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HomeMy WebLinkAboutTruss Drawings 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 I � PH: 772-409-1010 FX: 772-409-1015 A.�� www.AlTruss.com TRU li FLIDr, OFR TIITRUSS ENGINEERING BUILDER: LC CONSTRUCTION PROJECT: REGAN 2 RESIDENCE COUNTY: ST LUCIE LOT/BLK/MODEL: REGAN 2 RESIDENCE JOB#: 68517 MASTER#: B46404 OPTIONS: NO OPTIONS Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job 68517 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce,FL 34946 Customer Info: L&C CONSTRUCTION INC. Project Name: REGAN 2 RESIDENCE Lot/Block: 387 Model: Address: LOT 387 NETTLES ISLAND Subdivision: City: County: St Lucie State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 170 MPH Roof Load: 55.0 psf Floor Load:55.0 psf This package includes 57 individual,dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003,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 A0027923 FG03 6/8/17 13 A0027935 FT02 618/17 25 A0027917 CAS 6/8/17 2 A0027924 FG04 6/8/17 14 A0027936 FT03 6/8/17 26 A0027918 CJ3 6/8/17 3 A0027925 FL01 6/8/17 15 A0027907 A01 6/8/17 27 A0027919 CJ3A 6/8117 4 A0027926 FL02 6/8/17 16 A0027908 A02 6/8117 28 A0027920 CJ3B 6/8117 5 A0027927 FL03 6/8/17 17 A0027909 A03 6/8/17 29 A0027921 CJ3S 6/8/17 6 A0027928 FL04 6/8/17 18 A0027910 A04 6/8/17 30 A0027922 E01 6/8/17 7 A0027929 FL05 6/8/17 19 A0027911 A05 618/17 31 A0027937 HJ10 6/8/17 8 A0027930 FL09 6/8/17 20 A0027912 A06 6/8/17 32 A0027938 HJ2 6/8/17 9 A0027931 FL10 6/8/17 21 A0027913 A07 6/8/17 33 A0027939 HJ20 6/8117 10 A0027932 FL11 6/8/17 22 A0027914 AOS 6/8/17 34 A0027940 HJ2A 6/8/17 11 A0027933 FL12 6/8/17 23 A0027915 CA 6/8/17 35 A0027941 HJ4 6/8/17 12 IA0027934 I FT01 6/8/17 24 IA0027916 I CAA 6/8/17 1 36 1A0027942 1 410 6/8/17 The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. iA;F 19E�.,$p8q NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. '+� " The suitability and use of components for any particular building is the responsibility of the �°' building designer,perANSIITPI-1 Sec.2. �`n ' :r4dVl7� e m The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the cck)struction documents(also referred to at times as'Structural Engineering Documents provided by the Building Designer indicating the nature and character of the work. f 4 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 of the 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 Anthony T.Tombo 111 sFwua aus engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for 1 A"5P8 o-'stwvr SET1�I� :: compatibility with their written engineering requirements. Please review all TDDs and all ,_.._ _..� ._..:__�ll,P.E: ..,„-. ... related notes. 3B B&A2-22 00 00 00 00 4C l2 87.DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 .A A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION- RE:Job 68517 No. Seal# Truss Name Date 37 A0027943 J2 6/8/17 38 A0027944 J2A 6/8/17 39 A0027945 J2G 6/8/17 40 A0027946 J3L 6/8/17 41 A0027947 J4 6/8/17 42 A0027948 J4A 6/8/17 43 A0027949 J4S 6/8/17 44 A0027950 J5 6/8/17 45 A0027951 J5S 6/8/17 46 A0027952 J6 6/8/17 47 A0027953 J6S 6/8/17 48 A0027954 J7 6/8/17 49 A0027955 J7L 6/8/17 50 A0027956 J7S 6/8/17 51 A0027957 J8 6/8/17 52 IA0027958 J8S 6/8/17 53 A0027959 J9 6/8/17 54 A0027960 J9A 6/8/17 55 A0027961 19S 6/8/17 56 A0027962 MG1 6/8/17 57 A0027963 VM3 6/8/17 58 STDL01 STD.DETAIL 6/8/17 59 STDL02 STD.DETAIL 6/8/17 60 STDL03 STD.DETAIL 6/8/17 61 STDL04 STD.DETAIL 6/8/17 62 STDL05 STD.DETAIL 6/8/17 63 STDL06 STD.DETAIL 6/8/17 64 STDL07 STD.DETAIL 6/8117 65 STDL08 STD.DETAIL 6/8/17 66 STDL09 STD.DETAIL 6/8/17 67 STDL10 STD.DETAIL 6/8/17 68 STDL11 STD.bETAIL 6/8/47 69 STDL12 STD.DETAIL 6/8117 • 70 STDL13 STD.DETAIL 6/8/17 71 STDL14 STD.DETAIL -6/8/17 72 STDL15 STD.DETAIL 6/8/17 73 STDL16 STD.DETAIL 618117 Page 2 of 2 Job Truss Truss Type Qty Ply 8517 A01 Common 10 1 A0027907 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 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:21 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-xwlVTTpj 1 PDc6NJkv_ZiZs7tPQ6ZEJaWSSRQkYz8OvK r0-8-q 5-11-5 10-8-0 154-11 21-0-0 21-a-8 0-8-0 5-11-5 4-8-11 4-8-11 5-7-5 0-3-8 Dead Load Defl.=5/16 in 4x4= 3.00 V2 4 1.5x4 zz� 1.5x4 3 5 6 �1 2 0 Iv o ee ee o e J>! R--9 7 e o- 3x6= 5x8= 3x6= 10-8-0 21-0-0 2P-8 10-8-0 10-4-0 0-3-8 Plate Offsets(X,Y)— [4:0-2-0,0-2-81,p:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.19 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.50 '7-10 >512 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.26 7 >986 240 Weight:84 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP M rotation about its center. WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom BRACING-TOP CHORD chord live load nonconcurrent with any other live loads. Structural wood sheathing directly applied or 3-0-2 oc loads.This truss has been designed for a live load of ROT CHORD purT 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 Rigid ceiling directly applied or 4-2-11 oc bracing. bottom chord and any other members. MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 557 lb uplift at accordance with Stabilizer Installation nuide. joint 6 and 625 lb uplift at joint 2. REACTIONS. (lb/size) 6 = 1167/0-7-8 (min.0-1-8) LOAD CASE(S) 2 = 1231/0-8-0 (min.0-1-8) Standard Max Horz 2 = 82(LC 12) Max Uplift 6 = -557(LC 9) 2 = -625(LC 8) Max Grav 6 = 1167(LC 1) 2 = 1231(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3173/3082,3-4=-2347/2158, 4-5=-2341/2154,5-6=-3180/3088 BOT CHORD 2-7=-2886/3030,6-7=-2892/3038 WEBS 4-7=-492/665,5-7=-910/1086, 3-7=-898/1077 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 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;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 dsait}-flsss dna¢¢reiea de'Ai[RG'tC5S3�S',`J;r nERBAt lil'!,S 6:Jk01Ilu.YsiCIICLiW'k3`}:(CHsBiECiY`.ATtara lrrt(fuiprpn9�akts ai rcrl en:es n�s rn!s Ce!i;rDrteuq!R;j and lkt lrtinpr.GxEs l2;rf.rEeere Sin!Odare ra Nat is ise s2kd n lEe/-fi erlr Flltkessketfktet slAi reerttir St'GCtt!