftneEpded rtr-psslS4li}lr eaM"S�rd.fiklj R s ,ISLAeVe.keorr nmiHydx,aratd.npT'spcsttn�NF4l tletsGinynz5titifiAM%lar sT:a:yo�i xt lirz!ssh:rIrtSrap„yt,�Faerttrtsltiirniksi&tluaraaseivwry4�ss. , 8To00n83o II t1Mr P. :E.tr,wi fY 4g51S3t LuceB S1pesraxrTlrpud%iiMsrpyptureJ,n1.. Fer,:Vierte, FL 3gA6 �(p'rhi9.i01t;•RJNaofUattes Arihoa TTaaS'll[`f,['Rerodarfiaa.pl isdocumem,pfin`hrmss iohiEiiedwithauitfieutmen nfnastonircm'¢ITl�elSrasuf,�;,A,cthony,!'7eQ�?IIfP,f� Job Truss Truss Type Qty Ply 66114 CA Comer Jack 3 1 A0054260 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:33:47 2016 Page 1 1 D:wTmKOkRHgUsUVQOTgXg0loyYmwi-AIEEvVFAu6zTBLL20mGT_6Js9QCYVOB9ApBkvoyYUCo 5-8-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.02 4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.04 3-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Wind(LL) -0.05 4 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 395/0-8-0 (min. 0-1-8) 2 = 178/Mechanical 3 = 48/Mechanical Max Horz 1 = 96(LC 8) Max Uplift 1 = -156(LC 8) 2 = -123(LC 8) Max Grav 1 = 395(LC 1) 2 = 178(LC 1) 3 = 80(LC 3) FORCES. (lb) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=S.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 5-7-11 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard 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 156 lb uplift at joint 1 and 123 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0%rt NnfgFl utlmglllreierre 1110 tII cvCStgfYl.s'r3Si f'LLS.6[G1MIvAS(OSiGYi7U$�SUA�1S[[P6uEYThia �rnirykr>nporr�tirswe<dx+rn9drrtscesipor o^;cdpetimr7 Te�N'P tersr o93tnttdnq CdeuahsWite s�In6rI60u1� HTikar r�dn }1i, sNhl9eiWuli NK lt�Ln3 GryatEt eUt-Stw�brfipwA„s srtJnm(.f '7@rzwn®iur}e?rQotjrd-n, iluSm. (q. trpmRS. �x�ltl�adRE.s�l!iTutslryTdFr MelDPury ntrtlrFj [aT,rypuuel'a; taCeruJnnc wh3i.al. aiiedt�xir r lsia i;i i 6e lit iricdr Gmr6iChnsa�9rNs! rltliiin Y ��7s TornlMi�'�PE:: 77 �n A r are.4nneta�ru�➢yam � autdA rtGd ittw�faa[r�t�:3,rd:,r11rC1 �.h Isdruroo Jtrj�'d�frdAet.t.4d€t rsxur�.:t es;RdscwvasHha'a3i3aileCzmfres�3rt�Ef: � SOD63 .,.. nijl�Crgs7,w 0tm treerdinami¢vnfxitRautulptr�soeft G ss j awu�[stl�a6kdtr S er M swpmad airciPHla�ssn.;esj, r,nfd*sseminsw atiesrr�symnEti ,umna� b r '+hnsur�alns«nMignirysshna7Kir`urntM_tieirtornhlaunratlrh�wrtyHx)r9ussrniciwa�dlsr�llemu�stpaorsa�ses.mt: 1 4451St, Luc16 Blvd, Cppig61�9Qt¢A;LAeoETrassas Ii�i6bnyT1am6oslf�P,f;Re.Icdoa�eEfthisdoNmeotignn}?tdraf sptgSiEi(t{wn6coEt5einroepptltansmafmmAEAaottr6tut�IlhsAootr��m.Fo71�;E_.- Job Truss Truss Type Qty Ply A0054261 66114 CJ9A Corner Jack 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:48 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-exoc6gGoeQSKpVwFZUn WJs?JgUaErRJPTwHSEyYUCn Dead Load Dell. = 1/8 in 3x4 = 5-8-7 5-8-7 -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.08 3-6 >878 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.19 3-0 >366 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Wind(LL) 0.13 3-6 >523 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-7 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 Installationguide. REACTIONS. (lb/size) 1 = 31010-8-0 (min. 0-1-8) 2 = 215/Mechanical 3 = 95/Mechanical Max Horz 1 = 96(LC 8) Max Uplift 1 =-123(LC 8) 2 =-136(LC 8) 3 = -12(LC 8) Max Grav 1 = 310(LC 1) 2 = 215(LC 1) 3 = 108(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-7-11 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 1, 136 lb uplift at joint 2 and 12 lb uplift at joint 3. LOAD CASE(S) Standard :9mhr nat+imetur means �na�ricR3{s'a';>'naii'museukmn"a tiBtcu4 t7�"�iurarr[n>uurl>.¢. �tn�k,rp�a�„�,<i husirro„ci i3� ¢ppie,;aa'n�urrarr urea ri5it uror,s+�idnen .eriecse:�e,ase sm �wrte rr4:�ij . pns"ti,znv3rrrdu izU/e.,,Haaeim,rlreiltisrsarns uKge Grn<a{r Sre¢�tlr.Gle`.sj,n.s�lu 'ro�'Jgn:an ®,a�yvz,daxpsd vnd:Km,nc3,esy i 1?aalm�d sv¢i'rm dq mpc tOD dj estrclxii rq,uu¢ltia iacCer;nl.'se�, wMs..q. fiotFicn'T Tamtui't2t;.0E ni npdnu misWtearyti]Idglslre iesr ,rvli�dlmC 3e C'imseAl,mnelrGrilleWl/¢;D•sga'Ie7avehddhiR't1tLs(IFa roalL6e3•,id sslRt}RaylddR toondasr�a,�rpeln•,¢dsE`+,laeTayd e¢;ushPdmexi¢imasSd:l karey s,satd:�..y :nepe3rvlpspxr,rifaite�a 1AaMsrM m1➢ 1^pz rmxesaJ prJmsil!`T.s{Gepvdiilr,lAti¢ehsu3115pRi6�t`sflrls 1�.1 ¢)da .efSspasdpd�r 1fFl l�ttsRnq s8A3i,nihM1tisllns0_srga tnsOrjafy,ee, eettrissVmhAne... Wi r �t1enP146x3irei�iiMWrodr n..tf�Hp7rpn o-s not N;:ilibmUe,n[jiieyisl9(Qe5rflhiV<f(rxf�lYJ,fSlde¢EItxld�,h'l1ler;;,211,rtradtt,i ,ra: iirrtds6,eppm}.••" 4Q51: St'LUGCrBIv,G, _._ Foct;Pierce, FL.;34Q4G �4Pn19b1, .Y01¢A'ilNnolrsntsei-,Acih nyLTamhaill 1' R i6LW1od:?1Ai dnrymeni ponyfdrm,is'p,o63ited,wnhLutthad mgnpermisiianfism:AlRaa{tmsna AifhonyGZa`mholl(;P:F> Job Truss Truss Type Qty Ply A0054246 66114 CJ11 Comer Jack 3 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:48 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-exoc6gGoeQSKpVwFZUniWJsyFgWkErRJPTwHSEyYUCn 6-10-4 6-10-4 Dead Load Defl. = 1/16 in 0 N 3x4 = 0- -8 6-10-4 0-10-8 5-11-12 Plate Offsets (X,Y)— [1:0-5-8,0-0-12) . LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.05 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.12 3-7 >654 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) -0.09 4 >867 240 Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 1 = 454/0-8-0 (min. 0-1-8) 2 = 226/Mechanical 3 = 67/Mechanical Max Horz 1 = 115(LC 8) Max Uplift 1 = -180(LC 8) 2 = -154(LC 8) Max Grav 1 = 454(LC 1) 2 = 226(LC 1) 3 = 104(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 1 and 154 lb uplift at joint 2. LOAD CASE(S) Standard nini;} rtm,.n mlalraeirrru timaE:nCSs�(Ys a,_}r3#ti�rusefoaon�istoitcuprr3=jtttuisresu.srG 1,3llealpp, c�lined'�esim ss 6dtifieis¢ellaAa u,9(I�t'mid'nerchrrrlie Aall;;}F h¢„aT51ns1elnen3 rdena<a,�,ecadhsercuuij UiT:isauper¢ehaniClz nefa ae100.neel�+, dfeJns¢nRe Nps�tr sieaso-jie}xabs_selpmlirJq .ndnre!r idnspc+<ssix�lppw( n#n,r urfnse lesgad s ,rmsfepn /�nemonilr�,'`uninr ssnsgsuu9pun,h gzWnnc weirsr Antticii,.7 Tomtio'III :P.F:: uin drinTgi aarttiu'#rri nen r'sClMdeaC iC laic:easeArashel grgis�NlSnIlmrCy er An uEssdhiW.6tR`CW1>ebxl3rWgii of lr`r ttx ejrnd hl ND t ifitdtla dnll�a isdernr sl,p,jsshrdeaes3 hU,cfsfJ tyyzst ses did y 80G15 r, s Otraaiigas�x et4oEs.M daedes)s nuM}0n1'ddrm8uradp#diaisi(�tffk�tlarG.v ed.Se4yAda nehas(I(SQI�K kxljrirnlSS]�ijetnnetrrgxeapibss �P418dnsftiiegns+h5trnt7.iM1ji tMlassU•>sur-i CupjariaerselZressYiph�ns.Mii 4n1�5Lu'de`6aVt1,. .: � inmmtl�rt�ai.l�bq.eagn:nrc�Neip�mat�ll,,r�trirar�asrsfr�m�itit•rmeari�a�tj,xyns'ra:xeE<upxc�age#eie}wn}�mde,a,drasa�aaadnt. FOP rc 394 Coppi9h1,�1Q1¢A'�Lr olTmmr;Arti6oagi'I nax1ll;.f,�Rep}edoniep 91l6ndncumeel;igBn�j form sprohiEitedrinh6utrfie vfiiiknpetmnsiaglr4mt lGyortrosszY,-,,Aithoo};fj aye �If,'Pk; Job Truss Truss Type Qty Ply 66114 CA 1 A Comer Jack 1 1 A0054247 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 M7ek Industries, Inc. Fri Sep 30 10:33:49 2016 Page 1 I D:wTmKOkRHq UsU VQOTgXg0loyYmwi-68 L_KAGQPkD BRfVR7B Ix3XPDREtrzIgSe7gryyYU Cm ead Load Defl. = 3/16 in n 0 N 3x4 = 6-10-4 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.13 3-6 >625 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.32 3-6 >256 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.19 3-0 >420 240 Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 374/0-8-0 (min. 0-1-8) 2 ' = 262/Mechanical 3 = 112/Mechanical Max Horz 1 = 115(LC 8) Max Uplift - 1 = -148(LC 8) 2 = -167(LC 8) 3 = -11(LC 8) Max Grav 1 = 374(LC 1) 2 = 262(LC 1) 3 = 130(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 6-9-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 1, 167 lb uplift at joint 2 and 11 lb uplift at joint 3. LOAD CASE(S) Standard x�ynsanu�arre;:ruvrna�nessafsf.tu �l�drwzlcrou'n�ise3srems-lm�ea�is,rupuurbm`ircG�tutplmoiaen.diuiea+snPsirinsCiilpnrc��m;A;e�lsd�ru�ngr"tl�r,slwsr��n �r�ra.�.r�rralwnrtenerii t ��Cep"yiigfirrD,. i014A;1 Aaa16asses,Aytdpeyi.T�mSa �l(,P.F Reasadunian otlhildarumeor, iauny hrm,irpjn6iEiied rnhavfrhe tnipen pemnlmn Pram AI Rya}TMiur=.ilclhooy,L iam�allf F.F.; Job Truss Truss Type Qty Ply A0054248 66114 CJ13 Comer Jack 3 1 Jab Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:49 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-68L_KAGQPkDBRtVR7Blx3XPBSEgVzIgSe7gr gyYUCm 8-0-2 8-0-2 0 4x4 = Dead Load Detl. =3/16 in a N 0-10-8 0-101 8-0-2 7-1-10 Plate Offsets (X,Y)— [1:0-5-8,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) - -0.09 3-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.26 3-7 >361 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Wind(LL) -0.14 4 >705 240 Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 516/0-M (min. 0-1-8) 2 = 277/Mechanical 3 = 82/Mechanical Max Horz 1 = 135(LC 8) Max Uplift 1 = -204(LC 8) 2 = -187(LC 8) Max Grav 1 = 516(LC 1) 2 = 277(LC 1) 3 = 125(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opst BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 7-11-6 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 1 and 187 lb uplift at joint 2. LOAD CASE(S) Standard 9�niy Fleaule nr%%¢seie�ne Al10ue11L5i3(y, difilA3lt itUlSACAAU tIGAS(UfIQWI't7f3jll%57b,[[oYE%1'txa-. rrl�fxilp tsrsei•NwsWinrw4s eSairnssCer�9mtur(IUM �nele rlizk llyPs te+ern SlMklgem k�nsCn ses.�7einnel&tl,ssli uaitsaerrnsktltieltxnelCn!liiiu,JpsUMgly�attslang6joIn�umlmtJyremBrceSrean,rrtnmupSvwAtrapsrtgtiraxp��®esa;� et cnionnjmnlni,tserapr e; ar2��rwater• Anthen';T16ni661It:PE:. s uinys44:Ltiszr c[tri�yisds uTr rc�rrrm a.ew &pn4c,natmlerxr.�unt�as,! :>r�madruu�a,cntim4»iurJmaarrsr FlPrtrm�er IDnw�trpnrrnft�idsEy.�vyn"xentiw�c w.oaf,suneerr"1"�'tga: 80083 nes.rtnas o-sr arcAHmnsstn�xtonr mxicarpedmsrnrt7l�rtr:� Sr.7 �r�p(sn��Gt4rilmnA eiran.srn �a0 r1fl1Emi.ngn l3esnifisdDls6 wTNsklgiyurtt(psNMr3natdn gg51.StUkWJd,. ' 1tlmisiLfmn a �sairyeBEan K.yyrspn�nin��tieim+oesplr�aeirnntnrpfinpo�nta+xincirmrsripauxuJtrnM..lunJrtdtrdparn na�BrrtaJtn , FtSiEPieriOr 4946 ' �(opprg4f,�T014A:LientTmsSCs,kidoeyTTm,Oh(:P�F; Rteroduq.AU:dthisdANn�AMlvany !Arm u'prehi6ttEdrn}tot>he.mittlnpnmissanham,Aa ASollrosszs=Apt6AAri T,eho llf,'P.F.� ' Job Truss Truss Type Qty Ply A0054249 66114 CJ13A Comer Jack 1 1 Job Reference (optional) Al Koor ! fusses, MR rferCe, r-L 34u4o, aestgn(ola l auss.Com 3x4 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:49 2016 Page 1 Dead Load Detl. = 1/8 in 6-11-14 1-0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:55 Vert(TL) -0.23 6-9 >414 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) 0.11 6-9 >843 240 Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 54-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 437/0-8-0 (min. 0-1-8) 4 = 310/Mechanical 5 = 127/Mechanical Max Horz 1 . = 135(LC 8) Max Uplift 1 =-173(LC 8) 4 =-113(LC 8) 5 = -95(LC 8) Max Grav 1 = 437(LC 1) 4 = 310(LC 1) 5 = 127(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-962/686, 2-10=-906/692 BOTCHORD 1-6=-849/933 WEBS 3-6=-88/288, 2-6=982/894 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf, h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-11-6 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 1, 113 lb uplift at joint 4 and 95 lb uplift at joint 5. LOAD CASE(S) Standard eMi6dtNaetRvt M' 1,11 ',Nesry�flrn!rlrugllyreia tle 11107f. u5S3 SlEa �'1137,(19Yf6(9k0'11rAS IdSfCY)tUs3jdkh'leift%Y;hPlsa /nJrteslp,rae_9ersM�nlMf tasInss lesl�sA 'mdllteMuyl Ts k1J;11 Gfn nSlMtijne nv. 6LnYir 1utJ lntte R6;nlj UiTikaaharylrms6Krya4ry lfa�a(r srwsAJG)irei p axlgt ry.IU7 rs(,zstusntcepA¢rAnrrnh7inrl uruvrlyrespos Gb:� �i€(m)+d¢etlgM Tm. iryrJ�ri 1N10�rda uFn )!Il Tse&vSsuu �Sr>,Imrt do wl,Si.tlr. .A thCn':T n TomBo tIty;P E:: Rfk�dez unTasryripl sasur t-�n{amc €rrsi.mcw�Gmu r._ nuir�anr,m�e,",.mrcfrcia;n�,rauala:rrrt:lr�a minl inftM!!ye muniR/tunranetns,..a�e,a6�r�,n es _�serwtuaeuus3�t r�rn rapid; ,'-80083 .. t��9+7lq�srpxalGrhefu 3Kennidul f.�16 16xlrttiusi arrc9msddal,l:+�G pem ski ldn hx�lS¢r16,ktly f"uf9rl rs)ilnasdrxpYd,jedrae5%l idrcslkieyn,,GNntn!&tiudR lruusprr �feis6eipb�seeeel�)ssVrnhdu:ywkis "1:t. W�i� ' ntetvsrGfsttiY lrans0qu9gunnagi7ILndt(,r%N 1krrmRr.ttr6Lzijn�l]IffirErtiigtkptl irins: stnii[gtiietltaTll lqq `1uajOdW�xa, or e57ifnNmRF1, 4'15 ,S eBBYVd. - ForE PiercQ, R i34990 �� (e"r6t�9g16A�IR�alTmsszsAoih� iYmSall(,P.FRtodurileyft6lsdormeet,lAo'u"lutrassioti3it3dwnhooYtfieaimipetmnsraalr`c®.4YRaoftmssiY,_I�thooiTm�oIIQ4F; ' Pr9 tT R. 9 Y P p Y l Job Truss Truss Type Qty Ply 66114 FG01 FLOOR 2 3 A0054262 Job Reference (optional) 1 RoofTrusses, russes, Fort Pierce, FL 34946, aeslgn@aitruss.com stun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 Mi rek Industries, Inc. Fri Sep 30 10:33:50 2016 Page 1 o-0-a ID:wTmKOkRHgUsU VQOTgXgOloyYmwi-aKvMXWH3A1 L22o4dhupAbkxR?dCBieSbsnPOW7yYUCl 0 12 2-1-13 3-11-3 5-6-8 7-7-9 9-7-9 11-0-11 12-4-1 1 •7 14-2-0 15-11-15 17-9-15 19-11-10 20 12 1-7-9 1-9-51-11-1 2-0-01-3-6 0 1 1-8-9 1-9-15 1-9-15 2-1-11 0 12 0-5-8 Dead Load Dell. = 1/4 in 1.5x4 II 12 3x8 = 5x6 = 1.5x4 11 4 5 6 2827 26 25 24 23 22 21 20 19 18 17 1615 3x8 = 1.5x4 11 1.5x4 11 5x8 = 1.5x4 11 3x8 = 2.-6 12 2-1-13 3-11-3 5.8A 7-7-9 9-7-9 9 11 1 1111-11 12-0-1 14-2-0 15-11-15 17-9-15 19-0-0 1 -11 0 12 2-1-1 1-9-5 1-9-5 1-11-1 2-0-0 1-1-10 1-3.6 1-9-15 1-9-15 1-9-15 1-&9 .5- 0-0-12 e Offsets (X.Y)— 1`5:0-2-0.0-3-oi. 116:0-3-0.0-1-81. 