<n'i Astinss Ueru hqm�. i tty Fs; dssln2lpip't< ste6 etsc7*msina ryzesmaleeeiaetntgr��asd_hhtd<le•.n aide sia;'e Ge<s rep:iite YarlCG Ir er!IFn Et{t lqD rte•,E:sii 7^i. I),Ar Anthony T.Tombo III,P.E. st{esetlrnr.ss bmir MR d ; 118q dN 9—'N C.aer tedsrnteegesnh 4lte�C g,mNe.4i d.1,lr IH RX.0,lalVIlt;sd-4111) i flurmsl Ate 10of fie! r s.fit 46in,lnln s1 nr -q t ntke at'agmitltfd - =80083 tie£xlf�C ytra{6t?W.Alleles t..srtrcn ID (!q sh,erAr{e��r<uvc.rzesr-qua.lsati litazen�;rlur.lcxatlrr�tastuc<,are.,<rxsi�u=ca.v+l e.�aesdenspn:.�,r�ataanetsirz re.,otry,,.s,e-I:.atKtttla!rtrtatrn..tlt!s 445?St.Lucie Blvd. euris«nakr; �r;!ezrrrrert krx�rTetmre.1.uer,s�;.br—is a•t"Alm;. Fort Pierce,FL 34946 � Cnypig6t�iRIG 6-I RaaiTmiss-k*ihnryi.Ln5o ill,P.E.Rtora6onian al t6isdommunt,inane Porm,is pra6�ilad wilhounhe writtenptrmissies:Etes R-1 RaclTtussat-dtthonyT.TamSe ill,P.F. + Job Truss Truss Type Qty Ply tional A0027908 68517 A02 Roof Special Girder 1 i. 3 Job Reference o Al 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. Thu Jun 08 09:31:22 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQizBJCS-P6JthpgLoiLTkXuwTh4x54f53gUDzlbgK6BzG?z8OvJ 0-8-q 5-5-1 9 4-8 11-1-2 15-3-7 21-0-0 21 3-8 '0-8-0 5-5-1 1V%, 1-8-10 4-2-5 5-8-9 0-3-8s, 1.51 12 Sx6= 4x6 Z� Dead Load Dell.=5116 in 3.00 12 4 5 3x4 3x4 zz 3 6 3x8= 3x6= v1 2 7 o LU �T c� I� o : ` .2 11 17 18 19 10 9 e 8 ` 2x4 11 3x4= 7x6= 5x6= 2x4 11 1 5-5-1 8-6-13 12-2-6 15-3-7 21-0-0 21-1-8 5-5-1 3-1-11 3-7-9 3-1-1 5-8-9 0-3-8 Plate Offsets(X,Y)— 14:0-3-0,0-1-61,(5:0-3-0,0-0-111,[10:0-3-0,0-4-121 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 0.67 Vert(LL) -0.30 10-11 >857 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.64 10-11 >400 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.3710-11 >685 240 Weight:307lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP 2400E 2.0E WEBS 2x4 SP No.3 1)3-ply truss to be connected together with 12d (0.131"x3. Standard BRACING- 25")nails as follows: Concentrated Loads Ib Top chords connected as follows:2x4-1 row at 0-9 ( ) TOP CHORD -0 Vert:17=-915 18=-1030 19=-2449 Structural wood sheathing directly applied or 5-6-4 oc oc. purlins. Bottom chords connected as follows:2x6-2 rows BOT CHORD staggered at 0-9-0 oc. Rigid ceiling directly applied or 10-0-0 oc bracing. Webs connected as follows: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 7 = 3340/0-7-8 (min.0-1-8) LOAD CASE(S)section.Ply to ply connections have 2 = 3453/0-8-0 (min.0-1-8) been provided to distribute only loads noted as(F)or Max Harz (B),unless otherwise indicated. 2 = 79(LC 8) 3)Unbalanced roof live loads have been considered Max Uplift for this design. 7 = -1849(LC 5) 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = -1981(LC 4) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Max Grav Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); 7 = 3340(LC 1) cantilever left and right exposed;end vertical left 2 = 3453(LC 1) exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Plates checked for a plus or minus 0 degree FORCES. (lb) rotation about its center. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)This truss has been designed for a 10.0 psf bottom when shown. chord live load nonconcurrent with any other live TOP CHORD loads. 2-3=-1267lf7205,3-4=-11961/6774, 7)*This truss has been designed for a live load of 4-5=-10909/6234,5-6=-13103/7432, 20.Opsf on the bottom chord in all areas where a 6-7=-12033/6697 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-12=-6985/12273,1 1-1 2=-6985/1 2273, 8)Provide mechanical connection(by others)of truss 11-1 7=-6090/10862,17-18=-6090/10862, to bearing plate capable of withstanding 1849 lb uplift 18-19=-6090/10862,10-19=-6090/10862, at joint 7 and 1981 lb uplift at joint 2. • 9-10=-6425/11639,8-9=-6425/11639, 9)Hanger(s)or other connection device(s)shall be 7-8=-6425/11639 provided sufficient to support concentrated load(s)915 WEBS lb down and 708 lb up at 9-4-8,510 lb down and 310 3-12=-194/284,3-11=-91 4/816, lb up at 10-1-13,and 521 lb down and 315 lb up at 4-11=-1 077/1876,5-10=-2361/4226, 10-4-15,and 2449 Ib down and 1378 lb up at 11-1-2 6-10=-1426/1764,6-8=-1176/808 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-90,4-5=-90,5-7=-90,2-7=-20 ZCWeei,;-Fls?th«ati;«r�,xne'lIlU�?IDSt�(S:'S:i^n[sRfE E(UdIEE5#GIIIeliC¢S'OMirL`f77.J:6;31@iY:%TH:n.rrilptuip ps;oe:A«cati«cl mh?n:"i:rnSt Cesi;eDnri.3(IL did6e 4[tlarCroxt,l";P.b!�es:t iut'lela:e ai.Edtcs:3-ave,?IsaN12¢.«(( Wtzc ,•Id ,0It eeaix TEDlk 1.h.Nsi Ds�hrnas di,1,M1 bp-0,n sl—y W"Jrc uoasrgaa dn Ems iued,oq? p Am.t.g rx¢?t sgvdlk slc;k rm./,pad i„rc>;¢,-ir a nn.iL=u iq, r.. ,may !n axry Anthony T.Tombo III,P.E. uerx Ins. s wrkiL� 6 pnsi,CerdO,C,.,R:C.ni,sdFaiue„?7«f&7fmaD- ,ivi, d ddu Ii',&,Ia«Ifxlrlla 16c;,at iRti R n elfpel0¢wlmtfisd s dil i n d«ngtrcel l�xge,est m,stteknaxson 1 D -; Idp i 480083 n?i0f.30m r«aWlcl site do MODS ally'o—dr,vhn, fn:kegcvw-iMl!l* r ¢sgpErEdIT1h P5rA it er:xp—e.pd.,Ill10'",asinu*elmse,!«IindtxlosiO•vgv,',sss¢?•j,;oroeaevel 445tSt.LueieBlvd. ,timis fF.Y.1r,.xL«Ig R'2 p„4w.d^,«Ir�l pcT il,nL>31z?Irsss Decn E,p'aw sE�ltlt E.:llig¢esl;xn,«L,s;<Hex 6r�._u'„r?iII'g..il:pl'd,.a!?rs,,n ttddi,ds Rn Fort 1 St.L ci Blvd. Copyri,Dh;D 2016 Ad Rni Trussas-kat6onyL Toniu;II;P.E.Ranmdrniae i5hisdommant,in anyinrm,ic FrohiEi(edxrhom fie rcritlenpemiissicr trnx 4-I Raa{Uussac knfinoy i.L'fl o;II;P.[. �1 Fob Truss Truss Type Qty Ply 17 �A03 Hip 1 1 A0027909 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 3120116 MiTek Industries,Inc. Thu Jun 08 09:31:23 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-tJlFu9r—ZOTKMhT61 PbAeHCDpDjuiEJpZmwWoRzBOvl -8- 5-2-14 9-10-0 11-6-0 16-1-3 21-0-0 2 - -8 0-8- 5-2-14 4-7-2 1-8-0 4-7-3 4-10-13 0-3-8 Dead Load Defl.=5116 in 4x4= 4x4= 3.00 V2 4 5 1.5x4 zz 1.5x4 3 6 m m N 7 R1 2 O I� o • e � � o 10 9 B e 3x6= 3x4=4x4=3x4= 3x6= 9-10-0 11 6-0 21-0-0 21-a-8 9-10-0 1-8% 9-6-0 0-3-8 Plate Offsets(X,Y)— [4:0-2-0,0-2-8),[5:0-2-0,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.21 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.54 8-13 >470 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.29 8-10 >892 240 Weight:87 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Na.3 Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.II'Ex D'Encl. p GC i=0.18�MWFRS(envelope) TOP CHORD BRACING- and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 2-9-9 oc exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber BOT CHORD purT DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 2-2-0 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation ouide. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 7 = 1167/0-7-8 (min.0-1-8) 6)'This truss has been designed for a live load of 2 = 1232/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 77(LC 12) bottom chord and any other members. Max Uplift 7)Provide mechanical connection(by others)of truss 7 = -566(LC 9) to bearing plate capable of withstanding 566 lb uplift at 2 = -635(LC 8) joint 7 and 635 lb uplift at joint 2. Max Grav 7 = 1167(LC 1) 2 = 1232(LC 1) LOAD CASE(S) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3247/3146,3-4=-2466/2259, 4-5=-2357/2271,5-6=-2466/2259, 6-7=-3260/3153 BOT CHORD 2-10=-2955/3106,9-10=-1984/2357, 8-9=-1984/2357,7-8=-2963/3120 WEBS 3-10=-871/1012,4-1 0=-1 88/288, 5-8=-192/294,6-8=-885/1021 NOTES- 1)Unbalanced roof live loads have been considered for this design. v„nre,�n��Er¢e.::rne'r,naa€nl3ss;z!ES,sEe�EE.tiysaEasmnznrasrcu,-rcrrl=uena:EesuElrtaar�re,�Pm_.n,¢eeaner�,¢¢ano-.eece,i�a�.�3pEw,eau¢h¢nArrr�-t<ta:rt.Er.G�,skmtae�,.ree::a7.,.::e,�E<rmremo.¢Fit WLirsxca,pars skdk,"rE.xa:iCC4le,tlssUns Ceu Egdar{i.e,<rmd7[qi>_r+,2!edr¢rsrT6,�rtuetsmsvrtaredner t:sied,rru:+,firse,ya:nthfmae r,:iy¢d nrp'e Trn:rei tnf+:1*,SestE,ednlflt rx!<un e;zarKs,laibr,n s;,m>s17et Anthony T.Tornbo III,P.E. r,r.sedrx:T-b, mlWarrlsn¢mrusiS:fcrd1h0-wtreCvsa'saflrihd;x2nA!Wig Ca:7a,i¢neu10'rfeKWIX,erNWdkitapdmin.1.I.TU,n:e,eidu,aw„r,affitlb.elk,Tess:era,ro3kreTmydu,¢,hm^,na„il:,,,rat;l,nr,,,ErssSaard =80093 ' nebarorCsigrad(ra4,Jn.4Cednsfsd'uRICCnllxpttaa.¢Nt¢tit,eltkrdfar6 enlSaklrE9xxelea(1(SfjrdFle[IrIPnIS.Vice:d,temtrlarxydteiNce.lfNi-d..:trns''i[-1f ieseniL 4451 St.Lucie Blvd. odrvlsereta�NtrxnW¢yrdep¢anusyrl ratiet unhN.the Tnrs Cesiu GE:xa¢r"rn¢r,:llur C,syur,srLrugE:le.^E¢psn dors:wey.ui araar¢rtxssne¢sdos,amt. Fort Pierce,FL 34946 (apprigbr020164-1 Red fusses-ktbacyLlwm,,fill P.F.RapradadimC1Ebisdaumsm,inanyksm,ispmbibited•xdhoaE:he iinenprrmissiea6eandRaalLosszs-AaEhaoyi.TCmbaill;P.E. r - Job Truss Truss Type Qty Ply A. 68517 A04 Hip 1 1 A0027910 Job Reference o lional It Al Roof Trusses,Fort Pierce,FL 34946,design@ai truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:23 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-tJtFu9r_ZOTKMhT61 PbAeHCD5DksiJkpZmwWoRz8Ovl TO-B-Q 7-10-0 13-6-0 21-0-0 21-3-8 8-0 7-10-0 5-8-0 7-6-0 0-328 Dead Load Deft.=114 in 4x6= 4x6= 3.00 12 3 4 c? rn v1 2 5 o 8 7 s 3x8= 1.5x4 11 4x4= 1.5x4 11 3x8= 7-10-0 13-6-0 21-0-0 21-�-8 7-10-0 5-8-0 7-6-0 0-3-8 Plate Offsets(X,Y)— [2:Edge,0-0-4],[5:Edge,0-0-6] 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 0.84 Vert(LL) -0.34 6-11 >743 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.60 6-11 >428 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.28 6-11 >910 240 Weight:70 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except' T2:2x4 SP No2 4)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 No.2 rotation about its center. WEBS 2x4 SP No.3 5)This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc 6).This truss has been designed for a live load of purlins. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Rigid ceiling directly applied or 3-7-11 oc bracing. 7)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 593 lb uplift at cross bracing be installed during truss erection,in joint 5 and 662 lb uplift at joint 2. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 5 = 1167/0-7-8 (min.0-1-8) Standard 2 = 123210-8-0 (min.0-1-8) Max Horz 2 = 63(LC 12) Max Uplift 5 = -593(LC 9) 2 = -662(LC 8) Max Grav 5 = 1167(LC 1) 2 = 1232(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2848/2457,3-4=-2696/2467, 4-5=-2847/2457 a BOT CHORD 2-8=-2241/2686,7-8=-2238/2696, 6-7=-2238/2696,5-6=-2241/2686 NOTES- ~ 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf-,BCDL=5.Opsf;h=25ft; Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ts,,R.Hnrcngdren:r.@eF.u@:tnGss;cnu;,ic�urayssrusom_ysrnrauFm7[rltutnwuE.u:vri n:@r ;yrNo-:nnne,nF t,nr,,nr„e grm.aypnG;a�ne uayt.rr:Fria:yi.0 ;,sneatrirceeru„r@rc.n.neirnrt=.o.nq 94TA rd,ylelrssillee iutt GC4F tl is rrsR xFgaas ie,SysrhsFq @ �, m;ny,m,=unregzx 4n rde r le, F -.:nn @! rausi,r+nr•,Rey:a�nrLiovnil,,rn,irn rare,n rns.txr i R7 c.sw Anthony T.Tombo III,P.E. utr drx,•n„b•nr1eP,3ri@,mynux4'y rt5e0 v,be@."."eakdidgexn„ratluy0 ger,nie ugen AUettr,'lr RL nxlulk:IFaycoL ae R!Ln:eiy:r ldnelEOntre,fi•Ilae.lneFns odrayknlay,ieeie,,.q,:ewen<F.n. yd.t.