1`21:0-4-0.0-3-01- r27,0-3-n n-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.24 21-22 >977 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.46 21-22 >504 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 16 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix -MS Weight: 292 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 NOTES- BOT CHORD 2x4 SP M WEBS 2x4 SP 3 "Except" . 1) 3-ply truss to be connected together with 10d SP W1: 2x6 SP No.2 (0.131"x3") nails as follows: BRACING- Top chords connected as follows: 2x4 - 2 rows TOP CHORD staggered at 0-5-0 oc. Structural wood sheathing directly applied or 6-0-0 oc Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. BOT CHORD Webs connected as follows: 2x6 - 2 rows staggered at Rigid ceiling directly applied or 10-0-0 oc bracing. 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, REACTIONS. (lb/size) except if noted as front (F) or back (B) face in the 27 = 1870/Mechanical LOAD CASE(S) section. Ply to ply connections have 16 = 2006/Mechanical been provided to distribute only loads noted as (F) or Max Grav (B), unless otherwise indicated. R 27 = 1870(LC 1) 3) Unbalanced floor live loads have been considered 16 = 2006(LC 1) for this design. 4) All plates are 3x4 MT20 unless otherwise indicated. FORCES. (lb) 5) Plates checked for a plus or minus 0 degree Max. Comp./Max. Ten. - All forces 250 (Ib) or less except rotation about its center. when shown. 6) Refer to girder(s) for truss to truss connections. TOP CHORD 7) Recommend 2x6 strongbacks, on edge, spaced at 3-4=3042/0, 4-5=-7485/0, 5-6=-10194/0, 10-0-0 oc and fastened to each truss with 3-10d 6-7=-10194/0, 7-8=11627/0, (0.131" X 3") nails. Strongbacks to be attached to 8-9=11627/0, 9-10=-10484/0, walls at their outer ends or restrained by other means. 10-11=-8563/0, 11-12=-3377/0 8) Hanger(s) or other connection device(s) shall be BOT CHORD provided sufficient to support concentrated load(s) 26-27=0/3042, 25-26=0/5583, 1273 lb down at 10-9-5 on top chord. The 24-25=015583, 23-24=017936, design/selection of such connection device(s) is the 22-23=0/10194, 21-22=0/10194, responsibility of others. 20-21 =0/1 0484, 19-20=0/8563, 18-19=0/6171, 17-18=0/6171, LOAD CASE(S) 16-17=0/3377 Standard WEBS 7-22=-801/0, 6-23=-982/0, 1102/0, 1) Dead + Floor Live (balanced): Lumber 8-21 =-1 749/0, 9-21=0/1463, 7-21=0/2176, -21 Increase=1.00, Plate Increase=1.00 12-16=-3828/0, 10-20=0/2199, Uniform Loads (plf) 12-17=0/1556,10-19=-1299/0, Vert:1-14=-120,15-28=-10 11-17=-3199/0, 11-19=0/2739, Concentrated Loads (lb) 5-23=0/3012, 3-27=-3470/0, 5-24=-1490/0, Vert: 8=-1273(B) 3-26=0/1443, 4-24=0/2193, 4-26=-2930/0 0srs�1•Oe,s,�er:ra'Jr,eht.a sle,riluf�;butt'��'uiC?u�.amra�raasi�s"r�rsrmpstrrab�un n�aiet<rtrarala•,�;,a�r'tuas< t,r,i n„Coy,xr.�tdr',3iksanerl',�r,�u;r:.re�„xst ar�,tna, �'e ,max; a�laa,xa,t4; ' ,„� Rhnl`!waJxptsttUa:.tin#tn6a l6?taattiid }' lT is 3aupfiy�etaf.t.SrwYDfiryi+erf�Qbir�,a pyyP4ttpesazfuzuyt,xtahtTcfeintul' weeny e,pnvtelntju �rkupdhtsMl�alen iapf4d, l3Dnipis,ter lrlf Ga'mst aareza l ip mfzas'srhi - kiiu�knTn^sta"m n`�ri;tnsat�esm0t`r�C.ea(s e�a+mtid-, d, ae.t i<tiic�riik3f�tiCalWU„!d �d-Ml lb ptrcredeS Oa{ n�isaddtrircr a! srB�.mr &t>Iwatt�6«s9 aiiG,tefae MUiarip'T TOr� 'E:: ,; atfAiay t yr,le 4e e sa rthew.Etta:rnrp r�F t,a*Ah aro»u�a msda n�par �a�fr aa�3ra�tergh an atiunvdrv,5;samrteaae ui/�,e +r I:a ri rasyst w..msu> aa„s 445 k5 luae;alvi eta.rpxveipar=n»Iv.mvtofp„ideali„:s„nlga,Nal�,anefCrr�,km rN��mrY,armtf:5mt),tiatrFr. - - Fort:P.igrc>, FL', 34,Q,4C+, Cogyri9l�'„101bf;lJy'�iLessrS-ylg4g,�'lis@iolil,,P,liproduma0.e},ptri�darfimtaS,i49�P.(•'�resPme;Gnr"e6cultEe��gnroprtmissmd66mA�Faoirruysit_llnjdcarjie>r661I�P.� n Job Truss Truss Type Qty Ply 66114 FG02 Floor Girder 1 1 A0054263 �J.bRefiarence (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:50 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-aKvMXWH3A1 t22o4dhupAbkxNEd98ic9bsnPOW7yYUCl 1-3-0 , 1-0-0 MSH422 1.5x4 II MSH422 MSH422 1.5x4 II 6x6 = 10 3x6 "- 93x6 = 85x8 = 7 3x3 11 6-9-0 6-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.03 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight: 42 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* LOAD CASE(S) W3: 2x4 SP No.2(flat) Standard BRACING- 1) Dead + Floor Live (balanced): Lumber TOP CHORD Increase=1.00, Plate Increase=1.00 Structural wood sheathing directly applied or 6-0-0 oc Uniform Loads (plf) pudins, except end verticals. Vert: 7-1 0=-1 0,'1 -1 2=-1 20, 6-12=-260(F=l40) BOT CHORD Concentrated Loads (lb) Rigid ceiling directly applied or 10-0-0 oc bracing. Vert: 4=-549(B) 11=-549(B) 13=-549(B) REACTIONS. (lb/size) 7 = 1664/Mechanical 10 = 1282/Mechanical Max Grav 7 = 1664(LC 1) 10 = 1282(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-165510, 2-11=-2145/0, 3-11=-2145/0, 3-12=-2145/0, 4-12=-2145/0, 4-13=-1554/0, 5-13=-1554/0, 5-6=-1554/0 BOT CHORD 9-10=0/1411, 8-9=0/2438 WEBS 2-10=-1879/0, 2-9=0/997, 3-9=-377/0, 4-9=-399/0, 4-8=1201/0, 5-8=-754/0, 6-8=0/2217 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 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. Strorigbacks to be attached to walls at their outer ends or restrained by other means. 4) Use USP MSH422 (With 10d nails into Girder $ 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-4 from the left end to 4-10-12 to connect truss(es) FL08 (1 ply 2x4 SP) to back face of top chord. 5) Fill all nail holes where hanger is in contact with lumber. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). s, yn,u rima.a,�tr ifsk,sun nataieaatoNirauitsiia�sztnsubpzsuurani,aias�� n�r'tl,inR� m,np�.�rslct� to r',�4iiatr,�tu�i ,new„: a,, ,tn t,ta, u44twmt;rtsn#i;,4Vsart"taelGyp5eripr1 i kissi!E4ueeryt a+c6yFryiox s,4w,,eripP�nWfmx,ljtsr.,uC,ze6,w(te.'01wFAAAh*6aS�pdtu4m�(i7,kiigintmtdtr5Pn4r�nteltll itr&al ,s �axal :ip,talnxnratSr,3t.: i.t`rititAisfri^�tamiisttajusts 1rediftY'� artr�i.ttlt,cv,vti, aN r on rxc, tea u simndm.'r'as,tma Ipor�,do;ucl ass Yaimd1tim t. mi a memwc�k Anthony T TombEI[5-,P.iE:: -�# r� �i wt Rei�,r ,� otr„eaar7�lssisrelii®k,t'�eziu�,c�'"#�ni�nrtl,�uxs?si k�a,enjzurl�iskit, natit�o, rc��e,:�efd e,r�,; �;3ue rfi t�,est�iiiri:,n�uGEfr:geiigf isCe� tr„Gtcr<LyxetctfRist.�taena rs�sY- .�a5.5W I.tie'e:81vi1 �'� wr�ilui�d�t.ces�a�a.r�Y,'dtr,�n�r,tnaujn,on�;rta�rr`upal�,o„att�y�at,uK;nat�rKd�t a:Ai��tati«:„n:,lt�nrnme f... t � Poril?ierc� Ft�3?945, :p�.PYfl9>;l�`.11iQh1�RpotJnsat;Ani6'g±�J Iombollt,F,t ktprodutiiop�@is daamant,199Q4.I'�,�sPruC.6itedp6awlh?wT�n�7{patmiss€an5ctn,l�lfoaiUucut;llgipaayi leabo,III;P.E a Job Truss Truss Type Qty Ply A0054264 66114 FL01 Floor 9 1 Job Reference (optional) Al hoot i russes, Fort Fierce, t-L 34945, aesign(tia'rtruss.com 0-3-8 4-7 , 1-3-0 , J Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi-rek Industries, Inc. Fri Sep 30 10:33:51 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-2WTIlsfhxLTvgyfgFcLP8yUXc1 TIR1915R9x2ZyYUCk , 2-M 3x6 11 6x6 = 4x6 = 1.5x4 11 3x4 = 1.5x4 11 3x3 = 1 2 3 4 5 6 7 8 11 0� 0H8 Dead Load Defl. = 6116 in 3x6 FP= 3x6 II 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11 4x6 = 6x6 9 10 11 12 13 1415 16 17 18 19 31 30 29 28 27 26 25 24 23 22 21 20 5x6 = 4x6 = 3x8 MT20HS FP-- 1.5x4 11 1.5x4 II 3x6 = 3x6 = 46 = 5x6 = 3x6 = LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP M 31(flat) BOTCHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 1266/0-3-0 (min. 0-1-8) 19 = 1266/0-3-0 (min.0-1-8) Max Grav 1 = 1266(LC 1) 19 = 1266(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-713/0, 2-3=-718/0, 3-4=-713/0, 4-5=-2878/0, 5-6=-2878/0, 6-7=4281/0, 7-8=-4281/0, 8-9=-4955/0, 9-10=-5072/0, 10-11=-5072/0, 11-12=-4375/0, 12-13=-4375/0, 13-14=-2975/0, 14-15=-2975/0, 15-16=2975/0, 16-17=-857/0, 17-18=-861/0, 18-19=-857/0 BOTCHORD 29-30 =0/1 8 6 8, 28-29=0/3685, 27-28=0/3685, 26-27=0/4955, 25-26=0/4955, 24-25=0/4955, 23-24=0/4798, 22-23=0/3761, 21-22=0/1984 WEBS 8-26=-13/290, 9-25=-258/45, 8-27=-1146/0, 6-27=0/811, 6-29=-1096/0, 9-24=-381 /478, 10-24=-315/0, 11 -24=0/384, 11-23=-575/0, 13-23=0/835, 4-29=0/1373, 4-30=-1570/0, 13-22=-1068/0, 16-22=0/1346, 16-21 =-1 533/0, 19-21=0/1481, 1-30=0/1414 CSI. DEFL. in (loc) I/deft Ud TC 0.59 Vert(LL) -0.32 24-25 >738 480 BC 0.83 Vert(TL) -0.6124-25 >381 360 WB 0.71 Horz(TL) -0.08 19 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 2 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 111 Ib FT = 0%F, 0%E 6 an�unu�ur,e3r.nzar�o nes�,u8�.�i3itiyuiae�sa7iasmstce�'iat3jidr'sic¢�mit�f%n-inti�tuiprze�ar,ua.e��wiuxsrxhesiynm.�m+;�atm�marst��uyi n�xasweei�e.Ye�,c�,aintumsdmselrunr( artsw�e+Na!s,auk,,,e+�a��wur��a+,u.ln:cor,ae[.r�tasrr�y6p�nr�aN�yiattq,exmo��,Moan:yew:�issr®,!at,:t�'t3rliL�dA�si?�!almsi�p�3rru�mu„i1�rinitae�rp,�ugFuyi�r,�c,"mswr .:lintticn"'TrTomt�oilI-?:E. ��iar�t, r:z;;, fr�wtfa rEsi �;ierau�o r, EsO:ertce�llsrnFryeC!)IS iarau,.�r. a,�naa�:nearaurr�r,2raupym a,�i rKrfrm i�n,sw ems pa ,iuerms �aiHy}eERey,�aeF;ua,r,uaota�sserrecere�Q'afi"d. Y 4.80083 , ihE,�rgasvxr eof�4mr arfinesxg �A rm7U nrRs)rt©aznl P'E�rxiet%IWartrgaem SLcll9�,eFp(k(Slj�rd6.,karlT nlSL,',AeUern erge��gdar,mt[srasp�regnH��u��,,f"s�Minsso-s�e ttac�.r��eeeitim,rmnanx, wilt. -445i Str W'•I `•vA. IUnvlclGh,ed11 ?g1,ryk0yNre,nt6sgljM4r��Mt.InlhN 11 in t0etnrtgmeiipl�Inl6aJ:yPii,(gnixJou4 Giiueft?�yfr711rt, AiryCdklrtetalm KLeB�tlsltkl,, C ' 4 Fortprerce, FL:;34Q46 �f!n�B6t9,2416:A�Italtmsszs,�,kyihpnylT�>"q�i4P,F;Repr�ue:x9fthisdocumeol;ivuayhrmrspioAi6iitdv�ahoott6oaineApnmrssmnfie©AIAaa}frnsuYA�thonWpigcholl(Ap,f; I Job Truss Truss Type Qty Ply 66114 FL02 ROOF TRUSS 4 1 A0054265 Job Reference (optional) r� i muus i iubbeb, rurt rierce, rL J4e90, aebsynLd i trubb.com 0-3-8 I_�7 , 1-3-0 , r� Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:52 2016 Page 1 I D:wTmKOkRHgUsUVQOTgXgOloyYmwi-WI17yCJJifbm 16DOoJseh91 fJRt_AWwuKSuVb?yYUCj , 2-0-0 „ 1-8-10 , 11-2-4 H60A8 Dead Load Defl. = 3116 in 3x3 = 1.5x4 II 6x6 = 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x3 _ 1.5x4 11 3x6 FP-- 4x8 — _ 4x6 11 -12 3x6 FP= 1.5x4 11 1.5x4 11 5x6 = 8-7-12. 9-7-12. 11-6-11 19-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 27-28 >981 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.31 27-28 >437 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) -0.03 25 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Wind(LL) 0.16 27-28 >830 240 Weight: 111 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* WEBS B2: 2x4 SP M 30(flat) 9-26=-114/271, 8-28=-368/480, WEBS 2x4 SP No.3(flat) 7-28=-258/199, 6-30=-307/168, BRACING- 11-25=-547/925, 11-24=-747/324, TOP CHORD 4-30=-270/559, 4-31=-713/433, Structural wood sheathing directly applied or 6-0-0 oc 1-31=-440/723, 9-25=-1212f760, purlins. 16-23=-597/378, 16-17=-676/991, BOTCHORD 17-22=-581/841, 18-22=405/558, Rigid ceiling directly applied or 10-0-0 oc bracing. 19-22=-1340/902 REACTIONS. (lb/size) NOTES- 1 = 653/0-3-0 (min. 0-1-8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) 20. = 490/0-3-0 (min. 0-1-8) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=22ft; 25 = 1004/0-8-0 (min. 0-1-8) Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) Max Harz and C-C Exterior(2) 0-3-8 to 3-7-0, Interior(1) 3-7-0 to 1 = 4(LC 12) 20-0-12 zone; cantilever left and right exposed ; end Max Uplift vertical left exposed; porch right exposed;C-C for 1 _-285(LC 12) members and forces & MWFRS for reactions shown; 20 =-370(LC 8) Lumber DOL=1.60 plate grip DOL=1.60 25 =-655(LC 8) 2) Provide adequate drainage to prevent water Max Grav ponding. 1 = 653(LC 1) 3) All plates are 3x6 MT20 unless otherwise indicated. 20 = 490(LC 1) 4) Plates checked for a plus or minus 0 degree 25 = 1004(LC 1) rotation about its center. 5) This truss has been designed for a 10.0 psf bottom FORCES. (lb) chord live load nonconcurrent with any other live Max. Comp./Max. Ten. - All forces 250 (lb) or less except loads. when shown. 6)' This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 1-2=-365/216, 2-3=-368/221, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 34=-365/222, 4-5=-1300/740, bottom chord and any other members. 5-6=-1300/740, 6-7=-1664/898, 7) Provide mechanical connection (by others) of truss 7-8=-1664/898, 8-9=-1303/622, to bearing plate capable of withstanding 285 lb uplift at 9-10=-290/124, 10-11=-290/124, joint 1, 370 lb uplift at joint 20 and 655 lb uplift at joint 11 -1 2=-931/1193, 12-13=-931/1193, 25. 13-14=-896/1342, 14-15=-896/1342, 8) Gap between inside of top chord bearing and first 15-16=-896/1342, 17-18=-233/346, diagonal or vertical web shall not exceed 0.500in. 18-19=-233/346 9) CAUTION, Do not erect truss backwards. BOT CHORD 30-31=-541/889, 29-30=-857/1527, 28-29=-857/1527, 27-28=-622/1303, LOAD CASE(S) 26-27=-622/1303,25-26=-622/1303, Standard 24-25=-654/692,23-24=-1323/979, 22-23=-904/618 WEBS 9-26=-114/271, 8-28=-368/480, Wmiy.FlrauOsrselllFunr ise 1110i :DC!!3('S,`f si`+p'[f3l1tRY56.5k071;.ViS(NiQ4j UII�j24rA'h�[D6Y[F1'1an In5rs41p lmasefnsWiulWs tls frnsCe f! N¢ uls1D';ail de xn tlTrsle il;••t{te'n SWstefne ilYles a'<tisiu i'�NwB iW;:e�lf lide"zc�nimrdehsl}dllesuflxnsifAulis111 Ai. inss Pltie�lm,n(x5ieasBtfiPse�r`6e vldslavpiU"rgreuMfa,snp7msAnslsdz:nseslerSmxq gus�x ht3.fi S4lmFad®t su>st.Tses ietrP.3ntlelA6e Y� eulflm.Tuetu,nm a[tiut,i�sFudnnF srtxb.:at A[ifhCily",T, Tombif'III�PE: MRedlb TnirF _pt1(fSjiMiF! �ihdmeC xr to Orensadltrhels}sdu0ek7f,gDn¢apRrwhA�fA ll. tlNttrst A,Iv lSklfisp�s,tif411le nphddm iOU i�fi?dsf ddl ssd� kttTmA�l lryrhf fn�s�i lirl� ,!!R/d�. _' t j. fi!lg3fi7D•sr,+:re>YGscd2grMesrM �tD lduel�aourllpmdnnn�ei�iaslte,•pre�5�eytaeawmuis9ras�tStwntsrimanner>Krrati>ae.1lrtt�arncpynsr��>,eiirtPass'a�i7s:Drmioxneard%es:umn�*,,�ss 80t083 , I (epjnigdt,�1914 RIY o1imsSz�,�athoAyil9�A itf P,l:•; RerFadon,lAd}htsdncumlel, in onytotm is,pioE�nxdwahialtEewmenpmm�sioolrerep�libtGCiurApthparljeho�If,P.f.° Job Truss Truss Type Qty Ply A0054266 66114 FL03 Floor1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:53 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmvA=vbV9YJxTyjcvGoCM1NtDNZgSr6evyJ2ZIe27SyYUCi 0-6-8 2-1-3 1-3-0 2-0-0 0� 9l 0H8 Dead Load Defl. = 5116 in 3x3 = 3x6 11 6x6 = 3x3 = 30 = 3x3 = 30 = 3x6 FP= 3x3 = 44 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13_ 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 4x10 = 3x6 = 3x6 = 3x6 = 3x8 MT20HS FP-- 4x6 = 1.5x4 SP= 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOTCHORD 2x4 SP M 31(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* W1: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-22. REACTIONS. (lb/size) 1 = 1193/0-6-0 (min.0-1-8) 17 = 1193/0-3-0 (min.0-1-8) Max Grav 1 = 1193(LC 1) 17 = 1193(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1914/0, 2-3=-1909/0, 3-4=-1909/0, 4-5=-3439/0, 5-6=-3439/0, 6-7=-4280/0, 7-8=-4557/0, 8-9=-4557/0, 9-10=-4003/0, 10-11=-4003/0, 11-12=-4003/0, 12-13=-2766/0, 13-14=-2766/0, 14-15=-806/0, 15-16=-81 1 /0, 16-17=-806/0 BOTCHORD 26-27=0/2785, 25-26=0/4280, 24-25=0/4280, 23-24=0/4280, 22-23=0/4352, 21-22=0/3472, 20-21=0/3472, 19-20=0/1856 WEBS 6-25=0/356, 7-24=-320/0, 6-26=-1290/0, 4-26=0/889, 4-27=-1190/0, 7-23=-205/613, 8-23=-329/0, 9-23=0/308, 9-22=-474/0, 12-22=0/722, 1-27=0/2161, 12-20=-960/0, 14-20=0/1238, 14-19=-1427/0, 17-19=0/1393 CSI. DEFL. in (loc) I/defl L/d TC 0.82 Vert(LL) -0,3123-24 >708 480 BC 0.97 Vert(TL) -0.60 23-24 >366 360 WB 0.66 Horz(TL) -0.08 17 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live leads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 0%F, 0%E f plRiy rinseu["yur«�u*lliap i�isssksu3�'nafi$Uacer�wm�i3loticcxidbas�➢wckri"a`indrfxij.iu,ec�enaiiul�[attlsmnEni9[D ,yate)°oa�l[enrtt[�i'uttrt�r ,sknie�n. e� :��:n�unlnmrca�ii areka�gmr/lens1k1t1ttstlfar4e'DOuttrik is Ir9n➢4grUin'�gs Siwdg6lf ran s�rsa[rih)greummrwgeatentjrdt},u,�tu�o�wtyr ponii�glrsalmprtmftu�rmslerm.3c,neme iir,Nntnl_l�uir[ns�p�yiwfnnct�s�,ry Aotfien :TrTdmtiii�llT PE. rfned4k mitaarytr��i tinny;H�,18rAbeD+wrk.Crien`[sp![,p[i1�tSt.Reds,Ifm�Ds�.na,ReuEtd�jh30.'dtiN 1fxh21T.�7Fe�ieHN1r4) r elrmol�6�ilD➢ Ipyfeilnlifil t�siiMrrnarm;�e�psiti+Hinri�si;nly�r�nnartr�:. ,: _ �,$80083 ' bt$ntfolD•s�xa#TtoC[tln AlfMn}[(+141h5➢^td�ru&i;NrrNJanes�Ird£ajUsT.-udSitll�s celmA(StlplfrhlSrffnl9fi¢I)de ttaspladpsui'1FFI[!mriWngnsL�EiiinlAmtd6 tassD u�tirs�Dw+,p"HrsmeefjiuxVmh�intukss 4g$1St LUCIO',BIVJ.. [qu s Gfiwtkarmn,47,ipu/yuynnighrl p'ukesl !,.1UTntsDu sU3txsrn G]idrrai'lnrOrrtpH rtJuss hnm G�®?e( utH7lly {garyd4el trs m[stlr6 ddlR7_, FL.', f�iPiere, 4446 ---�-� Gpylrg6)�1QIyp;).AtDlLe;szs,llolhonyTjmSglII1P,�rRttrodogx;if�ftdncpmtmlgonPorm,isrgh3iitdv�tl6optihoaiu€npnmrss,aoliem'AItooflrpsst4;AithontT.�T,:c:ollfaps M Job Truss Truss Type Qty Ply A0054267 66114 FL04 ROOF TRUSS 9 1 Job Reference o tional M i rcoor i russes, ror[ coerce, rL Jlftllf , oesrgnLa r ouss.corn 0-3-8 i 1�� Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:53 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-_vbV9YJxTyjcvGoCM1 NtDNZgCrBjv_i2Zle27SyYUCi i 2-0-0 1� 14 3x6 11 3x3 11 6x6 = U4 = 1.5x4 II 3x3 —_ 1.5x4 II 3x3 = 4x4 = 3x6 FP— 30 = 1 ? 3 4 5 6 1! 8 9 10 11 12 1� 1� 0 Dead Load Defl. = 1/8 in 1.5x4 II 3x3 = 3x6 13 _ 14 15 I MIN i 14 Von I t 46 = 3x6 = 3x6 = 1.5x4 11 1.5x4 11 10 300 = Li6f�15i1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.16 20-21 >861 360 TCDL 20.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.30 20-21 >445 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) -0.03 18 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.29 20-21 >466 240 LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except* T2: 2x4 SP M 30(flat) WEBS BOT CHORD 2x4 SP M 30(flat) 8-20=-251/19B, 9-19=-546/246, WEBS 2x4 SP No.3(flat) 8-21=-738/469, 7-21=-319/357, BRACING- 6-21=462/253, 6-22=-425/513, TOP CHORD 12-17=-186/335, 4-22=-1191/692, Structural wood sheathing directly applied or 6-0-0 oc 4-23=-899/1334, 1-23=-1309/889, purlins. 15-17=-885/686, 9-18=-1334/1930 BOTCHORD Rigid ceiling directly applied or 8-3-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) REACTIONS. (lb/size) Vasd=128mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; 1 = 805/0-3-0 (min. 0-1-8) Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) 15• = 478/0-6-0 (min. 0-1-8) and C-C Exterior(2) 0-3-8 to 3-7-0, Interior(1) 3-7-0 to 18 = 779/0-8-0 (min. 0-1-8) 16-1-13 zone; cantilever left and right exposed ; end Max Uplift vertical left exposed; porch left and right exposed;C-C 1 =-580(LC 8) for members and forces & MWFRS for reactions 15 =-294(LC 8) shown; Lumber DOL=1.60 plate grip DOL=1.60 19 =-567(LC 8) 2) Provide adequate -drainage to prevent water Max Grav ponding. 1 = 805(LC 1) 3) Plates checked for a plus or minus 0 degree 15 = 478(LC 1) rotation about its center. 18 = 779(LC 1) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 5)' This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1-2=-448/659, 2-3=-453/664, bottom chord and any other members. 34=-448/665, 4-5=-1619/2523, 6) Provide mechanical connection (by others) of truss 5-6=-1619/2523, 6-7=-2117/3229, to bearing plate capable of withstanding 580 lb uplift at 7-8=-2117/3229, 8-9=-1764/2674, joint 1, 294 lb uplift at joint 15 and 567 lb uplift at joint 9-10=-650/1062,10-11=-650/1061, 18. 11-12=-650/1061, 12-13=-588/765, 7) Gap between inside of top chord bearing and first 13-14=-588/765, 14-15=-5921763 diagonal or vertical web shall not exceed 0.500in. BOT CHORD 8) CAUTION, Do not erect truss backwards. 22-23=-1641/1110, 21-22=-2888/1931, 20-21=-2669/1764, 19-20=-2669/1764, 18-19=-266911764, 17-18=-988/725 LOAD CASE(S) WEBS Standard 8-20=-251/198, 9-19=-546/246, 8-21=-73B/469, 7-21=-319/357, 6-21=462/253, 6-22=425/513, 12-17=-186/335, 4-22=-1191/692, 4-23=-899/1334, 1-23=-1309/889, 15-17=-885/686,9-18=-1334/1930 1 3x6 = PLATES GRIP MT20 244/190 Weight: 91 lb FT = O%F, 0%E 'iri[fi3flmamirtetNrrewa 4u /IINi,11CSS3"SI1[%p1E:3111EtN56W1➢11.A{(7Si➢pt'U1fii�S1Y67b�[➢6ukkT Ean 7r.Ji&y yaosvacesfh[l oa [e 4ts hnse^e[ip➢. �jI[C�mi7n r[b tlTssfa ll,E„4'c�nSWielnens, ➢rleccuZvilnrdelnnrRtl,ed� lldi$iswgurrhhs ildl l�EntfarmeiWutirJ,:l lia4nsi➢�rrr�a(t SrwibrtefireN'�A.}�Elsp',l➢+rR eumw[u[Urdu[rnh:iml}[�marw3[nponikt:ghi2tl aASdmt3pikSrzs i,r�«tStlDP dl esnfi]Rit[yeesnx/S .Ixtertednen says.➢[. AntilOn'S Tom60"TIL'�P_E_ ulaedm��L ul�cgtei� rune rnj �titjdmaC*nr fr�Ciinivdlnfirl getriiifebml&➢esi¢" umeWA IdPo IIgeC( INn uxlSxlfrA[drulltrt r!¢..rlrtrdhr l➢➢ ly➢eIdnrdn[1s tArrykndel, s[x p;ustileunwlFus,sFtllr 4s[[�{mnAejd- Y;80063 �' n[1�i�ro•smxaiGg[axln[msu.�?„nl➢a t�yaxrnlr��uesdtaA&�"xrbz{nei5s441AuaecauittS9rd�kllrmnf&'1,et/eleuntfar{emapii[alPFlldiucncrzyn,tAri[tnfA4iiAMl�sc➢:r,!nmsCk,�h,^[eaelfirtssYmlelnn;nkn �BIVd,. 1-1 fepyilghf'.0,2pEdA:IP➢aILm;szi-,Aci6�nyTlmSslf,.P,fReapododi��IJ.hisdocumeet;inouykrm,irp[p6itgel,wnhovtlCeiniplppflmusiaotrem3aiofimss;!L-�i{h➢oyi.Tr5p71(,'p,E; Job Truss Truss Type Qty Ply A0054268 66114 FL05 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 Mi rek Industries, Inc. Fri Sep 30 10:33:54 2016 Page 1 ID:wTmKOkRHgUsU VQOTgXgOloyYmwi-T59tN u KZEGsTXQNPwku6ma60AFTzeRD Bn PNcfuyYUCh 0-6-8 1-3-0 1-3-2 2- 1�� Obi "- Dead Load Defl. = 114 in 3x6 II 6x6 = 46 11 3x4 = 44 = 1.5x4 11 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x3 = 3x3 = 6x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 o o � 25 24 23 22 21 20 19 18 17 16 3x8 = 1.5x4 11 1.50 II 46 = 3x6 = 3x6 = 3x3 = 46 = LOADING (psq SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20141fP12007 LUMBER- ( TOP CHORD 2x4 SP No.2(flat) *Except` T2: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 974/0-6-0 (min. 0-1-8) 15 = 966/0-3-0 (min. 0-1-8) Max Grav 1 = 974(LC 1) 15 = 966(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-883/0, 2-3=-663/0, 3-4=-883/0, 4-5=-2191/0, 5-6=-2949/0, 6-7=-2949/0, 7-8=-2925/0, 8-9=-2925/0, 9-10=-2440/0, 10-11=-2440/0, 11-12=-137610, 12-13=-615/0, 13-14=-620/0, 14-15=-615/0 BOTCHORD 23-24=0/2191, 22-23=0/2191, 21-22=0/2191, 20-21=0/2965, 19-20=0/2747, 18-19=0/1973, 17-18=0/1376 WEBS 4-23=0/432, 5-22=483/0, 5-21=0/1132, 6-21=468/0, 9-20=0/258, 1-24=0/1172, 2-24=0/372, 4-24=-1737/0, 9-19=-446/0, 11-19=0/679, 11-18=-868/0, 12-18=0/640, 12-17=-1076/0,15-17=0/1102 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. CSI. DEFL. in (loc) I/deft Ud TC 0.76 Vert(LL) -0.25 21-22 >701 480 BC 0.90 Vert(TL) -0.49 21-22 >365 360 WB 0.56 Horz(TL) -0.04 15 n/a n/a Matrix-S 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 15-8-10 PLATES GRIP MT20 2441190 Weight: 88 Ib FT = 0%F, 0%E nag nm.tlt�,upt� rxLl/n.71CSSBtillfi'1(6EiiII�RIIS6{Dl07tuASI9Si0Y"14>•t[�3Ur;6iresu,n�tei�gi<3,nran'v�rsw�eNt�, ssrryst��,ip�, orl�,�+2�lelnnrtfil�tiituur ,SyntRnens e�U�:+w:+emet�eei&d�s„;i ur=tomm{tl[ 41tn,t4neOOph,tlilSa7nss0 Flp�a{s5[aery&ri,r n n¢ryrfagtkemleee7m,�nlENpiw{ittmxat/r § �re4�dntsu(kGrstlrhfntllbOedptuoRlyrxe�� u9gnfi rs�n c usury Anthori"rorritiir'#II-P.E:: ninedmG stx,rlr(r�rlsm,amirlrt(aeme nnrG:�',maandl�xp:nesarr�),,a,,ttrtgas"ir":arac tnrrr,�r�rtleridaimin�,tladtonnisyfi!�alanetmseaF`nyh.etiysiRe[4h,xrnr�e+,rniy}3aih�ern[ v,uh4: �.s80083„ niera Wa�o-ynurlsntyM>uwQerla!i'ICed,td>&GrpsmluYlduanaa(E111�fik1Sr1rnlSkdnlAnlnt4l�rtlp lit+ttip�ajmanufatemtnlwy.�7,v or�etinnunm„r;kss _; ' enti+INt hd)p(waal,pnrq lb &?g1+k7 rtlYxinr/htt:ikin t(1nf1rt3R4ipi ltl/till4r01tlj011/in53 t[,ItRrl�b3e(Aeltjg7/fr�dit[tlahltjXL tl1151�t�`1110JIF1 ,��46 - 44Si�St Wde 61vE.. •(op"�ig6s!9'/QIbA;IPaolTmssezAetfionyJimSgllf�P,FRepfdo{I:>&41)hjsLorymeeyiqunphr�nispjoh3gedwahootihe:tnmenpervssmakem;A'�IAo}Tlassit-Aet4onylT�catlf,'PI' L Job Truss Truss Type Qty Ply 66114 FL06 ROOF TRUSS 1 1 A0054269 Job Reference (optional) Al moor t russes, tort tierce, tL 3494b, oesignLaltruss.com 0-3-8 1-5-0 1-10-15 6x6 = 3x6 = 1.5x4 11 1 9 15 3 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:33:55 2016 Page 1 I D:wTmKO kRHq Us U VQOTgXg0loyYmwi-xlj FaELB?a_K9ayb USPLIofFeetn NrGL0379 BKyYUCg 2-6-0 I i 1 0-13 OF &- Dead Load Defl. =1116 in 3x4 = 1.5x4 11 5x6 11 6x6 = 4 __ 5 16 6 , 8 6 14 13 12 11 a6- 9 6' 3x4 = 3x6 = 3x10 = 10 4x6 = 1311561 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) 0.34 11-12 >394 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.16 11-12 >826 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 70 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) NOTES- BOT CHORD 2x4 SP M 30(flat) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) WEBS 2x4 SP No.3(flat) Vasd=128mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; BRACING- Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) TOP CHORD and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to Structural wood sheathing directly applied or 6-0-0 or 12-8-4 zone; cantilever left and right exposed ; end purlins. BOT CHORD vertical left exposed; porch left and right exposed;C-C Rigid ceiling directly applied or 6-0-0 oc bracing. for members and forces 8E MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 2) Provide adequate drainage to prevent water = 636/0-3-0 (min. 0-1-8) pond1 3) Platg. Plates checked for a plus or minus 0 degree 8 =-884/0-6-0 (min. 0-1-8) rotation about its center. 10. = 1859/0-8-0 (min. 0-1-8) 4) This truss has been designed fora 10.0 psf bottom Max Uplift 1 = 419(LC 8) chord live load nonconcurrent with any other live 8 =-884(LC 1) loads. 5)' This truss has been designed for a live load of 10 =-1361(LC 8) 20.Opsf on the bottom chord in all areas where a Max Gry 1 1 a 636(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 681(LC 8 (LC(LC ) bottom chord and any other members. = 185 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at FORCES. (lb) joint 1, 884 lb uplift at joint 8 and 1361 lb uplift at joint Max. Comp./Max. Ten. - All forces 250 (lb) or less except 10. 7) Gap between inside of top chord bearing and first when shown. TOP CHORD diagonal or vertical web shall not exceed 0.500in. 1-2=-700/987, 2-15=-1237/1993, 8) CAUTION, Do not erect truss backwards. 3-15=-1237/1993,3-4=-1237/1993, 4-5=-589/1029, 5-16=-589/1029, LOAD CASE(S) 6-16=-589/1029, 6-7=-613/1035, Standard 7-8=-1397/879 BOT CHORD 12-13=-985/697, 11-12=-172211252, 10-11=-879/1397 WEBS 7-10=-947/1315, 2-13=-516/757, 1-1 3=-1 245/882, 8-1 0=-1 251/1988, 7-11=-2626/1602, 5-11=-286/175, 4-11=-733/787, 4-12=-294/67, 3-12=-278/181, 2-12=-1174/628 9a�lEi FI:Eti6ErteE6¢rea belllD .116S3E1s1riFe63A isUlS6U5DIOn1iSfBSiGYj1D�tAttustEL51LN'6n�rr.�lesn}xma BEM+,sins mci�sE�npun usrtD^,aeuE unsrs Trx<i�/t rE5r 4T4llti(gtni CflEnb^n �fet611g61I&D;Eif� NITt6f9lR?Et yltl Sll[IIIEEfl/13 CG1ODHNEEI9 A}iT,ISS D:S,Q rlJbltp{LSi OiIry Et�11 �n:>�umysD^ire,cntmrmp�saaErr,Dcnxaf•:�nYn�g,Esgoe,rttga,se;reS�Ed Eusu3ierms. aprr�c�n�mp rj EurtlNtgise iEs sEGu pxn ikcyudnEE�,arsror�Aottion c7, To'rntiotit-PE: ul nrd5s rxsTg®rr�enae,aT s�:usjdenD ne, c�nescasE,imeisxr, of trait rDng.;E.n+.,EnE rai»m uEae trrt s�aa�r,e,EKTlune/�;�dtir tDDat err ueE dnti ,scmr tsuEus, si s:rnisEr..