@en yn,islny rl =80083 nrs,ufayC:d�.xae6Y:rtl¢fli,dnsr,r,tsp,iCwnl!txynrcimnlrredoneiFsk8y6cpc,alS:elrhh,en�hlSOydE:ltyl.`uISS[larAn,c,lSrymsdy.ii>se.iPlliefiees@uesynk:itiinnlh@esdysLn,Oevzs,inssL:in'vseeaniirtssyvhd...... 4451St.LucieBlvd. r@e.aha ktrllrorxn�,siedgn@v!rnhnl y,ni?slntallbT-Des�u Fyl.,4FrmV.111R@nqa,,,rctnsssya::Fgre;ro!nre,at�,y.ui;gedv:l,rc:;nrrs ARM rma. Fort Pierce,FL 34946 (op1ri95t 02016.A-1 Raof ios3as-AnthonyT.Tombe Ill,P.E.Ra,roduttionof this dotumem,in any form,is pyohibiled w@houtlhe Britten permission(Tom A-1 Roof Trmssas-Ardony I.hmho Ill;P.E. Job Truss Truss Type Qty Ply fi8517 A05 Hip 1 1 A0027911 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:24 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-LVRd5VscKKbBzq 1 Jb66PAVIPod68RgxynQg4Ltz8OvH -8- 5-10-0 10-8-0 15-6-0 21-0-0 i 0-8- 5-10-0 4-10-0 4-10-0 5-6-0 Dead Load Dell.=9/16 in 3.00 12 4x4= 3x4 4x4= = 3 4 5 to n ' v1 2 6 0 e v 9 8 7 3x6= 3x4= 5x6 WB= 3x4= 3x6= 5-10-0 15-0-0 21-0-0 21-t-8 5-10-0 9-8-0 5-6-0 0-318 Plate Offsets(X,Y)— [2:0-0-8 Edge],[3:0-2-0,0-2-41,[5:0-2-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.26 7-9 >967 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.80 7-9 >318 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.34 7-9 >761 240 Weight:84 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; OTHERS 2x4 SP No.3 Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 2-9-1 oc and forces 8t MWFRS for reactions shown;Lumber purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 3-11-5 oc bracing. ponding. 4)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6)-This truss has been designed for a live load of 6 = 1167/0-7-8 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 1232/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 50(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 599 lb uplift at 2 = -669(LC 8) joint 6 and 669 lb uplift at joint 2. Max Grav 6 = 1167(LC 1) LOAD CASE(S) 2 = 1232(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD ,2-3=-3212/2660,3-4=-3096/2657, 4-5=-3111/2673,5-6=-3227/2675 BOT CHORD 2-9=-2469/3058,8-9=-3343/3862, 7-8=-3343/3862,6-7=-2485/3072 WEBS 3-9=-1831427,4-9=-971/899, 4-7=-961/881,5-7=-185/427 NOTES- 1)Unbalanced roof live loads have been considered for this design. 9trsulFins±nutttk¢tn:er fie lIf9:i TiF1f7;19!tf ySEkIrE IEINf 6;DkfilllGtlStTi00i 1CYl'f;(kli:SlLwY;ki'Ixn/ctlrftsiptaesAnstefteN ra'esrrtJt last EesisrNcrug(f(ti;rt9lSt etpur Lrt:lsCE:Pthfnert S9u^Gdxe rst.Celts®Mtt.iu cttln Ce lGO.er{t Hdtit:2t llntsssikt=tt fxl<iCCnk<t�:t istrms C'x Fgi+an;�,tlxnt7Gri>_z?ttle:sl ss z>iR,:qa:<nswty¢a[dliern4;sirode[Snsturt:tpavkh Grltltapef blent}'ttrt;leplltt(a1CDttl/,ninlrLt.ru ltnp o;:nr es,fater mta;trc satt3::M Anthony T.Tombo III,P.E. ndnedlt iu:s trnittili unsnsp tni7:d'tdhC.tgkCnr.'s whrnti retnfe 4�7t rOn.,en,nfie nsledtltit R:,@<P.(ttllie lral io"�itt iosentltiL Rt tpenddhe lfi0ut ery fisl3rud4etn:s.uGCn3 kwlug tluerpinft°eoane Adoe sSi'hlt rttrasii.isrd =80083 tt� ' Rero:I1g0mT—iLsht". AI.;a-viriism lrH itfiuSA....1stwllit,W&Mdn.I'm O'.gv"Tn Nip b:.ttnM1-ttattrdntl.ttless 4451 SF.LUCID Blvd. ktlnrhe tetmllrsrxnod ty,ntgn traces lydrsdalutf el.IH Ni,Ns"Glatsis 0 At rainy 1101.1nlass.tnec hf-tfsy rimy.sn nrtmett t suers aai'd till. Fort Pierce,FL 34946 (apyligbt 101b4dRootLosses-ArthonyLlcmboill,P.f.Rtalodonionef this docurnweinonptot.,ispmblbiledwithounhemittenpttmissia Not 4.1InIbusses-4rtheoyl.le.boill;P.E. r Job Truss Truss Type Qty Ply 68517 A06 HIP GIRDER 1 A0027912 3 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 MiTek Industries,Inc. Thu Jun 08 09:31:25 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-ph??JrsE5dj2b—cV8gdejiHall WMA51604PdtKz8OvG TO-B-Q 3-10-0 9-0-11 13-3-6 17-6-0 _ oleo-0 21 a-8 0-8-0 11,ONO 5-2-11 4-2-10 4-2-10 3 6-0 0-3-8 Dead Load Dell.=112 in 3.00 F12 5x6= 1.5x4 11 4x8= 4x4= 3 4 5 6 3x6= I� 2 o e e er Io ` 12 11 10 9 8 2x4 11 4x10= 2x4 11 4x4= 4x4= Sx10 MT20HS= 3x4= 3-10-0 9-0-11 13-3-6 17-6-0 21-0-0 21-a-8 3-10-0 5-2-11 4-2-10 4-2-10 3-6-0 0-3-8 Plate Offsets(X,Y)— [3:0-14,0-24),[7:0-4-3,0-0-21,[11:0-5-0,0-1-121 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 0.83 Vert(LL) -0.40 9-11 >635 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.88 9-11 >290 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.50 9-11 >510 240 Weight:315 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x6 SP 240OF 2.0E 1)3-ply truss to be connected together with 12d WEBS 2x4 SP No.3*Except* Standard W3:2x6 SP No.2 Top c"chords c)nails d follows: 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BRACING- Top chords connected as follows:2x4-1 row,at 0-9-0 Plate Increase=1.25 TOP CHORD °C' Uniform Loads(plf) Bottom chords connected as follows:2x6-2 rows Structural wood sheathing directly applied or 2-2-0 oc staggered at 0-4-0 oc. Vert:1-3=-90,3-6=-90,6-7=-90,2-7=-20 purlins. Webs connected as follows:2x4-1 row at 0-9-0 oc, Concentrated Loads(lb) BOT CHORD 2x6-2 rows staggered at 0-9-0 oc. Vert:11=-1553(F) Rigid ceiling directly applied or 10-0-0 oc bracing. 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 = 1831/0-7-8 (min.0-1-8) LOAD CASE(S)section.Ply to ply connections have 7 2 = 1831/0-8-0 (min.0-1-8) been provided to distribute only loads noted as(F)or Max Horz (B),unless otherwise indicated. 2 = 39(LC 23) 3)Unbalanced roof live loads have been considered for this design. Max Uplift 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) 7 = 999(LC 5) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 2 = -1202(LC 4) Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Max Grav cantilever left and right exposed;end vertical left 7 = 1831(LC 1) exposed;Lumber DOL=1.60 plate grip DOL=1.60 2 = 2121(LC 1) 5)Provide adequate drainage to prevent water FORCES. (lb) ponding. Max.Comp./Max.Ten.