�fm:asSait rx�./nxa/��.. � y;480083 I (o�pighr,�1g16ASlriotTtassxi-AyihpuyfTabcltP.FRepradoNx:pltfiisdurymeo(,igauyhrra,ispsohiEiiedwnhootr6earrtie¢pe,mnsmnfrem:4iliaoftrpssas;;A„urhonYfjeFiill[.;P.F.' Job Truss Truss Type Qty Ply A0054270 66114 FL07 Floor 1 1 Job Reference (optional) Al !toot ! russes, ran Merce, t-L-34U46, aesrgnLaiuuss.com 0-6-8 2-" 3x4 �� 3x6 11 1 23 3x4 = 4 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:33:55 2016 Page 1 I D:wTmKOkRHgUs U VQOTgXq OloyYmwi-xljFaELB?a_K9aybUS PLlofFZextNu5L0379BKyYUCg 1.5x4 II 5 0-8-2 1-5-15 i F=T Dead Load Defl. =1/8 in 3x3 II 3x6 = 3x3 = 3x6 6 7 8 9 o ' o a 3x6 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 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 purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (lb/size) 1 = 555/0-6-0 (min. 0-1-8) 9 =-436/0-3-0 (min. 0-1-8) 11 = 1370/0-8-0 (min. 0-1-8) Max Uplift 9 =-499(LC 3) Max Grav 1 = 555(LC 3) 11 = 1370(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=570/0, 2-3=-564/0, 3-4=-570/0, 4-5=-771/0, 5-6=-771/0, 6-7=0/696, 7-8=0/697, 8-9=0/698 BOT CHORD 12-13=0/990 WEBS 1-13=0/757, 2-13=-263/0, 4-13=-464/0, 5-12=-315/0, 6-12=0/1087, 6-11=865/0, 9-11=-857/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint 9. CSI. DEFL. in (loc) I/deft TC 0.47 Vert(LL) -0.0212-13 >999 BC 0.41 Vert(TL) -0.1212-13 >999 WB 0.52 Horz(TL) -0.01 9 n/a Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard L/d PLATES GRIP 480 MT20 244/190 360 n/a Weight: 66 lb FT = 0%F, 0%E wM6p Flus nErtyurrd4vhE IUUr nCLss{s s.rCen3uislrcae,r�n�a3eaimap^Easa}trraaa,lDw!l,rl,�iEt�twp pna4w,seisnEew.tumsr ssfesyEnre "yltu jcaasEsnnr! Ts�raiiylt Esk o�Swtt"ene e�enri^.n Tessa ironeica,w( atta«eupnstaaeepslkRelOnlirtlNASiJnss:D Esgwp{uSrtaBrEere��9e�Elmfm/yteume�rrpaE�nEpd,{noipr�ngselocacl sxle�rtnes�ireuip,tamrorooeir�nmi:RuvnunwleuirsreEnsm3rsr phthon'TTomliolitP_'E: alnedEesi sYsr rrVr IsCEn rr� �lnsc xr keLwnn sarlkshE! `iiEfau a,-aae�nadn,n +ie Ensr,ix.�cSsxllln lk! axnEmn Ipjfi;anrorl�li, iaaf rT�,sn.:e`r;snr rwEb{s3d'r da ns'1artd; Y '. ne$�,ifor0•sryeas�aldsr rflMnss'MB.!$ID4l14e.,urlslrrl�snNfi}IuidxrGepeatlSdnl6s aeKmtllS¢i li EedrTP nl&'A, eejAnenl6rpmsrslpwxe.�IrN ia<,nsstt�risjn�t"6un1Yi%lsA�Isrssossrpa;:snsh�rE"�a , erENints Va{��iei�deri 4q$S St'6Lu 80'�Blvd, anFurtreEl,c, w nrrpuy dyhpvpreatr, t6efnnarpErc�« nc�rntaiy&upapriEsinm F.ftm�mex91%n-.um aEtara..a,a-lull . F6rt;P�erre,Fl>34446 -�fIPj11yA��7Qt¢A'tA:Ni TE0iS�4,AG1110�'TT®lt31ljP.f; RETIoiEQl7E OI711/S;iO(UE10Ar,itfE0T I0lI�ISPi0111d1Iv'E,Y/OhEUnEEMirlrl7 PlIE)IrSIEEi@0.}�I tSBTTtOiSES=AptAEErI TEC.o7rIP.E° : 4 Job Truss Truss Type Qty Ply 66114 FL08 Floor 3 1 A0054271 Job Reference o tional r+i rcuur cusses, run nerve, rL rtayo, ues,yn�wa suuss.wn 0-3.8 0-8-12 , 2-6-0 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:55 2016 Page 1 I D:wTmKOk RHq UsU VQOTgXgOloyYmwi-xljFa ELB?a_KgaybUSPL I of9FesANwoL0379B KyYUGg 1-3-0 2-M 0-9-0 Dead Load Defi. = 3116 in 3x4 = 1.5x4 11 3x4 = 1.5x4 II 4 5 6 7 3x4 = 8 Wj 14 13 46 = -12 12 11 3x6 = 1.5x4 11 10 9 1.5x4 II 3x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.18 11-12 >705 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.33 11-12 >371 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 56 lb FT = 0%nF, 0%nE LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except` T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 669/0-3-0 (min.0-1-8) 9 . = 669/Mechanical Max Grav -1 = 669(LC 1) 9 = 669(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=0/274, 1-2=-487/0, 2-3=-502/0, 3-4=-487/0, 4-5=-1491 /0, 5-6=-1491 /0, 6-7=-854/0 BOT CHORD 12-13=0/1 286, 11-12=0/854, 10-11 =0/854, 9-10=0/854 WEBS 6-11=-394/0, 7-10=0/513, 6-12=0/858, 5-12=-429/0, 7-9=-1456/0, 4-13=-883/0, 2-13=-301/0, 1-13=0/856 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. .per WastRssr}!r_nWerfrt 141'� 71USS5[Stll� E�SD !?tW.B r0%Jtt"ifi5 (3ICkrE7 0';i [e6A.}Gi�lt Mra;:tnA7.drr{trnroC±n adittiesMate�s"rrts (;Ap.srm r 1GI; eeir„e Srstes{i itr.sl��r.t.r trrnt Si nEslcn nr ita rt5niae ixrcd n�r.'r4,c�ip !!tltisturckip&e5�c. ita3NtnAu lPitettptldlli,is,t.(FgweatJy.}¢s?ryun yttsrdpeaTlteprixrclrxnitplcrenpe#rkst:eelrgbrnE r;r3rn4i+leptufirtttiyrdGasnjlrhn{epMrdm3Se r3Urf rc4tltil lrEs ritn%apy�zt(rs+eg,v6utth+lnL xirudstnr -starni}utaruptsnwavr� ,ir>kji N ti�rsurl "srrde4.ar pr -.rx �'nxdt a iHmatrnd�-; ed saniE tb trradtsri pate seiea.td�t nc ��' AnNoriy7 Totnboili,::P„E:: ': >� n "4 Yfr :.Nt. roi ry t 4 9usv:t.utrc;5xna+dkaz,ibvu}efier'spetaa'fi'$. v-t80083,.., art==oq ruiw t r sa,nrtaxtaMt'SstM r�gt}r i,nesxni �r-,tr si ar narsr�tt suagmtttsrtpe tdeewtu�rr ttp.,3e<, >nS t�,skreyot x.�,sLus�;:z nrrms ,sit. tii., MEa rs�atna� r,ttaQaamr evert 4d515Fu Laeie 81vd., "� !}�;in9rmeSSpr.{uxgsprt9gstha�lr`tkrr+Fetnd rL )ii fths�GptY :R5I3t trriy t5lain d( ss nstnEep!ndtn} �E},„-¢r,p.,,tik:5asr�idiilFFC, ' �'aopyng.t,�!iOJdAlRpnfirarus-Ant@gprl 1pm66tUi p.E �gproEnmap olldis datumtrf, inooyt saris prc4'.bitrd'wt6gel@r_nnneii pgtsntssttA!gaiA-i,kvni ireSsti=Amfiayl lasb�lltP,E. Job Truss Truss Type Qty Ply A0054272 66114 FL09 ROOF TRUSS 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:33:56 2016 Page 1 I D:wTmKOkRHgUsUVQOTgXg0loyYmwi-PUGeoaMpmt6BmjXnl9war7BRw2G96NKUFjsiknyYUCf 0-3-8 1-3-0 2-8-0 0-11-3 2-6-0 6x6 = 3x6 II 3x4 = 3x6 11 6x6 = 3x4 = _ 13 12 11 10 9 14 3x6 = 1.5x4 11 1.5x4 11 3x6 = LOADING(psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.43 BC 0.47 WB 0.39 Matrix-S DEFL. in (loc) I/deft Vert(LL) -0.08 14 >999 Vert(TL) -0.04 12 >999 Horz(TL) -0.01 8 n/a Ud 240 240 n/a PLATES GRIP MT20 244/190 Weight: 52 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) NOTES- BOT CHORD 2x4 SP No.2(flat) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) WEBS 2x4 SP No.3(flat) Vasd=128mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; BRACING- TOP CHORD Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) Structural wood sheathing directly applied or 6-0-0 oc and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to pur ins, 9-2-11 zone; cantilever left and right exposed ; end BOT CHORD vertical left exposed; porch left exposed;C-C for Rigid ceiling directly applied or 8-10-14 oc bracing. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 2) Provide adequate drainage to prevent water 1 = 581/0-3-0 (min. 0-1-8) ponding. 3) Plates checked for a plus or minus 0 degree 8 = 581/0-6-0 (min. 0-1-8) rotation about its center. Max Uplift 1 = 378(LC 8) 4) This truss has been designed for a 10.0 psf bottom 8 =-378(LC 8) chord live load nonconcurrent with any other live Max Grav 1 = 581(LC 1) loads. 5) This truss has been designed for a live load of 8 = 581(LC 1) 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 FORCES. (lb) bottom chord and any other members. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at when shown. joint 1 and 378 lb uplift at joint 8. TOP CHORD 1-2=-617/883, 2-3=-013/847, 7) Gap between inside of top chord bearing and first 3-15=-617/891, 4-15=-617/891, diagonal or vertical web shall not exceed O.SOOin. 4-5=-1088/1696, 5-16=-617/893, 6-16=-017/893, 6-7=-613/849, LOAD CASE(S) 7-8=-617/885 Standard BOT CHORD 12-13=-1688/1088, 11-12=-1688/1088, 10-11=-1688/1086 WEBS 1-1 3=-1 175/819, 2-13=-291/274, 4-13=-519/972, 4-12=-268/48, 8-1 0=1 175/819, 7-10=-291/274, 5-10=-519/972, 5-11=-268/48 e�iye�s•6maur„i�ernxiuuvnss[s+'ss3�s�c3t'r.[�seukarcweSclfrexnma�sikesa[su[grmaY,��ryt�y,�:wRsw��so�, msrs,g�si�u�ymeeaamrrr,>Fu�r��,,s�,+N�en��n�«3s,>mr.,e,ico,Eij irtrr�msistuakrTx[AnkNflfiinsiOmaElr®x[r5(e!h1hEhnr aM�?fJmmm�aaa,�nzr,unn,iasernyn@uis�aliurdmturns+eEaaa»�toouiiwnmrra/mrs+uaniaEzeuk m4gr Adtticn`TTombstIi;P_E: o1�Hedna ns4r®rrnm� n,iei.utiersfene„ra;cm,oxes�+ste�rer`r+e�uao;�sr:nce :hntnrg ara irsf(o�a�F��aarf4l h�ePm;ttdn, mo r ifi�an an'QlMs uihiurktde3,slrq(tshl�efine,Jtiaiq sidlie�:rmr nr�fia 451 SL Y.480083_...' ue.i taro- ait ,m r�nxs +,demla my rm9,s r��easa ,r[�p�a t€ni� :emnmyj drmws f n s«,rw r�xl dQ�vEii�usnrrig, �s>n'?mse�E a:o ;Trciu rryR anrinsspmn .axis 4Wu 19.614 :' 1Ari!ini GRwakai�+!�W�ga�r�f�g7�7rymxn,,Int lNln sD,z.p•[yhninF�I nrh�lyo<i�jr7,uAnea�[nx2al,gtx�lty:3g"uppfed�ra,miitldnelsRil,, �Qi,(::P.re[te, FL ;34945 • �� --• (ep"y,ig6i�.2116A�LN�olLnssEs,�,Aeih'neyTTm6gilf,.P,F:Repsodo�?a:y(fh(sdorumenLignn'yformispj�itrt@dwnhoott6eierininpesmEsnanfrcm:.4'Ityo}Upss;!C;Amhooyf7�e5plit,P;FS t Job Truss Truss Type Qty Ply 66114 FL10 ROOF TRUSS 1 1 A0054273 Job Reference (optional) r i rcuur r ruses, run rrerce, rL a4UW, aesrgnLd rtruss.wrn Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:66 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-PUGeoaMpmt6BmjXn 19wat?BSM2BF6R3UFjsiknyYUCf 0-6-8 1-3-0 1-4-8 2-6-0 1-3-12 1-0-4 i ,� 3x4 ,� 3x6 11 3x6 = 3x4 —_ 3x6 11 3x4 1 3 4 14 5 6 8 1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20141TP12007 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 cc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6-0-0 cc bracing: 11-12. REACTIONS. (lb/size) 1 = 142/0-6-0 (min. 0-1-8) 8 = 305/0-3-0 (min. 0-1-8) 11 = 587/0-8-0 (min. 0-1-8) Max Uplift 1 = -58(LC 12) 8 _-182(LC 8) 11 =-384(LC 8) Max Grav 1 = 142(LC 1) 8 = 305(LC 1) 11 = 587(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-21 B/340, 6-7=-222/338, 7-8=-21B/332 BOTCHORD 10-11=-371/333 WEBS 4-11=-381/255, 5-11=-416/463, 8-10=-483/317 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opst BCDL=3.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-6-8 to 3-5-0, Intedor(1) 3-5-0 to 8-6-0 zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. :txri = 7-1-0 CSI. DEFL. in (loc) I/defl L/d TC 0.33 Veri(LL) 0,2210-11 -12711 .240 BC 0.78 Verl(TL) -0.0710-11 >883 240 WB 0.15 Horz(TL) -0.00 8 n/a n/a Matrix-P 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 1, 182 lb uplift at joint 8 and 384 lb uplift at joint 11. 7)"Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 8-6-0 9- 1-1-0 3- PLATES GRIP MT20 244/190 Weight: 50 lb FT = 0%F, 0%E --.#trsnt Flea 9tngNr rtii+rfulllO�lt6i3t'S(1j�;11,3ll�Ii17156G�6MI�AS(ISip4{W�d j.ltk'151E!'eWki lao: �inihiupµ !fittrNl,dw:Sntdt fnSt6e!Ilr�e u)�P",miillt YCoetl Ustt lLi!-4ht t3lnti�4e iM✓J tSCtl �S[M �NRI r&O,lilt �gszcratmtdms aldik t �0.rte-OUult r�t Af Lut Olsgr ti#oser f a ste�rgi� n f n ua nenrta; rare wta.�,�puremgrrznmgnsn,myresp�,eay �scyscad �tupa trey tetrrasrh ique it Benin l laersvnusMpx , i;�ts to t r� sry i AnttidiiYtTr TomGo III¢P:F:. blrsed6shnilawrtNl§! mnt>rt;iatAme.tersecmitensrmte�stsmftt.fang"n,n�atmadnu:,.,nrra�+nts�riFni�s�tFttn�l ddnmo t�r;uatnnttssicer��tT�y,t� inv>:fu�slni�y,s�(nzrnlmtaata �80 ' uelrieto-s�asc�nt�ufamt,aai�tmma��rttwsnoisd>sFountrepams�e,tl�!aer�msct!6:lsitrrrmszlxf�eMrreearvsiPla:eettlttfix,ps,esjnc�ri{�aeiem�n,wsgr;rie�teerry�,e!e�inssugtna�s.wsj 4451%SCLuUe6`vd. t&ivh,urats.,ttenmron?ep.mqn,q`tjttr�sitt�iHincsmsptga,rnt7rnttrrl,gptnperxlnissmeujninotmtt�iigzNrnad�daramdG�,Nanl: ForfPerfe,FL;39946 Z!<QAPti9ht,�7pI6 p:Lf olTrassad;Acih�nyitmaillP.ERertedun��c(Idisdolpmeet, many hrm,isplphitrted,wnhootiM1e.vimF9 pnwuswofiom.A;l taoftroiits;;.Ap(honrT Tr3eilf,`P,E' r Job Truss Truss Type Qty Ply AO054274 66114 FL11 ROOF TRUSS 1 1 Job Reference o tional Al KooT i russes, ron vierce, rL a4e4o, oestgnLa rtmss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:57 2016 Page 1 I D:wTm KOkRHq UsUVQOTgXg0loyYmwi-tgg0?vMSXB E2Ot6zbtRpODkgoSh3rtUdTNcGGDyYUCe 0-3-8 i 1-3-0 1-3-8 1-3-8 3x4 �� x6 I I x6 11 1 3 3x6 = 4 5 0-6-8 3x4 7 11 10 9 8 3x6 = 12 3x6 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 35510-3-0 (min. 0-1-8) 7 = 355/0-6-0 (min. 0-1-8) Max Uplift 1 =-208(LC 8) 7 =-208(LC 8) Max Grav 1 = 355(LC 1) 7 = 355(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-322/479, 2-3=-317/470, 3-4=-322/488, 4-5=-322/491, 5-6=-317/473, 6-7=-322/482 BOT CHORD 10-11=-667/411, 9-1 0=-667/41 1 WEBS 1-1 1=-640/427,4-11=-118/316, 7-9=-640/427, 4-9=-118/316 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=3.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-8 to 3-0-4, Interior(1) 3-0-4 to 5-9-1 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.16 Vert(LL) -0.02 8 >999 360 MT20 244/190 BC 0.17 Vert(TL) -0.03 12 >999 240 WB 0.20 Horz(TL) -0.00 7 n/a n/a Matrix-P Wind(LL) 0.01 9-10 >999 240 Weight: 37 lb FT = 0%F, 0%E 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 1 and 208 lb uplift at joint 7. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 4 army Flmssmreed!(re�he a t rot nessas ssure}steau iawe uaai!�f eostrW; ��:asar;rnsuariaa Yrtnr�,ys��urwzKt4a, am: i ase�:!vuaYy�ue}`�aw uaart try u� i. u�, ,sre<rrdaans. sti r v,S is<sadnne rsa yj 1 Cse pmst kktrrrrraznvnierea uaurssu Ei�aGa sr mhrj a�a autiaim rxasm�c ransrr mreo aac re tD br rrs�d u�kr�satr a;r mwtonryuenlnl ikhvpuuuFu lAalznw e"s Adtfion .7st6gi66'I1�'P_B_ �T A t'ne�drt lseirnry s!{e resrnsCidjdtaC.xtC:in sagFntrd r7ex �pe&AfarC.'A`, k, aradRill,HriitWnl soai�:7rariFGt tk Ira ildn roC riryfitleasA0e1M a€GyFaYey i! ry:hsiil'c`aeii,Way.