-All forces 250(lb)or less except All plates are MT20 plates unless otherwise indicated. when shown. indicated. TOP CHORD 7)Plates checked for a plus or minus 0 degree 2-3P CHO/4fi48,3 4=-13086f7307, rotation about its center. 4-5=-1305/46487,-4=-13551/3612, 8)This truss has been designed for a 10.0 psf bottom 6-7=-6551/3593 chord live load nonconcurrent with any other live BOT CHORD loads. 9). rectangle f on the bottom chord in all areas where This truss has been designed for a live load of 2-12=-4484/8145,11-12=-4541/8271, 10-11=-6582/11990,9-10=-6582/11990, 8-9=-6582/11990,7-8=-3437/6344 rectangle 3-6-0 tall by other wide will fit betweenn the bottom chord and any other members. WEBS WEBS358/789,3-11=-2835/5022, 10)Provide mechanical connection(by others)of truss 4-11=-326/370,5-11=-1015/1233, to bearing plate capable of withstanding 999 lb uplift at 5-11=-32/530,5-8=-565615/12 joint 7 and 1202 lb uplift at joint 2. 5-8=-fi57/1303 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s) 1553 lb down and 927 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard aseg-n:,,,a«„FI!r«,�<.ee'AUDas;resss;S=:!u^,nl€sutr>Istmtomca>rar:Du/wsrluaR�tnnsu[rrI««u!a,te,ry,�-dr„,.e«aeaa,,,r;,c„e„ipm,.u�pce;�nF en§nfLT,zl,r.:z.r!k,,;<[n„en.-.>L rde„ds«.:.cdesmre tsD,«Ir UI[ekr..eeGrplele,[klI StEFFd IrS<iDtltf[e,d:tlS.Tff:SD!f:t[Ir4btl 11.,Srf:I,Cj EFpxe!p deexlnsaj tD;toFR«e150,G,rSxedii?pF4'sl,,,l«elie4!Qiltl]vaLZh[3!@iIltye Fl Lk,htx'10.1lrrlNil r«tDAtl1l,Fit«inl.Ii<enlPFs.lrir laiaimla<EL udeYdul Anthony T.Tombo III,P.E. «t nedex,?«nlnwkiEVer isae rzei«rWlm da Cne:,h C.Fd,nat,m,(nrtu he 3Fillvr De;n,iFie udmdu,0[,3e7.(«i,k lrel Sr:Ili,p Fe4«3 RI I.Re ryr,.ddGe TDD«tFe,fieii n,,!d,I«n,adern3 kiilbl.ilrrye,rzsf.ms«i F.nry nisi le de«sr«sliudld =80033 ' lie L:rcr®ap <[Fm,d,r Me.., .,dk Pa IN it,p,dla, flAfl-dltI.M;[-r.«i Sdery!euzdmntu s,ied:a l!T"m Ssu e„1-9 f'q—d pd..in lefix,1,!e)-i!-.1 ON,dntT„s,us;Fn,Tun Lepiy-.i I.-YF!ndnn..1 4451 St.Lucie Blvd. nerrn«Gaefir„xuutap«6trnlsv:kqF,a'Irxtire,n,lrri.TiarrrsDesn[ajcs+uE,Ttit sa:UmrD,si3+,,,,T„s-,9d,z[llore.daysr4.1. l;gr,leel«zs,nesEd!,FlFTII Fort Pierce,FL 34946 (eppight uU 2LI16 A 18a.11runts-AnhogUo.6a III,P.F.Rep,oduniur.ehhis dorumtnl,i—yfarm,is ploh;Eitzdaifhouttht w,itttnptimissianhem 4 1 Rinfeusses-Amhaay L Pamha!11,P.I. �608517 b Truss Truss Type Qty Ply A07 Hip Girder 1 1 A0027913 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. Thu Jun 08 09:31:25 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-ph??JrsE5dj2b-cV8gdejiHgN 1 SIADD604PdlKz8OvG -0-8-0 4-0-0 5-0-0 8-8-8 r 0-8-0 4-M 1-0-0 3-8-8 3-8 Dead Load Defl.=1/16 in 4x4= 4(4= 3.00 12 3 4 T2 i T3 1 W1 W 5 a 2 1LJ 131 LJ So! A' 7 6 o' 1.5x411 1.5x411 3x6= 3x6= 4-0-0 5-0-0 8-8-8 8Q-0 4-0-0 1 0-0 3-8-8 -3- Plate Offsets(X Y)- [2'0-1-4 Edge) [5:0-1-4 Edgel 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 0.41 Vert(LL) -0.06 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.14 6-10 >794 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.09 6 >999 240 Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 5)This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied or 3-6-13 oc 6)'This truss has been designed for a live load of purlins. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 4-11-10 oc bracing. bottom chord and any other members. MiTek recommends that Stabilizers and required 7)Refer to girder(s)for truss to truss connections. cross bracing be installed during truss erection,in 8)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation guide. to bearing plate capable of withstanding 477 lb uplift at joint 5 and 534 lb uplift at joint 2. REACTIONS. (lb/size) 9)Hanger(s)or other connection device(s)shall be 5 = 790/Mechanical provided sufficient to support concentrated load(s)215 2 = 85110-8-0 (min.0-1-8) lb down and 254 lb up at 4-0-0,and 215 lb down and Max Horz 254 lb up at 5-0-0 on top chord,and 157 lb down and 2 = 39(LC 23) 130 lb up at 4-0-0,and 157 Ito down and 130 lb up at Max Uplift 4-11-4 on bottom chord. The design/selection of such 5 = -477(LC 9) connection device(s)is the responsibility of others. 2 = -534(LC 4) 10)In the LOAD CASE(S)section,loads applied to the Max Grav face of the truss are noted as front(F)or back(B). 5 = 790(LC 1) 2 = 851(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except 1)Dead+Roof Live(balanced):Lumber Increase=1.25 when shown. ,Plate Increase=1.25 TOP CHORD Uniform Loads(plf) 2-3=-2310/1443,3-4=-2251/1432, Vert:1-3=-90,3-4=-90,4-5=-90,8-11=-20 4-5=-2310/1439 Concentrated Loads(lb) BOT CHORD Vert:3=-140(F)4=-140(F)7=-157(F)6=-157(F) 2-7=-1369/2220,6-7=-1381/2251, 5-6=-1364/2220 WEBS 3-7=-123/251 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 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)Provide adequate drainage to prevent water ponding. ...'... ........ A¢u1.A2nt:xirPJ,le4inRe'4irin3i:2rSft(xgLrD4s,;tr.4:[(C%�ir73S(P.i!!ft:"!Olf(SY9&:iD6Y:Af'h�a.hsSltCa:t�l4SxFitt(e:7,.r q�:;4eflL f -.iyfiD:;r,{Ss;Mtn,I.'.idsl�.P:IG!£isR 9khrtn es ta4Fse 5'-m tx � Y!ils tft.lzr Y s^'ttn'.d2a Gt ID€hntwS lStT;tis;ESGlFegritc,A.�tisty f 'iitktl.{iJT[%�Rtft{[XStS£:4r'fiTt!hlFd4'1t91!Sjilryfb{«Sti:Cf((C(H£^[ttlht5flj�ST i31 r1tlt(F�fTsi'ttlr.R(•.11rf�,�Y(fSirF tS'ti:( � rits,sti fd.n q(ith,,,y T.Tomb,I11,P.E. -s S(tit EhT fi (H?(di(t td 4tirCEi3LE( L£E:etR,(t'.tiYiit£"f dgfdnnetrts,tSiltClurM4#.'StliLHL,3£ 6lR fIPl l,fi^y(ill a(iril lktrt'f,ddhsl Rl e£r9af Ytif .t,-,e[rY�3I CNCIgi hDd'i LG'�j 1{Se(-6P.Y#1 I(3t (00$3 ' '�tra(gr-.t?