�4d!iz'. dad.: Y $0083 ,., . w lar.nsv�,uer�m aKea stMuesTa �ssracns�las�Rsdmr�Yisc�ua tiaaee�piujti6krSrtr�S atinewreixryz� �tntrfi.ssuiynu xpf ni,e�rrossn inaear[dxeruinssarlm�ar; us 44S ;"st waa:slvd,. ' ,' i!Mvhr4Mei5 it+ifla!!rona�xm rcyytlpn�surr�li•ernssuecpTeTmirnr�rmd�uatuiir�iga�suAnqrpiiaTfn fray uaTuded�rex,aeut�,namt ri» L 94 .._..- _ �" etmpslaara®ilRoatTrpssei;;ll'tn6oay'Tj;m5el1(,PT'd Capjfi hr41,1914A- R�ei ms zrr/.pjk2eYTTamS illP,F` Re sddoai�&'af_;isducy_ )�'.X.. PIRs.�K..rt hnatrhemfii�P i .. ` Job Truss Truss Type city Ply 66114 FL12 ROOF TRUSS 1 1 A0054275 Job Reference (optional) N, nuus nusbes, ruri rierue, rL ,r+af,o, ues,gniwa irru55.Com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi fek Industries, Inc. Fri Sep 30 10:33:57 2016 Page 1 I D:wTmKOkRHgUsUVQOTgXg0loyYmwi-tgg0?vMSXBE2Gt6zbtRpODkhlSgnruFdTNcGGDyYUCe 0-6-8 1-3-0 0-10-7 0-10-7 3x4 �� x6 I I x6 11 1 3x3 = 3 4 5 0I3= i 3x4 G — 7 10 9 3x6 = 8 11 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Code FBC20141TPI2007 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 5-3-14 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 292/0-6-0 (min. 0-1-8) 7 = 292/0-3-0 (min. 0-1-8) Max Uplift 1 =-160(LC 9) 7 =-160(LC 9) Max Grav 1- = 292(LC 1) 7 = 292(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-245/370, 2-3=-241/360, 3-4=-245/379, 4-5=-245/379, 5-6=-240/360, 6-7=-245/370 BOTCHORD 9-10=-401/278 WEBS 1-10=-491/325, 7-9=-491/325 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-6-8 to 3-8-10, Interior(1) 3-8-10 to 5-0-6 zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI. DEFL. in (loc) I/defl Ud TC 0.10 Vert(LL) -0.03 11 >999 360 BC 0.25 Vert(TL) -0.05 11 >999 240 WB 0.15 Horz(TL) -0.00 7 n/a n/a Matrix-P Wind(LL) -0.04 8 >999 240 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 160 lb uplift at joint 1 and 160 lb uplift at joint 7. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 32 lb FT = 0%F, O%E a�niy rtm.nirss,l�rre�.nr tune Messy{utta'Cit3;tii!rutec�zum;nslcsmus'r�sdv�rtt�u"•:ir6m;[rirytu>�ru,,�,m,eolme., ,mcis,e�,igme �yn[rjoa rmArtr> ia�yitr�, sanvla��,.eJm�±i�{radne,rca.�, ts¢a�a �a ceim,izp r�ax tmal,n r u,tmco t, {� s[ �,er6P, r e r�,rcg�aiJq m m�e,t a,arnr, n{ yn4nyr �oxmt3[ a (es7aasw[irm k[aiwnytoc a n[iii Rea y,n pm[z do m�wt Ar h-b'n':T TomGo tit :P E: at la"T ysia, srrhldy W„st sG:uhAesC x%t;',p.rdremnnrZ gre i1kk7,tzrgn ee oasudeddlSn a,+x [,a[aisF pyus ariti tnR ndn mnar�yryaq ae,t 's q ,a ut'n [ mN r�ar.rimet,fd�i �.'x m.�mmMd: Y; �80083 }naFo,D•yy,rr,uGa,rr[mtn5.!,!''ryt7ggm�it�rourn[pldasritOikW6:grs1.4ti1'd,esusq"rae krlfinl5�'.Itrcj lerrirkir�eilpil,e, itfif�i„ss[r:�yna,�m,iyuart,tesir ssgriMs`o, {r,6Wirt,sum,+,,.ukss �- r.�• .� .�. 4aSi;si L4cie61vd. ,arvtiLradtn �i�"rrupinS �yhptr�� aFN.,itains,on.p[staeuisc tmt�twuenprxlns;gnez[r[ma,r�t»iu>[.ldirr�ud�ma,nersamulu,}nr (=4rtPierre, FL;�494b ---��(ep�i,ghtD1QIQR-IIpoiLas�er,Iol6onyiT�etl(P,f;Rep,oduni�EoltAlsdmumeet,inuuyia�msp,o63i(¢dwnhpa[tkeutimfapemnnn:hamAatao}Los,tY-alnthoariTxho1!(PF,.' h Job Truss Truss Type Qty Ply 66114 FL13 ROOF TRUSS 1 1 A0054276 Job Reference (optional) m 1 —1 1 cusses, run riarce, rL J9tl90, aesignLd I"Su.wm 0-3-8 1 0-9-12 4x4 \\ Hun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:33:58 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-LtOODFN41VMv01 hA9az2wQHtos2gaNNni1 LpofyYUCd II 3x6 II 4 7 6, 5 2-10-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.02 BC 0.07 WB 0.03 Matrix-S DEFL. in (loc) I/deft L/d Vert(LL) -0.00 8 >999 360 Vert(TL) -0.01 8 >999 240 Horz(TL) -0.00 4 n/a n/a Wind(LL) 0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 110/0-3-0 (min. 0-1-8) 4 = 110/0-6-0 (min. 0-1-8) Max Uplift 1 = -48(LC 8) 4 = -48(LC 8) Max Grav 1 = 110(LC 1) 4 = 110(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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 48 lb uplift at joint 1 and 48 lb uplift at joint 4. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. r 0i6 8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 0%F, 0%E gp�iy n4,sd�yurss�s.rxAnau msca(uia�,ozgiGtr�trnuxeelsgm�nscmeutvr�uk��e;uyuerao:Y�attcctn�aacae,aso� � rmc�,ycm, �trtc�,adc�rp�nMr`tr�cw,sv„Itne+<Ledcc,a��uivsi�deic6yii fntitvdns§flkyStartse4uff,tdu,lrycsf�tr�dy&uSoc�Hmpm,rReroe.�ysamrmn�ecawiyreyaevntiae6dmrcai�rmstgrt,roloued�mntittyltayceurowtmttcmduh AnthonS'TotioItIP_E dis,�fcr ncts6��sae�sy...ryAsne.Kra,v."m,caa,.csss ng 'a,t,:uuaa.�r,.,s:,cecrana'm IhelvfS.t(urdzdMiMyrncld5�NOWryy6�Nn�dtl�l�ntrdei�ry`tvdeyttegfiliwwuika'sr,.�SdiiesreSgy"d i urkrgrgH'rGoketlw�gxlesisMk7111&,�rpzratirlflitpetl cettvrczry[rs:p-em 4yihcwo-�lus9r�62e/Iri°scfsracuda'er'i+brar"dpas>e,rn:[�mo�ayisc m�nskasa i?cce srl�neci,pb•,fixnRtiisscrmrrJup,ulei� y. 8P083 tNn!'neb5lr,�nia_'yndry'nm Rag7p9 pvmEei lhN;1alrsttgespUtkxfnk0(tl�rd llm'ddpni �rT�nstgnhµ5iitatay�ronlly Yq 4/CdI�rO M�im�sd�Mm lFS: � `. aa5isf` Lude Blvd,. fort„Pierc2, Fl. ;�4946 (qp"pighitD, 4UI6 A?I ioiLasse;-,(�ihooyJ i &SolltiP.); Ftvoduaix cl jtiii dorumeat. in ugyhrm i(pgdi6iizdwnhauttpe mi6ep6missin� IicmA':1 t<aof Irpssts;Anthogy) T:ehellfp.F; 4 Job Truss Truss Type qty Ply 66114 FL14 ROOF TRUSS 1 1 A0054277 Job Reference o tional i., ,w.! uuaa 0 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Cade FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 116/0-6-0 (min. 0-1-8) 6 = 117/0-3-0 (min. 0-1-8) Max Uplift 1 = -51(LC 8) 6 = -50(LC 8) Max Grav 1 = 116(LC 1) 6 = 117(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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 51 lb uplift at joint 1 and 50 lb uplift at joint 6. 0-6-8 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:33:58 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXqOloyYmwi-LtOODFN41VMv01 hA9az2wQHsms3jaNOni1 LpofyYUCd 0-4-8 , 0-0 4 I 0-3-8 2 5x5 6 CSI. TC 0.08 BC 0.02 WB 0.06 Matrix-S LOAD CASE(S) Standard 9 8 7 DEFL- in (loc) I/deft Ud Vert(LL) -0.00 10 >999 360 Vert(TL) -0.00 10 >999 240 Horz(TL) -0.00 6 n/a n/a Wind(LL) 0.00 10 >999 240 PLATES GRIP MT20 244/190 Weight: 13 lb FT = O%F, 0%E WEn!]-rim!lQintruranls, ne rua nes-ss�n.;i�•iKaii rtiuscuzDmas"iasseW^ur9a�.au.si�r•:�la'r!; r�i - � , ' �, 1 � �. phxs-+lnEWleil ! Easl lCeirlD mrCR,'lmdtll ubmriT kNl 'Idn zY1e!ltdnewc ClJrsla:!!'l eittiimnE lDC,elir ua!k®rx�vpehfilaflkuNM,4e7pinti�u'llSimiDxgNraln{usi ETe)I�ml�nr.+rfPJlgrmzlnw�c�uizdnz{ldtlinl�egm�e,�gsp�lastirb3crllnapes„tktie<tr?t,nlUee�r�nm�Rel<lipuwl8set,isiilrrtmmmllansFdr. Anifion3s7omtinllTPE:: ainedrx! ns�m td Bne,u !uS'htiiltlEC MnlO iiledlmd Iflkit ➢�! n9.wfertdn C::BeI%dnl llxlk� l�ldiF4i Rs ep;sdtnl fDD tayfrJnednlT !!dld jkmbytl eyi pslile5aMlelnslSl jenenlrmnedel- � ne le9 D'Fi$!let,+ji�ltla 41fMnYst.E+ltrwTD ul�.lratires'ul Edlnse{ner rs to xea 3einlde 4lapEs .t4�zrt rr u m! dne .eftN ' "[i'iF�1 hI ssM- n,'�tan nlYfilsal�lns0 iiNiDu h ,e*tetlnllUndE9Mn unss . �.^'� 80063 , EQer,!gl F�Rali, eruiianrymlryum.. If�IttM nrcatl dr,i.�Ni'�De:pGjheNisl7lnEp flpTUM�Drlsoss StnexlilRie(dmrfa111>p,.dC iy7DwRll,,mz3nus{AnlmRli. ' - `4451;$ LUCID BIvd. (e' i fisif!'!QI¢A1i�biLnsses-,Ae1h�n TT m stl(�P,fr RaPlodupixd6iidorumen[goad(ormdspiohi¢itedwnhaunhelvrinEnpetmntlnolrom4%19aatUassDC;IltlhoDtTTecholl(PF: Job Truss Truss Type Qty Ply A0054280 66114 HJ2 Diagonal Hip Girder 1 1 �Job!Rpference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi-rek Industries, Inc. Fri Sep 30 10:33:59 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-p3ymQbOi3oUmdBGMjHUHTep_GGN WJg9wxh5NK5yYUCc 4-1-15 4-1-15 3MBEI G5t361 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Wind(LL) 0.01 4 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 317/0-9-4 (min. 0-1-8) 2 = 99/Mechanical 3 = -31/Mechanical Max Horz 1 = 60(LC 4) Max Uplift 1 = -148(LC 4) 2 = -75(LC 4) 3 = -56(LC 19) Max Grav 1 = 317(LC 1) 2 = 99(LC 1) 3 = 21(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 1, 75 lb uplift at joint 2 and 56 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 29 lb up at 3-2-0, and 29 lb down and 29 lb up at 3-2-0 on top chord, and 4 lb down and 54 lb up at 3-2-0, and 4 lb down and 54 lb up at 3-2-0 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: 1-2=-90, 34=-20 Concentrated Loads (lb) Vert: 9=67(F=33, 13=33) PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% r FlmefiuttgllTreierdt ilig ,D6.�fYlir E63.0 11Nfkt74Drt4;A3,9Sr0aj'Wf3'ji1CW:3"dDet,EYP6aYnHrh pFva.v�u,WVevlxty 5air sse,�a re �q yP�n�d i a8 rI.L�.Iy at k'. ,. _ s�/ p j ldeicsnear�ens elaneuuh 3eTg0u[e�aM. ui7m g`e[, :X{s,s[wgOrtiga 4n: sslTs�jlD J[[�eMmenentfzeadnxTnhn�n�l evngw4eg egoxa%bizlis014mEsurns lys: nero`u lr Fnml ik3sm,aeiTmw, cHms1. :.: pfitfio"nT 'fomtititit AE:: ui;Te�tC ags6 b1WsTsNm[+rirtjae:ama,enrsmte[cu newrrmo,Weu: rd,rbasxwnna.cgmewmrra�ddtrooawrrms[,n1eTMseni�arey,tieT:arnc �[nu:gSmise y„ua1a; Y�80063...: nitatags �[�%�aan[rcgn,s�ne Toerti L alp�e sdnetueTo st,r>eGa tgs9T �drnoas ci, ,<rnr�� sxa�nia :ntnyna ,ai n anpy::o :t/mcrr,r> rui :uan�r,wci 445.5}Ludia61vd.. �IaYn Grw dlrr[gao •gdPO!•n aq'.yxi� 6[h t_1kTmiatxgsas `nesTarfinro, xT,ssms[�[n��ute un 2u�wa,dmx segsa�nuyRn, it a ,394 Fo";Pier[ PL' 4...6' • - (ppryigblm2Q16A:1.6 o(Insszs,Ailh9nyJT.mSa11(;P,F� Re�rgdogi�tf]hndocgmeet.jgon�f8rw[sploAlitidauhootffiewrmenpermn'siaohom'AI&Sotlmss;C�;Atiho6pfZ,cbc�IfP;E' Job Truss Truss Type Qty Ply A0054281 66114 HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run:18.020 s Aug 312016 Print: 8.020 s Aug 312016 Mi fek Industries, Inc. Fri Sep 30 10:33:59 2016 Page 1 I D:wTm KO kRHq UsUVQOTgXg0loyYmwi-p3ymQbOi3o UmdB G Mj H U HTe pyn GLzJq 9wxh 5N K5yYUCc 5-2-0 5-2-0 LOADING(pso SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.02 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.02 4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 372/0-9-4 (min.0-1-8) 2 = 146/Mechanical 3 = 22/Mechanical Max Horz 1. = 75(LC 4) Max Uplift 1 = -179(LC 4) 2 = -105(LC 4) 3 = -7(LC 4) Max Grav 1 = 372(LC 1) 2 = 146(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 1, 105 lb uplift at joint 2 and 7 lb uplift at joint 3. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 57 lb down and 42 lb up at 3-2-0, and 36 lb down and 36 lb up at 3-2-0 on top rchord, and 22 lb down and 26 lb up at 3-2-0, and 64 lb up at 3-2-0 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: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 9=22(F=-22, 13=43) :0mi.1 Flea hrmyslynircrn¢ a n¢d�DCi33t 5,23� Ei311}sixdsd lOk¢ 1k:A3(gStOsij7�J+iij1[kF^u�tELwuf1P brt �ieiiryknp tsea4nrrd5xteM uMs i� isuYsir On �{I,0'lail�r lshayl Te {a Iki.t xhmn sketklge xt t�en�:n�lye sxfrl retie t&A,.ntj '.. ;F1Qikcsmtt5rdehsshllk., tktnriggtlt�dt ay Jns�gesgeGratr{, stu{tyCePirz msx�ns.Ito;yr{aummnarargraFsd�..m,fu�vnbarxpoc�wsysntsks-ed#a�p.imsietm:3nd.tegarr/xeRtnl Tuusmxu�rxn,ii.��cams�.p[ithcn"SsTom6o�II1-P_6: Mn�dsr rii�r it sderx sC�dmtgux 3t`gc�in4cAxmt �r,ttnir �n�ueru�rxdtAdnrR nrAt rhstrxlx�e'iit»xt1FFt Ikr n�ta[hrRfOat fiiDntdnri irzdNny�trsau i nsira, tt�,sd;�"k:,sy uand,' ' Y:�>36083„� 11e kr3retg sryxaaGeaidx aifeanse xlEbtlg"adyajm�ttinlrxe�msNfielefi. r�eyem5sitjtRu brM1tSliti4 Ei/I fP 1S�A ctiil_ tfGtpaedpiiaae.1f412�atsih �tyns�lnimttfitssd�huss0�s�aT isga,p}e,r,a6t irissl&ntr3an, rkss 18mxttAaaiMraalTtoss;(„Ant n f 1 mho�l( f,t; Re yodogt9&41, isdo gmeeYriigonn dorm is tpfii Wmttaf h11ig iRiM1od¢el lqa mriie4 NaJtkl- f ryxdrlxy ,+Erglr'WpNHIndM,1k"GYsDetat hesrBR tUtenG D<t , xlnss<rnee F4[E,Pierce, t L J99A6 fpp}1rgd�tD,iQl$AJR� hp�y F Ih r �,YP_ hindwahaotlhedrdltgpn�msmaehaiu.A'Igaotrmssxs,�Aghooyfimh4llfi;F: Job Truss Truss Type Qty Ply A0054278 66114 HJ14 Diagonal Hip Girder 1 1 Job Reference (optional) Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:34:00 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-HFW8dxPKg6cdFLrYG?? W?rM_OfV525g4ALgwtYyYUCb 2-3-11 B-7-4 12-9-12 17-0-12 17r2-4 2-3-11 6-3-9 4-2-8 4-3-0 0-1-8 1.50 12 Dead Load Del. = 5116 in 3x8 11 3x8 11 1.5x4 11 5x10 MT20HS= 5x8 -= 48 = 7x10 I! LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.26 13-18 >793 360 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.58 13-18 >359 240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.31 13-18 >661 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30, B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP M 30, W5: 2x6 SP No.2 OTHERS 2x6 SP No.2 LBR SCAB 7-11 2x6 SP No.2 one side WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc pudins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1385/1-6-10 (min. 0-1-10) 8 = 194310-1-8 (req.0-2-5) Max Horz 1 = 145(LC 22) Max Uplift 1 = -668(LC 4) 8 = -903(LC 4) Max Grav 1 = 13B5(LC 1) 8 = 1943(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-2305/1156, 1-22=-5183/2485, 2-22=-5154/2486,2-23=-3852/1783, 3-23=-3821/1777,3-4=-3776/1764 BOT CHORD 1-26=-2557/5119, 13-26=-2557/5119, 13-27=-2557/5119, 12-27=-2557/5119, 12-28= 2557/5120, 11-28=-2557/5124, 11 -1 9=-1 812/3772, 19-29=1 811/3779, 10-29=-1815/3786,10-20=301/629, 9-20=-300/631 WEBS 2-11=-13661760, 4-11=-330/991, WEBS 2-11 =-1 366/760, 4-11 =-330/99 1, 4-10=-4139/1989, 5-10=-520/276 NOTES- 1) Attached 4-11-12 scab 7 to 11, front face(s) 2x6 SP No.2 with 2 row(s) of 1Od (0.131"x3") nails spaced 9" o.c.except : starting at 2-1-10 from end at joint 11, nail 2 row(s) at 3" o.c. for 2-10-2. 