_!t9(ry11tS'H,lif a£et StlttSCCt Dry((iirl#'xlSfE(rafi*SS'�t LEly";(f flMf£ifY(T"if1ESA:t12()(,'r f.S I r{t£(SI I6Stli('dtRf{i£'{P:t'd j'Yft4l.rii3t[q;f fitirGd.I3:51:itt£( 1!F'�i'1 T.TSSDfit ft:rfliF DS;i L£Zk.i C(IRSSM TSQtI'1,H�t55 44,1 St.Lucie 6W, Fort Pierce,FL 34946 s#urt st24!p t(s!"t9xaxlirtt 11tt4brlT sArtritsa4£Pt4?t(st D.dr&titi 67.4s tzrtnr 5edxsx.e:Frss Sttita iEsnry!dar lrs"(it}SC u(CS"7!(tc5ut ts(:,td a IrW. tnpyriyy CV 1816A-1 Faeilinsts-hfEay 1.100ho III,P.E 4±pnc(aaicn otsh(s do4on±nt in nuy(ei�,is pru5ibixd.iftueis6ewtii!en petmiss::£SomA-1 Fad Trasstt-Auf6c=yl.lore6n 91:P.E. Job Truss Truss Type City Ply 68517 A08 Half Hip Girder 1 1 A0027914 Job Reference(optional) I'll Al 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. Thu Jun 08 09:31:26 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-IuYOWAtssxrvDBBhiX8tFwgnuR[yvW FFk9APmz8OvF 2-9-15 1-1 7-5-0 11-10-8 12-2 2-9-15 -3- 4-3-15 4-5-8 3 Dead Load Deff.=114 in 3.00 F12 5x6 4x4 II 2 1 1 4x8= 4 1 1 1 W2 Li o• o' e• 7 14 6 15 5 3x6— 1.5x4 II 4x4= 5x8= 2-9-15 -1- 7-5-12 11-10-8 12-2 2-9-15 -3- 4-4-12 4-4-12 -3 Plate Offsets(X,Y)— [2:0-1-4,0-2-81,[3:0-3-8,0-1-121,[5:0-3-12 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.22 6-7 >642 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.50 6-7 >286 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.28 6-7 >510 240 Weight:51 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T2:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M WEBS 2x4 . Vasd=132mph;TCDL=3.Opsf;BCDL=S.Opsf;h=25ft; Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); W3:2x6 S SP 3*Except*P No.2 cantilever left and right exposed;end vertical left BRACING-TOP CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 2-9-12 oc 2)Provide adequate drainage to prevent water ponding. pT except end verticals. 3)Plates checked for a plus or minus 0 degree ROOT CHORD rotation about its center. Rigid ceiling directly applied or 4-7-13 oc bracing. 4)This truss has been designed for a 10.0 psf bottom WEBS chord live load nonconcurrent with any other live 1 Row at midpt 3-5 loads. MiTek recommends that Stabilizers and required 5)*This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Refer to girder(s)for truss to truss connections- 1 = 1143/0-7-8 (min.0-1-8) 7)Provide mechanical connection(by others)of truss 5 = 1217/Mechanical to bearing plate capable of withstanding 638 lb uplift at Max Horz joint 1 and 660 lb uplift at joint 5. 1 = 55(LC 4) 8)Hanger(s)or other connection device(s)shall be Max Uplift provided sufficient to support concentrated load(s)345 1 = -638(LC 4) lb down and 182 lb up at 7-3-8,147 lb down and 127 5 = -660(LC 4) lb up at 2-9-15,66 lb down and 67 lb up at 3-2-12, Max Grav and 102 lb down and 109 lb up at 4-2-12,and 102 lb 1 = 1143(LC 1) down and 109 lb up at 10-4-4 on top chord,and 36 lb 5 = 1217(LC 1) dawn and 47 lb up at 2-9-15,67 lb dawn and 57 lb up at 3-1-1,and 214 lb down and 130 lb up at 4-2-12, FORCES. (lb) and 214 lb down and 130 lb up at 10-4-4 on bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord. The design/selection of such connection when shown. device(s)is the responsibility of others. TOP CHORD 9)In the LOAD CASE(S)section,loads applied to the 1-2=-3360/1873,2-11=-4408/2408, face of the truss are noted as front(F)or back(B). 11-12=-4407/2408,3-12=-4407/2408, 3-13=-583/314,4-13=-583/314, 4-5=-302/199 LOAD CASE(S) BOT CHORD Standard 1-7=-1824/3218,7-14=-1851/3279, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 6-14=-1851/3279,6-15=-2408/4407, ,Plate Increase=1.25 5-15=-2408/4407 Uniform Loads(plf) WEBS Vert:1-2=-90,24=-90,5-8=-20 2-7=-145/325,2-6=-815/1154, Concentrated Loads(lb) 3-6=-237/317,3-5=-3880/2125 Vert:7=-103(B)2=-11(B)3=-345(F)11=-12(B) 12=-74(B)13=-74(B)14=-214(B)15=-214(B) ihRE{.flansf;fmrJd•pf�prlti-s1145SZ}'S'.L'ti"gF':tit';Lu:&(0.RChAnc(�1€at€3r(ilE:Cd9h;i,"6A;51'htm-ttrhk:eEpm^?t!s alutFe:Ntsv rEt;¢nr:,..eME;QFE,wlaSFuew,l.n,kG,[f.p:.'reen 1Sre:defae rs>.G:srsE�+se tin tat!•4G te1; y':eta Rp ss Ektr'Fdn tx lC bte r>'i.tl t-e unt ,ptitfry.tas ninnryiCP sre'. st<rrt ltfzhsElsep ra9rskr fue u�th a-Itl..to i'�rdabeF51 to till.ukspE na::prse!_L-.-'_sp ttul an =a.,neenr s b s emu r,ptt>acyx ,n-:.tes>4 a .� rtarxr v,c wfx xi-t �.lr tee. e t di-e;;t ztEln trrtpp�„d>?b t l;�i a tie t. ,ni t p n p.:b,m:taw.p>f:€p r np�ass;ti ,^,ndnory T.Tombo 11' P.E. s'oU4S3 Sa tau;-a ad(sebEN)ir,^f!s:teaaa l"`3 lr.:;ru is t;-,' es{pN d t'�ekS..'i ia'.T'.r ettSri�li. esd S..s una(aEtu-+fhr rrnl;ssinair7.4.s.s#e lesf.s;r:rtttned}ry-,pp Lss,rs;nr.ira h..trwe<srt.ss sTrb,tcless 4451 St.LudeSlvd- Zt ..ktt+i r d:ert.t if a(R,C�3RtPd;jfE b n:aph fCpr711YItl.ed,iotl..t p_t�tCfM�>!x'a kh(Rf.ep.ttE4E%..r't{1.is1.A.t;�xeKtf R!letT1E;,�!R;AR-Pd E.3!ttE U t:4ed 0.1(61, UwigtrQ2816A-I Foot boss's-AmSeyt.tomhr III,p hInoduttionei ibis dommal,inany rum,isprohihited.bhoutthewt0wpermissiarI=A-Iieoftrusses-Artheryl,iombolil:P.E Fort Pierce,FL 34946 S Job Truss Truss Type City Ply 68517 CA Comer Jack 4 1 A0027915 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 MiTek Industries,Inc. Thu Jun 08 09:31:27 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-m46mkWuUcFzmrlmuG Eg6o7N6JrJwe8CPTOukxCz8OvE -M-0 1-0-3 1-3-11 ' 0-8-0 1-0-3 0-3-8 3.00 12 3 r 2 1 T1 0Q° 4 0° 3x4= 1-3-11 1-3-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/clef! L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.00 5 >999 240 Weight:5 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 1-3-11 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) 2 = 141/0-8-0 (min.0-1-8) 4 = 46/Mechanical Max Horz 2 = 41(LC 8) Max Uplift 2 = -116(LC 8) 4 = -30(LC 12) Max Grav 2 = 141(LC 1) 4 = 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=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=S.Opsf;h=25ft; 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 116 lb uplift at joint 2 and 30 lb uplift at joint 4. 'd+.zng-Fln,tlnttgllp re,+.C,e'11lgin SIGSS:S(s"'.a mrill{7@fS:Okril4lS(ils'CY�ECR'1.1L6:RtFPnYFt1'Iuty leN,laip pase.9us:ei+etl roes nit ln,t hliplhrt pwQ Ali,1M.1!.luteM.F!Iden;tl4etFefee tu.Ee4s,Yen.n<.t41 ra@e IEU,eell tLcu+opt,ptmssaan:ts<e!rtriLtu{eru't{sst:esshes.iqa-au�ste:atTbp�:=:,u:,�ietraito-;rqs❑mc.,s«s:ednsir4z.=rt.,!ergs:so?:n r�isr,trtra,,die,norm:ty ttrthame.scts+tfu.cxt<:iy,+sna�.:,�'w i.�ccc,<a:{m Anthony T.Tombo 111,P.E. nl.seAhiTiniW+ery4ifiseitrtt u+pnaie}Ada Cn�,h Cnn'+amsvrti gNnhe{atia}ga�n,it 4e udeddiit nLdrL+(relfx 6xl b:Ilia)+tlznllC}.tle grr•dd.G<ICPvxi at fi:!lnet!dtrnsx¢deiu]kttdlrg ilxe}e,in0"diaere Fnag,R€le@e rz:presiSlirytl 280083 I nts ar°ge•r� +ace Git+.loed<s+tirnnr{o 1pspa+ese lge nods rr ay6 pxi sfdsr :d,aplsepar.!{rtr,ttlsaa.e datr:t'x sdg.d,x<.t�Irefine+keiesn+u*innrltat;d!a ri3,g:pH,i+sa,gtSgnnrdlm:da Arrn,edsss 4451 St.Lucie Blvd. rflnnss&falN rtxucelepetept3rc ahul patie+Im,rl rh NSIN;ntgblm'SE.r9dadlitg Dni}m+.eriosOraea 6pa•e,ofegh!Inr.al aprde•.lEex;mrtd&nlxIIn Fort Pierce,FL 34946 Eopysighs-201d A-I RaafT,ussas-AvhoryLk.1rlll,P.E.Rrsadudiac-11hisdammem,inanyfom,ispwh.-Nudxishouvil—itlen permissicahom Ad Raaf T+nssus-Arahaay T.Tamha Stl;P.E. Job Truss Truss Type qty ply • 68517 CJ1A Comer Jack 1 1 A0027916 Lobeference(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 MiTek Industries,Inc. Thu Jun 08 09:31:28 2017 Page 1 ID:UtTKaozK_syRcKpgCsuwbmz8QAT-EGg8xsv6NY5dSSL4gyBLLLvH3EeONbSYileHUfz80vD -0-8-0 0-10-13 1-2-5 0-8-0 0-10-13 3.00 12 3 2 1 T1 Q� 4 �c �c Q^ 3x4= 1-2-5 125 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:5 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 114 lb uplift at TOP CHORD joint 2 and 27 lb uplift at joint 4. Structural wood sheathing directly applied or 1-2-5 oc purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 137/0-8-0 (min.0-1-8) 4 = 45/Mechanical Max Horz 2 = 39(LC 8) Max Uplift 2 = -114(LC 8) 4 = -27(LC 12) Max Grav 2 = 137(LC 1) 4 = 45(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.ll;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. Yht•11195irlriia;sru:t„OEM Erastusoini;ssr�;ou,-ur(rl:tskaaEn;u;are:o.utntttsl, .:,n...w�„isa:,..r;,u.nUnpDrtri.Ipmle,,an,t,n.rt.h.1,r;rr.t,!;!.:,tl,:Itd,�,.trd.,t.t-n,�£,ei�,n,IEo,,dt P,i,ie 'sitt-wi itt,.itar 9tw, 4I„d:i-1,.irn.Dsrg 6iaHs¢:,Ste;uMEEti>w:aa:(xlnmjil,;ryrzunsn,rq�xxedat rrah:si,al„ei�4:ulIM011M'mt!4htin,1R talf,Ts-(IIiIdn n,IDD tdt,W.I 1.t'v i''q- r s.&k]cabers,vntN.ai .TOm W—fftsiu„1,a�q Wint is it,Inrlrtli10 d&C»e,n,G.." &.ritdyesn nelal.1N.7e,Wit url,Ad31R'ft,l4elus1.1k:Ilig'&tri TO.1.N ITI-1 n'f,IDD W rey 961 rt ri ll,T.,,k,nfigf if.1slx(it,h$1'6.ni i—I'W;h de t(sl-hrliltd AnthonyY bo III,P.E. ' ne t,�te-u tt,rr:R to 7 N., miG tie n- t elnesdrrta' r isa!m l�tc ttn+itin dr(ttit t isu r,idnn:<i tx'ayd,�tlTe iKl�•r.s n.......Ali:;❑„ian(sdry h,ros.;er,"IGss�smtyn,tt,e lrtss k,d,:bin..tless =80083 tnt.—&Alti1,Yttt(hrEF�IJYXrltf[It',,.110.It,tkSSPt(tltll'm-1,t-I nt kAJ;i.SM,I ttIBb SttlPE tltn? V,1111wq.,ul ulamiaa nt.;.,,saditd+t•nL 4451.St.Lucie Blvd. • Fort Pierce,FL 34946 (pppig5l'a`(4i?IGA-I Ganllmsszs-Araharri.Tamha ill,F.E.Rt7,oduttin il this documbol:in any form,ispro6iGiitd xilGnunhe.rrinenperminiantmm A I ecoELosstt-Anthony i.Ean3o ill;P.E. Job Truss Truss Type Qty Ply Job CJ1 S Comer Jack 1 1 ��2:79717 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. Thu Jun 08 09:31:28 2017 Page 1 ID:UtTKaozK_syRcKpgCsuwbmz8QAT-EGg8xsv6NY5dSSL4gyBLLLvHXEeLNbSYileHUfz8OvD 0-10-5 1-1-13 0-10-5 0-3-8 3.00 12 2 1 T1 Q° 3 0° Q° Q° 3x4= 1-1-13 1-1-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.00 4 >999 240. Weight:4lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 30 lb uplift at BRACING- joint 1 and 35 lb uplift at joint 3. TOP CHORD Structural wood sheathing directly applied or 1-1-13 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 62/0-7-8 (min.0-1-8) 3 = 57/Mechanical Max Horz 1 = 21(LC 8) Max Uplift 1 = -30(LC 8) 3 = -35(LC 8) Max Grav 1 = 62(LC 1) 3 = 57(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. brtitr-Flseawq!¢rnk'fae'LIIOer SIElS3;A�Fi'yitC3ll[1756[0"CII4MS[9SiC4iWFJ'1:[Yk;ai[OSWATIue[rd!(tfipp;tetlttcist rttl w'es n!tit[ttst Etsirt Artrur(10':j wdtlt le[1nr L[mlt C:r�.idun;tSi^s'Letr:ent.['<Itee3aaifettlt(mae[EO,etlr urza:tat ttotknr;u:(urutxu[ftvtisemsm, [t zsTfe,trtath[t[t;at�immrra;rytnmtmtt: tda;rfFL:fu:flt[Sli!Yif�f.HYA:ad1,tFYaf(t:iatlL4fl9�*m.(tr te[[6atdl.tt(nm[.r:to!�es.rz s.�.(e[rztlrtcrn,r+nr.. Anthony T.Tornbo111,P.E. (rza ;rt=tt°>r[.ns!i,a,ustsWnabu.",t'NnitOmtiqt,,nt[argoasqu,oatrzntra,stmatttan.lt°IWIfin,dtm(r11Lntrr°flratme (�a:itmtr.atrt.ss:ae. [�byflyt.if,tt^tm,fir t[tltePrz;la:faun =80083 Ztnlu::l es:F n:r>§ta flaws"nlarza:teeW1.41.6""dpolrzlt![ae[as[[-pt rsrn.l�,:ta,,,;[nq[tlr�[!r[rtifSEA �1—!di.M";lihn.InIOnsatm[ NlntsWAnmdn:hissDn?uT-P-tgt'EgauedhissPusfetlnu,nlm 4451 St.Lucie Blvd. n°.a taahi,uuoalg toptavax[rursusitntul.It,1 ttodplip,1,[irlt[Ishii; gw.uirrsckd.ri'l w9sg111ir Allreltdltt!!sa;mmd t!!s in. Fort Pierce,FL 34946 topyrighl01016 A-1 Rieffmssas-Aubony L Tcmba ill,P.I.Reprad,mis:alt6isdotnmeay in ooyform,isprohi6ilxdxirhaunha[ninenp(rmissiaahua Ad R;dTtussas-Aslhoay T.hmba Ill,P.I. Job Truss Truss Type Qty Ply 68517 CJ3 Comer Jack 3 1 A0027918 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. Thu Jun 08 09:31:29 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-TEW9Cvk8sDT4cwGNfiatYSQaey961 iixhNrO5z8OvC -0-8-0 2-8-3 2-11-11 0-8-0 ' 2-8-3 0-3-8 3.00 12 3 N 2 T1 O [h 1 