2) Scab(s) 7 to 11 to provide bearing enhancement at jt.8, a cluster of 12 evenly spaced - 10d (0.131"x3") nails are required within 12" of jt.8. Total nails to be divided equally between front and back if scabs are on both sides. Bearing is assumed to be SP No.2. 3) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.0psf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 668 lb uplift at joint 1 and 903 lb uplift at joint B. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 98 lb FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 25 lb up at 2-5-3, 37 lb down and 40 lb up at 2-5-3, 45 lb down and 37 lb up at 4-6-9, 20 lb down and 21 lb up at 4-6-9, 69 lb down and 74 lb up at 6-10-4, 43 lb down and 50 lb up at 6-104, 93 lb down and 110 lb up at 9-2-0, 70 lb down and 89 lb up at 9-2-0, 117 lb down and 147 lb up at 11-5-11, 95 lb down and 127 lb up at 11-5-11, 158 lb down and 183 lb up at 13-9-7, 122 lb down and 164 lb up at 13-9-7, and 213 lb down and 128 lb up at 16-1-2, and 176 lb down and 201 lb up at 16-1-2 on top chord, and 23 lb down and 25 lb up at 4-6-9, 14 lb down and 71 lb up at 4-6-9, 39 lb down and 30 lb up at 6-104, 7 lb sown and 7 lb up at 6-104, 56 lb down and 35 lb up at 9-2-0. 15 lb down at 9-2-0, 72 lb down and 35 lb up at 11-5-11, 34 Ib down at 11-5-11, 89 lb down and 34,lb up at 13-9-7, 58 lb down at 13-9-7, and 104 lb down and 106 lb up at 16-1-2, and 79 Ib down at 16-1-21on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 7-14=-20 Concentrated Loads (lb) Vert: 3=-185(F=-74, B=-111) 18=17(F=40, B=-23) 1 9=-1 32(F=-44, B=-89) 22=-1 7(B) 23=-89(F=-25, B=-64)24=-2BO(F=-122, B=-158)25=-385(F=-176, B=-209) 26=-32(F=7, B=-39) 27=-59(F=-4, B=-56) 28=-97(F=-25, B=-72) 29=-1 62(F=-59, B=-104) . �.. .IrV4.fr fitHlux,ayar3lrxiW€,rtr NTIUSR'i{5��6tFt76(,?fU}SgtOkir'�SIE}iC�i�iS�r'rF'Jk:!i�C.V.Xr xRL:tB}r,dSL'�RtNIB2il€t,iiPE�RiS tY�}i1,152JJJR 1iRIYj lOf�tgf 111 it�ft�t tli'Al�:r.[xi4:IFwt SStEiithi€HS �I ffia�t JiCS!�p'�d F�4ii,4dj w ei.i€wta,'prrJsatitsdl rltt�xs€:nWi.,tn,aE>1nwr9. Sn�eMx€J�?,T,ct€m)Ro€Jp€>rsr�€m,',an€ d€iI,n , ,fjarornas;rx€,sr,i€J€ �ad�bttto aeeJ tnr eia nr 'rcna€sw,xym reixat x in Mm us €ut to 3 r r€:Ct u €wm d� do Im�h€ Ju ' F n l P eft d 7t * R� 3 MthO(iy:T T6mb44tx;P P:: f^ s ,j, 3 4r!, t � ahiyatiao!&t ti i�$'aidtlxd6wCmt a�x7Rt) rJ,gktM€sixi�teiorSeMrid3e ma �'!'N�Y�rciS 9xnwadpe�8 fh&t Ya�yrxyka�a� ?e 80883,,,. , x1twrlmavjatrtiw,Kn&thcsd�mth p«r�r�tie�uacossrc€larruhd€fsua,rt�emn-a�tx,must smiu,rtni,sar"s�s.. fir«a9.:.... tuc e,Blv�, ^ i•3n6iftbrods7[fctjilggedgxhsJlojlr�rn?€tr€IrtI.;.TeTnJ7estp6twz,isr�t`Eektltjt}s }"ik eri^ns rshafexrndetlret,y..'fiaptfcefx�saaCti Bft€dair4L. ,� ,foijh�Plerce; FL•'�9�4fi ^ �-;CoPprigl<.iU.?SOJ3A1F6g1Tm3rs;1,lmdc�tT.ldin6allf;P.EifepmEnrfiegrotihisdamaanrmodp"fsrmJsp€p6;biled�hgenhaa7jneapermJitunfigm,A<IraalTnsctf-Aigdecp7�To;:ScIIGR,I; Job Truss Truss Type Qty Ply 66114 HJ14B Diagonal Hip Girder 1 1 A0054279 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 6-2-1 8-7-4 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:34:01 2016 Page 1 I D:wTmKOkRHgUsUVQOTgXg0loyYmwi-IS4XrHQybQkUtVPlq WIY3vEh3tQn W3DO?aTPyYUCa 1.50 12 D.2 road Defl. = 5116 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.24 13 >914 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.52 13 >413 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.28 13 >773 240 Weight: 103 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T1: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except* B2: 2x6 SP No.2, B3: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W4: 2x4 SP M 30, W5: 2x6 SP No.2 OTHERS 2x6 SP No.2 LBR SCAB 7-11 2x6 SP No.2 one side WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc puNins. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. MiTek recommends that Stabilizers and required Bross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1261/1-5-5 (min. 0-1-8) 8 = 1666/0-1-8 (req. 0-1-15) Max Horz 1 = 150(LC 22) Max Uplift 1 = -627(LC 4) 8 = -745(LC 4) Max Grav 1 = 1261(LC 1) 8 = 1666(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-21=-1904/1001,1-22=-4533/2186, 2-22=-4506/2189,2-23=-3705/1684, 3-23=-3687/1680, 3-4=-3643/1669 BOT CHORD 1-26=-2265/4471, 13-26=-2265/4471, 13-27=-2265/4471, 12-27=-2265/4471, 12-28=226414473, 11-28=-2264/4475, 11-19= 173013651, 19-29=172913655, 10-29=-1727/3659, 10-20=-411/893, 9-20=-410/894 BOT CHORD 1-26=-2265/4471,13-26=-2265/4471, 13-27=-2265/4471, 12-27=-2265/4471, 12-28=-2264/4473, 11-28=-2264/4475, 11-1 9=-1 730/3651, 19-29=172913655, 10-29=-1727/3659, 10-20=-411 /893, 9-20=410/894 WEBS 2-11=-882/550, 4-11=-74/625, 4-10=-3824/1808,5-10=447/298 NOTES- 1) Attached 5-6-12 scab 7 to 11, front face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-0 from end at joint 7, nail 2 row(s) at 4" o.c. for 3-5-2. 2) Scab(s) 7 to 11 to provide bearing enhancement at jt.8, a cluster of 12 evenly spaced - 1 od (0.131 "x3") nails are required within 12" of jt.8. Total nails to be divided equally between front and back if scabs are on both sides. Bearing is assumed to be SP No.2. 3) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=S.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at joint 1 and 745 lb uplift at joint 8. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 37 lb down and 40 lb up at 2-5-3, 37 lb down and 40 lb up at 2-5-3, 20 lb down and 21 lb up at 4-6-9, 20 lb down and 21 lb up at 4-6-9, 43 lb down and 50 lb up at 6-10-4, 43 lb down and 50 lb up at 6-10-4, 70 lb down and 89 lb up at 9-2-0, 70 lb down and 89 lb up at 9-2-0, 95 lb down and 127 lb up at 11-5-11, 95 lb down and 127lb up at 11-5-11, 122 lb down and 164 lb up at 13-9-7, 122 lb down and 164 lb up at 13-9-7, and 173 lb down and 203 lb up at 16-1-2, and 173 lb down and 203 lb up at 16-1-2 on top chord, and 14 lb down and 71 lb up at 4-6-9, 14 lb down and 71 lb up at 4-6-9, 7 lb down and 7 lb up at 6-10-4, 7 lb down and 7 lb up at 6-10-4, 15 lb down at 9-2-0, 15 lb down at 9-2-0, 34 lb down at 11-5-11, 34 lb down at 11-5-11, 58 lb down at 13-9-7, 58 lb down at 13-9-7, and 79 lb down at 16-1-2, and 79 lb down at 16-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 7-14=-20 Concentrated Loads (lb) Vert: 3=-148(F=-74, B=-74) 18=79(F=40, B=40) 19=-88(F=44, B=44) 23=50(17=-25, B=-25) 24=-244(F=-122, B=-122) 25=-346(F=-173, B=-173) 26=14(F=7, B=7) 27=-8(F=-4, B=-4) 28=-49(F=-25, B=-25) 29=-117(F=-59, B=-59) wetse;;�ir.Ra d1r �riiur�rstu=t�ksSeufw:rroroir �sl�itcs�ro�a��m'io,a,#�atitctcrc,a�itaiie,2ea,a�,;is„ra,� �t.�r ru,�nq:m�att t biat.iunr,sgmiifi�ent �t,tas;ne=lax�i,�i+ uiri:wxnAnrrnwa6tsi(d 14eH3te�detMSWs,n yu ft +ertryganlrttriw,�l6Pnpuxinaut adResAivu(:gnrmgtpiiyu6e polnS�Ytti e�kdw»itisitcetiltl t&x9an�ixe,(n du xeru Ahthb6YT Tonrbotll,^P:E:; adn;dki`str armsri€�u rrtwE4tmaa.urnawfs,,;6nsli t�enrngl:,s,n"pryr a�v cdou�dE t d;n�ngpt,dcutt.aw�ts�tisdxrn,�d�gt�enismr,:avumr�ara�{�[;er ?fit,. :s60083 It ruCq eupr alyd&a9 3iztrs,�aett''de(4s[rueietp�ufsSrsiEGv�eSdsYlt'a-mullWtltire>:h MhISllGuirdua,4tatere47n3,�i lHs dsden�tesidJl3Yrco1,#s!eskMt, is&rs�t�rtys Pecv ttpuu Qt msRsdatnn .aeii F445i.SF :' t4n?n[e8etuetiitGaMxd�eth�,iN'ilfl�rza+deL:;t2_i wfe�es(phpatais,N�t 3t kc[ag vstsaxeils,stanFs�nrxdtry2 ml, lu rstitau f're �+af i�`edhIPFG, (t[;Pi2ttB, FL ;i»9afi y tp)!yriyudtOldkl_Roall+asses-llntrygsYt lomlrilp;f,E igpradutfoactr6isdauwea4igcoy'[gem,iprn6ai{e�:oboe)i6ereri!Rapfraussieetinmlr=ltdotiratrts-.i,A6 ayl.tecE�`Itl,p.� Job Truss Truss Type City Ply A0054282 66114 J5 Jack -Open 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:34:02 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXgOloyYmwi-Eeev2dQaLjsLUe—xOQ1_5GRVgTMTVBuNdeJ1 xQyYUCZ 4-6-11 4-6-11 m 9 rn 0-10-8 4-6-11 0-10-8 3-8-3 Plate Offsets (X,Y)— r1:0-5-8,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 3-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.01 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Wind(LL) -0.01 4 >999 240 Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 338/0-8-0 (min. 0-1-8) 2 = 129/Mechanical 3 = 27/Mechanical Max Horz 1 = 76(LC 8) Max Uplift 1 = -134(LC 8) 2 = -92(LC 8) Max Grav 1 = 338(LC 1) 2 = 129(LC 1) 3 = 55(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-5-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 92 lb uplift at joint 2. LOAD CASE(S) Standard i7najFixauarilrreile.M:luOu,IrESi~S�sF trFa�ilit'rrrusar��a�i;ss{�cca{-unaq+ira:i)tnsu.rr'i�Q'ir:�resiyr>�,anrw;Kt r a�srmrCiipzau��;ymke>,yrT��t;; Gf�w,s�ied�rrn�r�r,:zr;[7:<s�rtlarico Ei( . '. •, uTe'kccercuylnsSeirrrtsukae'Waliretf uerns[rsaerr0are-siwebp.Ferro.�a u�uartrt;rgnsmfn�cin,rr�acuregffyov+d;rnpawro�tta4r�adaespi�rm•�l+rmAm,ou it �eTina,�i<sgr s �jrrrd�u�rarar. hrithon"�i•Ttimfin'IIC':P_�E:. aiiledr�,u iitxenritpker �wse( r�iafd&a..rdeitim,c+�aneresesn;re=t�rea��a�r.Wrxr:aerdnig• e;xe,rrsa�aaHrrd,�lnt tklr IFdneroo��figa� pd�t�s �er�yknre3 n errfinrer e,l�er�sid!FyTermas,a,yd; :: y � 800(33 , Mn9rmrae ciGed?rdGansea<�tonr2aPiemrrrm[rmruruedSe4Yi6aew{nyrMtlTrmMSaGeydnrtaedrd=reinr[�usMarynsi��wameiemi,sewa?,irssorpl!rsenrinsrvumin,rmsr 4451.SrLu�ip8lvtl,. -f tAm�keGlmsllrejr{aM_ryadgpdr5m9!rFl rynx[h slat'lltirtsRip[titmirnG7t/1eh�lnaPnipu xlross StnasE_`irasefvfegtrlfiq XaniCdltflbra, ur6L�eHniFF1:,, • �(pyiig67�,1QI6AA.NeolTmsszs.,ReihppyJl m oilt�P.f Reamdonme'st>.hisdorpmeotjgoeytorm,isptpolntdwirhaoir6einmtnpmm�siontremA�IPaotTrpsuz„Il'ethong�iomSoHI,:P.Ed Job Truss Truss Type Qty Ply 66114 AJack-Open 1 1 A0054283 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:34:02 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-Eeev2dQaLjsLUe_xOQ1_SGRRJTKl VBuNdeJ1 xQYYUCZ 5-8-9 5-8-9 0-10-8 0-10-8 5-8-9 4-10-1 Plate Offsets (X,Y)— [1:0-5-8,0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.02 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.05 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) -0.05 4 >999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 395/0-8-0 (min. 0-1-8) 2 = 178/Mechanical 3 = 48/Mechanical Max Horz 1- = 96(LC 8) Max Uplift 1 = -156(LC 8) 2 = -123(LC 8) Max Grav 1 = 395(LC 1) 2 = 178(LC 1) 3 = 80(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-7-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 1 and 123 lb uplift at joint 2. LOAD CASE(S) Standard &nso3 titlSOmm$Ir1anYSY ki la filCSS0r3u.i Un3Ai'iirilia[9kd7kAfi�3iGlj tOa'ij20.�'4 ilbb{II(kr�ap.fadrif:ln pYla.4tlaPNYKIiMapiii Ns, &�p mIiiq 9'Ml'.4 'khj11aS4E rJ�)i rlU , SWIke en Waaa:R«.1sered toe a6;,ec7� :. 'IIRs`ktameGapetas a.8111En ifarCe'DaplildL {falarsi0si¢6parrti.Sr1, Irltipul J,n ssl_�mrJoC ale.mle�v�ap�akaafalpa�x�imlss,^mw�rzspaa W:q'f. �a rlspJ�s�?rk irz sieyeClalh IOQntr �rt)nl ru�nyauuo�a, LeiSire6'i cadfl.e�. n E. ul Heal LSs � iarx Gild+ mns ra 1 srimdoa C, r.,ae t¢.r'a cAxmd pluau. a �u�r„a+,nac�Inan<ix Ira roxax�i� 3 wrri rse ;ddn lea I fi:un do tn, jai b e n . A [hony7 Tom[utll,; P:---. �1, i r & �r a n Pr �., t � I usi�l6nae(srtugatefiYer r >3nra 38008,3 neF�aiura•s,IxaeG'�neKesmsaan_Ixtoow9zFina�ndpe:ranel>vw rua ms�e�la� r.�tus91 e2e'rirmn>,s >B�eeMek«r y dpN,re.inl[�nsrc;nrinr�n sp�cmaia susw.s�«ro�loun nn�eiilissumn u, ku .gg51'SL16t« BvdI'. Ilitnfflta3k11Yi WI,IQUI�artpMl%ifki raNFah 11(11, 74tin SPtf t[G]ba4fntJ1t11F it f(0e1(j%f Hlrlf $YSltiflr a�a1]AillliF.II11atYiphl(�NS all lfdaa111M]nl- � Forf<F(err0, FL 38946 eppighl�.f9lbA;lYsotGossesr,kihpnyJi mSai16P,F,' Repoloniaaditiisdatameot inouq�orm{sp)phiEged,wahoutt6eaimknpnmusianiiom",<•�IGao}Lpis;K;;Agtdoop,iigco�7J(,,'P.F: Job Truss Truss Type Qty Ply 66114 R Jack -Open 1 1 A0054284 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:34:03 2016 Page 1 I D:wTmKOkRHq UsU VQOTgXg0loyYmwi-igCHGzRD61 _C6oZ7y7YDdU_WQteEEeB Wsl3a UtyYUCY 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.05 4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.13 3-7 >649 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) -0.09 4 >864 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 455/0-8-0 (min. 0-1-8) 2 = 226/Mechanical 3 = 67/Mechanical Max Horz 1 = 116(LC 8) Max Uplift 1 = -180(LC 8) 2 = -154(LC 8) Max Grav 1 = 455(LC 1) 2 = 226(LC 1) 3 = 104(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-11 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 1 and 154 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Dell. = 1/16 in to cb PLATES GRIP MT20 2441190 Weight: 21 lb FT = 0% r SimltJ fltn tl,rterUtrnsa 4ti i l {g IretS6t'Y13'� nEA31t�I1Y564�kNtklASiOfiQY "Y)9' 3b.4u9trew.wt' I«a "ttrit<e«inrsec;$ttsMe«I«4f t Siilisstee Itte �xr(!0"�td'Ikt rtnarl A Ili;}* Ita ,s«t±iifae« m csa'tWiur.�anne rcntj }nth dtn,can;kfsti+araetoonre�aa ua7m;o, Ur�,x �,frwai7:tip «In t�aa i Jgce:<m®eapt.tdmj,rtm�e�f saKnyryca,a `e:ssr«nd 7u rm rerenfRn�topedr alrrl [u vrs.ssep:es,,i nde«,wnsrat Arithon :T. Tomtia'tiT-P.E:: nl isedl� «,stxa7tntlrr ismmr vtluidlbC rrke�.eef QaNimapeti IS.ratlea�a �9;mdeutleadhhO m R(ait>f Lraik�Ifi�mkWTFit ttselpYi.�idmiUUhl tryfrl3tlrdmi,s.bptiigksetsy 2!.r`iM1�reusdhau�ltdlie"Lrny ut3A/ef _: Y ' oefi)r r�s�e«esC�taxrrC�es,r,irmto tr��°uf rFe� sefr w��rt-�eeaf�t,/i�uxeur;�rserw.}eihtnn3s�et)en,Herrxe�adr�ed,t'lrrrrayxsrtueymtpsq«jar;r`s��tnsnrNcenut+7.a�ma�i«,pmtrt«u�a�„ 5i;St Luele:Blvd,. «IervAtWuedt tuaeairoud r«Ie nr�ire9 ryY«nn}«tlkJrtsp, gtry0iiias Mimet�nrgi,pr«J�w�mrtii�e'c«e,tur��uMpou.aDra, «.. m. �. Foi# Pierke, R.:,3444b --=.. — fdpFiigh)92916Aylrcol➢user AaihtidyTTmhogf,`P,F,` Aepi�uNixpl'tlindorumeoi,ig6tiyt4rb,r3plRhi4F.gdvnhnoriAemin6ape�sswgkoin#tAaotUn4szC,At,SonrCjon5oll('P:E:� Job Tmss Truss Type Qty Ply 66114 AJack-Open 1 1 A0054285 Job Reference (optional) Al hoot I cusses, Fort Fierce, FL 34H4ti, design(u)altruss.com Run: 6.020 s Aug 31 2016 Fnnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Sep 30 10:34:03 2016 Page 1 I D:wTmKOk R Hq UsU VQOTgXgOloyYmwi-iqC H GzRD61—C6oZ7y7YDdU_autclEe8Ws 13aUtyYUCY 1 44 = 3 Dead Load Deb. = 3116 in N 0-10-8 0-10-8 8-0-5 7-1-13 Plate Offsets (X,Y)— r1:0-5-8,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 3-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.27 3-7 >358 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) -0.14 4 >703 240 Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 ' = 516/0-8-0 (min. 0-1-8) 2 = 278/Mechanical 3 = 82/Mechanical Max Horz 1- = 135(LC 8) Max Uplift 1 =-204(LC 8) 2 =-187(LC 8) Max Grav 1 = 516(LC 1) 2 = 278(LC 1) 3 = 125(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-M, Interior(1) 3-0-0 to 7-11-9 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 1 and 187 lb uplift at joint 2. LOAD CASE(S) Standard trtis,u,�g.rxrua ncssarsgtia�,iraut!uusc�ninaswrreuturr�=us'c�:rmduFrriAaYnuruaern,a�n,a�nser.��m,i,,,c�:iNn. fg?o^;��4r�nmisur•iurtuv,smiEdnenzai,c,cn�s�mu ertrg.mi(:. Val runs}d(tpue4knewuhrayualmso7geug�ftsr�tyieg Jnxdumpisgrem��c,�aar�nvrdmxeugmw rrmue ti�iecg�mesugbrmssyadrnmoeifacttrin��nrao ;rtdncmmswr nttion"J:TomtN�'ittP.E. s nfrsidny nsrampl,i4J.ynM1e sac e�ur,a�e,nr�,e�i�a�n,�i�g�er;is�wir an��;mn;.r:ngddrr�wittwnti�ax�ie�a��inr>��pm ��nsmg�i��umma�tm,�g�)r�uT�,r�ri..m6r n,.�,+,r�e�.,kiil�,� �anra; y�-80083 !. ni iw�iorg sywm+Gv��mr rnw s{,A mig d rae�r rFx lacrrinrl,l, rt cpvmShTldi emm{usgr�6 iiittr usw r,�in .searr��dp}s�e. trLst mspi eyes xnsf rdn t� ssu iMire, nRs inssumnfne, tirii t Luete. Blvd,. ' lnnvnrl fndlrr'00 iyW inn slsr"a Wrtnzn del ikImsOrspJybiflnE7lnr6rlyaArttr �rJsass4nae GgrsietAirNnq _l4synda,7 nrt enYfprfr,lfkL 44 1, -(oppig6}�'Y,�g16A1tearlmsses��4pihpnpJT�`gifCP,f; Rearodogieyl�hisdosoment,in:finyks® spto5�4i1.tdwishour>bemmeepumnnagfremAlAaafTspssziAithongcJim�bll(�P.l: Job Truss Truss Type Qty Ply A0054286 66114 JA Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Fri Sep 30 10:34:04 2016 Page 1 I D,.wTmKOkRHgUsUVQOTgXgOloyYmwi-AOlfTJSrtL63ky8KVr4SAhXj6Hxvz5Of4yo70JyYUCX 8-7-4 8-7-4 4x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 3-7 >850 360 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.38 3-7 >273 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.17 4 >614 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 547/0-8-0 (min. 0-1-8) 2 = 302/Mechanical 3 = 91/Mechanical Max Horz 1 = 145(LC 8) Max Uplift 1 = -217(LC 8) 2 = -203(LC 8) Max Grav 1 = 547(LC 1) 2 = 302(LC 1) 3 = 137(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-M, Interior(1) 3-0-0 to 8-6-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 1 and 203 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. = 1/4 in v� N PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% a�iy.tin:reunyurs��.r» a/[e* iicssi`s s.ua�;`n#[i'r�u[ rnca�tuiiewpra^1.dw�it�[uur ia'Yr �a� nwaaa„f w,Ki� sn�a: rn,n ��m Y�ylo^,�'d,uearr rnmiai t u� o,sw,caac,,,_ c� nr,�, i�,ve l naeica�ri A ae; nTue71A80083•Ipj3dtgOf+?P+?,!plae.iHlfixsl,Mrzsjnsd nzlis�xiA IcxOs�e Tars pG meil nsr<Va�dOri ks 4,f53. SLude6vd, trleiMp[t dl.v gnaimkf9KJ S?9!to1 M u:l inngespG a`n[ id knfiutUisipnrjnu4mgltdee(atw.lr1lhg..iyigudveljrtx iienis&n[tRFt, Fort Pierce, FL.34946 s y P t l Y_ V P (gppig6r 0, �pI¢p l tail Tms as-Anthpn T 1 zSmlf, P.f: Rv ivdv r vapflhi[ dv pmevt; gan fdm is jp68ntd vgnhoottte:ar nFA ttan[mgtm a Aa A vfTrpss;i;Au hpayT T mSollf P,FS Job Truss Truss Type Qty Ply 66114 JB Jack -Open 1 1 AOO54287 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MTek Industries, Inc. Fri Sep 30 10:34:04 2016 Page 1 I D:wTm KOk RHq UsU V QOTgXg0loyYmwi-AOIf fJSrtL63ky8KVr4SAhXmwHzsz5Of4yo70J yYUCX 7-5-7 7-5-7 Dead Load Defl. = 1/8 in 3x4 = 0-10-8 0-10-8 7-5-7 6-6-15 Plate Offsets (X,Y)— (1:0-5-8,0-0-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.06 3-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.18 3-7 >482 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.11 4 >800 240 Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 ' = 486/0-8-0 (min. 0-1-8) 2 = 253/Mechanical 3 = 73/Mechanical Max Horz I. = 125(LC 8) Max Uplift 1 = -192(LC 8) 2 = -172(LC 8) Max Grav 1 = 486(LC 1) 2 = 253(LC 1) 3 = 114(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-M to 3-0-0, Interior(1) 3-0-0 to 7-4-11 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 1 and 172 lb uplift at joint 2. LOAD CASE(S) Standard ur�iy rras5n .ut,v�,�>na' dazi5uuu�'n3u'i[iusec�Smn.esrusicur^rma�irruiaiin�unr fsalr,uria�pa�arSwiKt.u5um5rbsse�sipn 5��u^A.;D3,amatcirstca;flh,.,saaidaen vJ seiniaradwnercu�id kITIXtL04yltlts}5Ak15ti1N4enffiHlG1a11151'JM3gpgf6gmzg{12 Siea �.fijin j,rie5�nuryiUlti5e5alS e�rGry!ar,dntr2rh3��mlei5wn ng5espnSdrli.3Rfn�srl�f suelesi ly^hlariilUUnr rtennn. iEeuil�siu paaS iaCrpt Slor,s, 5cnv5P.ut. A ,nsras7t-:i+ynaeruts.:�amc.�r�0�miaatsm5e�rs'ripeeSgt�R�a«,o9epm5dea�RucmSxrwsr,:�5j�d,K�1fEtMgrn�dmm�aio5rtii�,mntmskd€t.j.kut�,n p�5;,rw:Ms�ykiyr'�,j,t5�ga•-. ntfiony�3Tbmbo'IIt,:P_"E:: �. :. n�¢rth>rg5grveGof•imeraeNessrwumloink!„ws��rltwa�aSsCriEwiriorw,.ys�irm�m�ws9l�e.krifm�+gue��b„rrrr.,vag�>3r�rnra�sn�,.��s�rnf�aiteat{ssg�,sr,i^o�nb��oiins(um}��aks5: sria�s, r�5al, �5�rouaw,r� ir�7iiprnrii brit:tkin^sa5pt,�oeEirck�rereaku'a5��«,rn �;sv5rc:•riimam,gesw;} san/xrr:rtxa oena�,r�m5. t 4451,5 WcI281vJ. �" �.. •" _, _ Fort;.Pierre, FL ;�4946 - -�•(pppig61O20I6A�IYediT,nsxr,AelhonyiTonigOtP,f[Reprodunioa:pltGudoNmeot,inanYlarm spto�i4gzd"wnheuttte,is7menpnmsuanframAIAaofUpfS?6�AotGoayfjonhollf,'P,E° Job Truss Truss Type Qty Ply 66114 JC Jack -Open 1 1 A0054288 Job Reference (optional) Al Moot f russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Fri Sep 30 10:34:04 2016 Page 1 _I D:wTm KOkRHq UsU VQOTgXq OloyYmwi-AOIf fJ S rtL63 ky8KVr4SAhXj W H?Sz5Of4yo70JyYUCX 6-3-9 6-3-9 N N 9 3x4 = 0-10$ 6-3-9 0-10-8 5-5-1 Plate Offsets (X,Y)— fl:0-5-8,0-0-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.03 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.08 3-7 >949 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) -0.07 4 >999 240 Weight: 19 lb FT = O% LUMBER - TOP CHORD 2x4 SP Nc.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 425/0-8-0 (min. 0-1-8) 2 = 203/Mechanical 3 = 58/Mechanical Max Horz 1 = 106(LC 8) Max Uplift 1 = -168(LC 8) 2 = -139(LC 8) Max Grav 1 = 425(LC 1) 2 = 203(LC 1) 3 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to 6-2-13 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 1 and 139 lb uplift at joint 2. LOAD CASE(S) Standard emyrimnn rne.xlnae[ric$s(5 a vu&MOmsiuiicairmul�s';itauisttaat� r,n eii,r umtiRs,c,dyee.y�ea uerms�tp ipyF: u��aswi3yewrressnw umdneerm;rci ' fi�Ytr�mr�enst�ucsnfxxetaouk,d;uaJnsspKrrG�rtr s�bsFrlleeviu r�a�sogmirgrewn�acc�sandmErtnlminga�nlgrngcavt*ryixte(evr,aot}u�irn iep•�t dtonsstr,n rinl rzt,vnau. �5i�i:,yte,rru,cue� er. ..p�thcn :T Tornti(i'tit P:E. ntnrdlk in FAarytdtdq nl ni ntlet'daa Cacer tiCinniaa[,tpd rr4•nMetnit CnQae u�.e drddhsltt;WP( helaatA ifi tpk nrfit ik,rn;dt�A (UCad&Lintdpef�tt dtfn3T�LP e{yshfaiwedf ugtla:f mfm irya; Y 80083 nfreoyo-a�uufeass�anealgvm� rtsirnlF�ms+i�wat4a�rcmSfinededse(tulriS,khrmnisttr�7deMeadpueirttr�ns:pLriymaxnit.g,dxdrisws_itoi:tlept�rnnarfin::vina5nn,wess ` '' teeatra�af,caa��xo-gi,m�rogitiarua,su,��,nietnc:mc reae�nrm�tr��ya: ,risssssn�E�rond, e,k,riq"aan,fxane,caai,fmint.. 4491St tucteBlvd,. " .. .... ' Arilhoa t •chuli(,P.E; -•(eppig6i,9,.'�QI6A�114o1Tmssa;,AeihodytjmSetlltP,F,'Regigdopincdtit3dommeeLjnaoyte,m,tspeo6i6rtedardhouttbe.w,fitrtpmm�tianfrem:Al9otRess2C;.. r T- Job Truss Truss Type Qty Ply A0054289 66114 JD Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Sep 30 10:34:05 2016 Page 1 ID:wTmKOkRHgUsUVQOTgXg0loyYmwi-eDJ 1 hfTTeeEwL6jW3Ybhiv3zigNdXepJcYhYlyYUCW 5-1-11 5-1-11 0-10-81 0-10-8 5-1-11 4-3-3 Plate Offsets (X Y)— [1.0-5-8 0-0-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.01 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.02 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.03 4 >999 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 ' = 367/0-8-0 (min. 0-1-8) 2 = 154/Mechanical 3 = 38/Mechanical Max Horz 1- = 86(LC 8) Max Uplift 1 = -145(LC 8) 2 = -108(LC 8) Max Grav 1 = 367(LC 1) 2 = 154(LC 1) 3 = 68(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-0-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 108 lb uplift at joint 2. LOAD CASE(S) Standard 'flinvg fleesesims¢Irreierllt LlrO�lliSt�t"S,r 3rTf311 irIR16[Jk01R:ES(93(DY{'(7�2(CC9tt(D6Yt11'�¢�Ie:k(lu7p pvon.4intN5Mw'�Su3#t(nitL4sip7n ��re°�(�Stse rt.ituFt;e u� sv,+(d.�n was��nce (�meteoEi� /1Qsztr.taurltln ekUkisNgrteiDD tilat�k ls�inssOM Fign Qr..Sie.ulryfsguuj,R s�u>sryN"rrfruanmic atAturss'e«6ntur�mun,Irzsga�tl9n 3t1eS1�dM1l sp(I6Tu;tigR1e3n6w10pe l)uittlM t. esip to pxr k rs� s. tats5,tlr ,An(tlCf( ;7 Tom66"111• P-E.. sal iudr+3 rm krcrEo-tl3rg«M mint�r,.iEjslEe D�w+M`C:inaaaksmNegeS( Me 9a1P aD au,,, 8eud ndfa RCtl ll(ulhs lsxl�Ateg dash Rol lts �n�Id6i NU IFjGJns AM1 t s detn;�dey st i,fnhf rxiMluys4d.hCampnnirtjyf: Y,3 86ni r ^ ile)+,11m(rrs�pu rhtiettdu(Aukslt xlv&10 MrcaBaOus 1ped«Ne19rlu't.+g(srysud 5tetiL{tizec,'v(((Siii�ld.lalfrR«fBLtsr�lela.el ra:pS�drnSice.1(412iINiiyns�t�isnf4kezdRLn D�fy^+u Trtls<Cu,pfyaratititisrtadn'n, uhis44$1; StLUCIe'Blvd.. ' �nrrimsw at.,iRn epepqu«.myilr(p�si �I rlwtras�iJ1(m it:(nrnrs,/iwto<np,�r7ttiRpE.�tiNa«ewsyduataudx�nlisieeaa]na. F4451.StAiki 3444b -- (ppySighi�Y014A'ai olTnsse;-,Aa6oeyJT�:nhg7[,�P,� Rspr6dunixpl}ti(sdurumem;io:onytorw,irplp6iEi(.�dwnhou(M1tamminpnmisrmeGemA'14aotUuss�s„Ag(hoorf�i�c,If,P.F; J AM Am" A-1 HOOF A0 TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced lin accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut., Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com SP STRUCTURAL CONN ECTOIRV A M[Tok' Company) Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - - - (4) -10d (Header) FL821.39, (2) - 10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - - - - (4) - 10d (Header) (2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 (4) - 10d (Header) FL821.42, (2) - 10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - - - - - (4) - 10d (Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 (22) - 10d (Face - Face Max Nailing) FL822.36, (6) -10d (Face - Top Max Nailing) 08- (6) -10d (Joist - Face Max Nailing) 0303.06, (6) -10d (Joist - Top Max Nailing) RR 25836 (4) -10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - - (6)- 16d(Carried Member -Face Mount) (6) -10d (Carried Member- Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face -Top Flange) (4) -16d (Top - Top Flange) THA1422 1835 1835 1835 - - - - - _ (2) -10d x 1-112 or 2 - lOd x 1-112 (Carried Member) (20) -10d or (2) - lod (Face) (4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) - 16d (Face) FL13285.35, (12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - _ (11) -10d x 1-112 (Carried Member) (20) -10d x 1-112 (Carried Member - Max Nailing) (20) -16d x 1-112 (Carrying Member) (20) -16d x 1-112 (Carrying Member- Max Nailing) STRUCTURAL C0NNFCT0R'S* A Wak` Company Hangers Allowable Loa_ d (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule TS THD26-2 1781, 2540 2920 3175 2285 - - - - - (18) - 16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 - - - - _ (14) -16d (Face) (6) -16d (Joist) HTU26.2 2940 3340 3600 2175 - - - - _ (20) -10d (Carried Member- Max Nailing) (20) -16d (Carrying Member- Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) - 16d (Face) FL13285.35, (16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - _ _ (26)-30dx 1-112(Carried Member -Max Nailing) (26) -16d (Carrying Member- Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) - 16d (Face) FL13285.35, (16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528-2 4210 4770 5140 2000 - - - - _ (22) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - _ (26)- 10d (Carried Member -Max Nailing) (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) -16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - - - _ _ (14) - I6d (Face) (6) -16d (Joist) U S P STRUCTURAL CQNNFC:TQRS* A MiTOR Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - - - (28) - 16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - _ (22) - 16d (Face) (8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - - - - _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20) - 16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4875 5230 2155 - - - - _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36) - 16d (Face) FL821.77, (10) - 16d (Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - - _ (36) -16d (Face) (12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36) - 16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - - - _ (36) -16d (Face) (12) -16d (Joist) 7 US STRUCTURAL CONNECTOW A Nili'W Company Fastener Comparison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners (4) -10d (Header) (4) -10d (Header) - T1 JUS24 LUS24 (2) - 10d (Joist) (2) -10d (Joist) (4) -10d (Header) (4) -10d (Header) - T2 JUS26 LUS26 (4) - lad (Joist) (4) -10d (Joist) (22) -10d (Face - Face Max Nailing) (6) -16d (Carried Member- Face Mount) (6) -10d (Face - Top Max Nailing) (6) -16d (Carried Member- Top Flange) - T3 MSH422 (6) - lod (Joist- Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) -10d (Joist - Top Max Nailing) (2) -16d (Face - Top Flange) (4) -10d (Top -Top Max Nailing) (4) -16d (Top -Top Flange) (11) -10d x 1-112 (Carried Member) (18) -16d (Face) (12) - 10d x 1-1/2 (Joist) (20) - lad x 1-112 (Carried Member - Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) (18) -16d (Face) (14) -16d (Face) - T5 THD26-2 HHUS26-2 (12) -10d (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) -10d x 1-112 (Carried Member - Max Nailing) - T6 THD28 HTU28 (16) - 10d x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member- Max Nailing) (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2 (16) -10d (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 THD48 HHUS48 (16) -10d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T11 THDH26-3 HGUS26-3 (8) -16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) -16d (Joist) (12) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) -16d (Joist) (12) -16d (Joist) US P STRUCTURAL CONNECTOW A Mftk.'Company IV , 14, gt V, �4 : lr�i f. JUS24 JUS26 MSH422 vg V 15, FA, THD26 TH D —2 6— —22 TH D28 V v k-6 I 21� THD28-2 THD46 THDH26-2 q�- IMI, Z's ya 7'r w 17 A, N ,THDH26-3 THDH28-2 THDH28-3 i 14 + JANUARY 8, 2016 + A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I ST-CRNRST & LVL NAILING LVL NAILING SCHEDULE CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & (2) 16d Toe Nails @ BC (Typ) FEBRUARY 14, 2012 1 Standard Gable End Detail SHEET 2 =011 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD MiTek USA, Inc. Page 2 of 2 0 0o Trusses @ 24" o.c. 000 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C. (SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH (5) - 10d COMMONS. r \ N \ \ N / / N . . I 1'-3" Max. I -- IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E PROJECT ENGINEER/ARCHTECT TO DESIGN THE :ICING DIAPHRAGM AND ITS ATTACHMENT TO THE 'USSES TO RESIST ALL OUT OF PLANE LOADS THAT \ W RESULT FROM THE BRACING OF THE GABLE ENDS \ Diag. Brace i at 1/3 points if needed End Wall i NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS / 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN g TO BLOCKING W/ TWO 16d NAILS (MIN) \ X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. T I 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 NAILING SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL SCAB ALON( MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131" X 3-) NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131" X 3-) NAILS SPACED 6" O.G. (2X 4 STUDS MINIMUM) 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. I / STRUCTURAL GABLE TRUSS / L �S INLAYED STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS tAq{} t i • ; VAIL! Ki zz Efts' ? 1 3B;BC,A22I04 t70,00 4Q4C I2`$7 Q€z ?: ` I FEBRUARY 14, 2012 I � J LJLJ 0 00 0 00 a MiTek USA, Inc. STANDARD PIGGYBACK TRUSS CONNECTION DETAIL This detail is applicable for the following wind conditions: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 Wind Standards under • all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24" o.c. or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. a SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ST-PIGGY-PLATE MTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" 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'x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8" 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. FEBRUARY 14, 2012 =Ell 0 00 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. TRUSSED VALLEY SET DETAIL GENERAL SPECIFICATIONS F e ST-VALLEY HIGH WIND2 MiTek USA, Inc. Page 1 of 1 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. II II II II II II II II II II 11 II II II BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS nR nlDr)GO TDI ICC WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH • WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C N4 CONTINUOUS NO.2 SYP WIND DURATION OF LOAD INCREASE: 1.60 OOF W/TWO USP WS45 1/4" X 4.5" ( ) MAX TOP CHORD TOTAL LOAD = 50 PSF TREWS INTO EACH BASE TRUSS. MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF z ON THE TRUSSES 61.5" Max ��'�t a �� aoa r•-G+��►�► : .3B.BG R2 214 00 00 {D 4C 1287 DF FEBRUARY 14, 2012 O OO O 00 -uln MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. i TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS OR GIRDER TRUSS ST-VALLEY HIGH WIND1 MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS OP rUPnFR TRI I.QR ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A (NO SHEATHING) N.T.S. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES , NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY (HIGH WIND VELOCITY) ® NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING MiTek U: WIND DE_.— I - ,- , , WIND DESIGN PER ASCE 7-10160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C WIND DURATION OF LOAD INCREASE: 1.6 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: - SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES - THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12. (MAXIMUM 12/12 PITCH) NON -BEVELED BOTTOM CHORD MiTek USA, Inc. Page 1 of 1 J FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH a I-MAY24,2012 ,—,OO �o 00 O 00 a DD MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 n Q Varies to Common Truss Vertical Stud (4) - 16d Nails (2) -10d Nails into SECTION A -A ST-G E 190-S P MiTek USA, Inc. Page 1 2X6 SP OR SPF No. 2 DIAGONAL BRACE i6d Nails �—Spaced 6" o.c. 2X6 SP OR SPF No. 2 `\ Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails 4 SP OR SPF No. 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4 = (5) - 10d NAILS. _ (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * - Diagonal Bracing ** - L-Bracing Refer Refer to Section A -A to Section B-B 24" Max Roof Sheaf NOTE: 1. MINIMUM GRADE OF 42 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. 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 (4) 10d NAILS THROUGH 2x4. Diag. Brace (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed 9. -DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR \� TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131"X3.0" AND 0.131"X3.5" COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. End Wall Minimum Stud Size Species and Grade Stud Spacing Without Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SP No. 3 / Stud 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No. 3 / Stud 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No. 3 / Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No. 2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No. 2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No. 2 24" O.C. 3-1-4 3-11-3 6-2-9 9-3-13 Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails bin o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B or C ASCE 7-10 19O MPH STUD DESIGN IS BASED ON COMPONENTS AND C DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. j2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH / (4) -16d NAILS, AND ATTACHED TO _ BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) August 10, 2010 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 UQQ O MiTek USA, Inc. Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing 0 0o Is Impractical. T-Brace / I -Brace must cover 90% of web length. a o0 allote: This detail NOT to be used to convert T-Brace / I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. 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's Nail to Both Plies) WE Nails Nails Web Nails/ VV GU -Brace Brace Size for One -Ply Truss , Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8l-Brace Nails Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6l-Brace 2x8 2x8 T-Brace 2x8 l-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. M •[ .•� e �: * ATM, s 44 9Ei BCA222000000 04G1`2W,,i}F • FEBRUARY 8, 2008 aaaa O 00 0 00 a MiTek USA, Inc. LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek USA, Inc. Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "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 OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH rn rno runon ATTACH TO VERTICAL ATTACH TO VERTICAL WEB WITH (3) -10d NAILS SCAB WITH (3) - 10d NAILS (0.131 " x 3") (0.131 "x 3") BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE ATTACH 2x4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d Ubt MC I AL MAMINU ATTACH TO VERTICAL A I I AUH I U V tH I IUAL ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS SCAB WITH (3) - 10d NAILS TO BOTTOM CHORD (0.131" x 3") (0.131".x 3") 110 TRUSS r 2x6 4-0-0 WALL BY O' I STRONGBACK (TYPICAL SPLICE) INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131"x 3") ATTACH TO CHORD WITH TWO #12 x 3" WOOD SCREWS (.216" DIAM.I INStH I SCiHtW I HHUUCiH UU I JIUt FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 10d NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING (BY OTHERS) 36,BCA2`21;Q�00®UQO�{G12�87DF; JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL_SP O Mirek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH �j AS TO AVOID'UNUSUAL SPLITTING OF THE WOOD. Mirek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S (9 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 J ;? .162 108.8 99.6 86.4 84.5 73.8 co z .128 74.2 67.9 58.9 57.6 50.3 j .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 ai VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30 *TO 60" 45.00 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3) 2 NAILS NEAR SIDE IXF NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 4 4 ' I March 4, 2013 0 00 r� o0 a MiTek USA, Inc. SIDE VIEW UPLIFT TOE -NAIL DETAIL THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. ST-TOENAIL UPLIFT MiTek USA, Inc. Page 1 of 1 TOP PLATE OF W LL 1" FOR 3" NAIL NEAR SIDE 1-1/16" FOR 3.25" NAIL NEAR SIDE L 1-3/16" FOR 3.5" NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S 0 .131 59 46 32 30 26 p .135 60 48 33 30 20 i En 162 72 58 39 37 25 J ch z .128 54 42 1 28 27 19 W OJ .131 55 43 29 28 19 J J N 148 62 48 34 31 21 Q Z vi C7 .120 51 39 27 26 1 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 C9 .148 57 1 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. '•• USE (3) TOE -NAILS ON 2x4 BEARING WALL "' USE (4) TOE -NAILS ON 2x6 BEARING WALL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYP 2x2 NAILER ATTACHMENT 2x2 NAILER ATTACHMENT ST-2x2 NAILING GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 2x2 SP No. 3 IApril 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS (4) 12d TRUSS 2491 O.C. -UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES ST-FLAT GIR BRACE (4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 p.E;; • OCTOBER 15, 2014 a�aa 0 00 O 00 a MiTek USA, Inc. ;' 7 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER O NAILS EACH SIDE OF BREAK ` X INCHES MAXIMUM FORCE (Ibs)15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 I 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS - (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.131"dia. x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L=(2)X+C • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BECAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING 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. March 4, 2013 SCAB APPLIED OVERHANGS TRUSS CRITERIA: LOADING: 40-10-0-10 0 0o DURATION FACTOR: 1.15 SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 PITCH: 4/12 - 12/12 MiTek USA, Inc. HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) 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. 2x NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" 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 ST-REP13A MiTek USA, Inc. Page 1 of 1 /cQU ESTS atng in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very I. Engineering sheets with the damage or issue noted are required. f there are any special circumstances (sheeted, trades in, etc,) please make sure you note it on the drawing or email request. Z�fe cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS: iJscafine anct At Tl k10yED BEARttdG DOt{D17CON'MISSING D—udw,innevi16catiM6f rea6ng;and f��i ING.tDAEiRDED"PLATER- lRtlSS h90latt [GAT3t3PJ: ktrt[ssista*lon4Ishof,tryandbe the erect ocatron:gf.ti e break prov�cie, tiinensis�n, as r,Fec3ptl: ` - Circle plate that reds :as, ctebaue as possVe and pry kf6 dfinenstons as needed, 4k6`II" x3 I, I. 3x3 — "°'"'" FP—` °3x3 11 3x4 1 5x4 11 11 5z4. 11 '• �w w ..., rtm 5x6 1 :2 3 4 6' 7 8 1,0. 11 s 12 s: jt 22' 21 20 18 € _ _ _ _ `10 17 16 15. 14. 7:1f211 TOO LONG 1.5x4 ll 3x6 = 1 ZA 11 1.5x4 I'll 3zi6 _ 1.2 3x6, FP=- 3A :3x3 = 4x6 = ) �t urr llRM .. mn , ✓n a i nn , .v sa. m m..ww.,.K *.r rn atti 'te,br aks I srtittt tt in a pap,ion mist _g_ .. 3x6 ;Y 4:. ..3: MEPABER SPL}'i': , -[}enat�:exactliezian ts�sfit and: #lrW e Mtn app�6Ar eate.leitg"fiz_. 3x4 : 5: E3f2ERKS, .iPse a tiro teS.rtc�� tfte x�t t iaLati�rz ui:f'sic`tireak . y "3X4JV MISS € G t DAMAGED PLATES, . 7 Gzc[e piat`.tEidt needsacites�c#: Sic a LVA ►y �Y - �� — �r �s � �118