a0 B1 O Q' 4 3x4= 2-11-11 2-11-11 LOADING(psl) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-7 >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 FBC2014/TP12007 Matrix-MP Wind(LL) 0.01 4-7 >999 240 Weight:10 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 BRACING- to bearing plate capable of withstanding 73 lb uplift at TOP CHORD joint 3,150 lb uplift at joint 2 and 15 Ib uplift at joint 4. Structural wood sheathing directly applied or 2-11-11 oc purT BOT CHORD LOAD CASE(S)Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 101/Mechanical 2 = 22310-8-0 (min.0-1-8) 4 = 53/Mechanical Max Horz 2 = 71(LC 8) Max Uplift 3 = -73(LC 12) 2 = -150(LC 8) 4 = -15(LC 12) Max Grav 3 = 101(LC 1) 2 = 223(LC 1) 4 = 54(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 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. wnente s.isureyd-mFleurvno-ha ueotz�f1nln au.etasxr.se:ml�[lpa przntir::•.prgy ueemgsa<eafL tit:Kur'nlpa A Adre tsIauCervS nu!pn ters+iaareL:;usuIkgtS Heed 7 f etpn.Aoa ti�eso.`Jtn.e i�nBss,z SrnpEe:Br:7c..1relO dsi r99r.4s:a5na'tpei,t�4a1:r.e sytC s,naff elKin�rfrnn.:ir�0s n4_iu;ej InL,Tepo.s Yrei1,:nsfrtlsY�re,!e6nL?e„(a[sF-Hege,lroi akmd1g'ntstrs,a9nupe w.eIrcanetd,dn,,x nG,nilpdpire,x.y:eE,d�a,z sre3et:isr!Bn,,e:nw nnied3,,der,usn�tr ir:aa4atst,ru�mnI.pLC rxinc draa,?tnnrd.hL s.d!iein.tn Iasnnrt<e.lxmim:efi3dnP. mePisc,nn;:e�ur,srefi9•snIptten 4uE:tinleannttnm I r,na renpxF;Nosn:nDem,,drIayfnn.•etlyRL�.:na:.nm.e nsaa,t:iSnig'ennterr!eli.Leolurniee<s uwrhan,;.a sEve da.,<ren:rb a<reka�,rnul:�dsuzsa°rsrnYere eulda nnnm en.eeem,IuEaaa,mnr.:leuts .s - grethonYT.Tombo lII P.E..E. rn&Rfd 80083 dol. 4451 St.Lucie Blvd.H(aupyn.gight%)2016 Ad Baal hassn-Anthany L hda III,P.P,Ppmdarsk.al this dotumeniAn any(arm,is prohihiled withowhe mio npumissian from A I Baal hussas-Anthony L tamha 111,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty 88517 CJ3A Comer Jack 1 1 Ply A0027919 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 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:29 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-iTEW9Cvk8sDT4cwGNfratYSQSeyv61 iixhNrO5z8OvC 2-8-3 2-11-11 2-8-3 0-3-8 3.00 12 2 0 v I � T1 N 1 m O m O B1 3x4= 3x4= 3 2-11-11 2-11-11 Plate Offsets(X,Y)— [1:0-1-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 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 FBC2014/TP12007 Matrix-MP Wind(LL) 0.01 3-6 >999 240 Weight:9lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 77 lb uplift at TOP CHORD joint 1,74 lb uplift atjoint 2 and 17 lb uplift at joint 3. Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 160/Mechanical 2 = 104/Mechanical 3 = 56/Mechanical Max Horz 1 = 54(LC 8) Max Uplift 1 = -77(LC 8) 2 = -74(LC 8) 3 = -17(LC 8) Max Grav 1 = 160(LC 1) 2 = 104(LC 1) 3 = 56(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; _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. v.,.or-ner nn+Ksllnaar>c LIlnuE nM;U!SEeaa?wssmrom�ucn€ou�urx?nr€exeEe�u=-trrora re•a,r.!r -..nntnt«++.esn~;;l,.neni?+cn.iarpE�;aalnrtmnr?.rntre:e�rr n,,srr.Etlxt.t et!nta�tr i,<:<:tln�t?co.n!r umiramrr!rssallesetlr:feUtel"ettrrnsPnsh?asin,�tmPlfepaen:sslnsj169rg:nBnre tAcrrcYnintlereiaettgr.:pma�rybaelurtlmsngui�,lg�fnnteoedr,edsrl.reiegrnmpn:,lrtarml:ncu7tar Aothony T.Tombo III,P.E. ntnttl crtn,lr.�uuayi,nttnp+;ir?ryar.n..:•.ato.a:r:nn+mtt�aanu:utur7o:::yrt,Math+ln!nti.lrnr!rnlntla�ls,arr3taltntm?.n.tn:r.aarrtrunlnte;ii.trdarr..:t:l+area!nr.ti.t?t.atm:<mntFn ts>=Eratnnri;i!ara =80083 lie rxlLs]@siftt¢eGx!'clrc.Allxtes sdrn ie R:tag nllt ris'ins nl riltrnn[Ihrlei.`es 6c7reslSa'etr lthtaeliaa1ESljldt9rt lrl^nl SXA r<telnerttlx?msd pila>:e.lr4l itfirn tlt tesrn>;elaet ulAlindh.InnU ks,iris C:;ip6;seu rsi ls;ss'.nohanu;nitss t tnemniefcDln;WIN sv+ n3ni:nhcltielmdnilhatossDe:uGixrtisFltksadlieUrsl•,uLassSla!rxErtee;alsrS+:III aiiarmrai!.vs;nsrsamn/!a.iru. 445_ eBlvd, Fort Pierceerce,,FL 34946 (oppight07AId A-I Rnffiusses-Anhosyr.1600 111,P1 Rt;,ratlmlin ofthis ests-1,isi ny is,.,isptohititedxilhout the siinrn permistien ltota A-I Raof hassas AmhonyT.Tomho ill;P.I. Job Truss Truss Type qty ply 68517 CJ3B Comer Jack 1 1 A0O27920 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 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:30 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-AfouMYwNvALKiIVSxN DpQm?bO2lkrUxrAL7OYXz8OvB 0-8-0 2-0-10 2-4-2 0 8-0 2-0-10 0-3 8 3.00 12 3 2 T1 1 131 Q` 4 X �a Q^ 3x4= 2-4-2 242 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 0.13 Vert(LL) 0.01 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:8 lb FT=0%m LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BRACING- 6)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 67 lb uplift at Structural wood sheathing directly applied or 24-2 oc joint 3,192 lb uplift at joint 2 and 53 lb uplift at joint 4. puriins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 75/Mechanical 2 = 190/0-8-0 (min.0-1-8) 4 = 43/Mechanical Max Horz 2 = 59(LC 8) Max Uplift 3 = -67(LC 8) 2 = -192(LC 8) 4 = -53(LC 8) Max Grav 3 = 75(LC 1) 2 = 190(LC 1) 4 = 43(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. arFh a.fi!%-tm:saasss;s!a3,e[[ictiaussuAunevlas*out'ret7}:tcersur;.yEArlaartaura;�n rl.rY�kYtt:rtrttz:,,as teYm:Yxi.ret,:>are.�ucrtFme,teo.,,tt . iLiAi(a:sftk!/I,ItS,YII S;Aililx:ti¢¢it[t Id3.A„I,A:i¢.M:1 Ls6¢Y(LI,SFuFp lFsalijM1:fSI FAA:t 10.1«fllilib tl i(:lrNtAIN F,fI[:JN11,F�I ^ dLh�t'fYItG�,I Nf fill r„S:/,r tl lYli¢,FI!•tFla lFl l.f l:si7A nsates, Lan,ul la uml;aF s� n,,, Stu :I:n,tt,F,F,!yeao.,n.i�cnrA�e.aaFf�,nlw!ra�¢::zd, a:tlnla ,nce,;ttu;b!YlnaclqtA¢,Yrcrr!.Lnln:F„!ru,laua.;¢:!alrenntr,;a,r18a .1!lt,.l,,:lnxi,F;Fa,;sk!f,uel,:tt„nartd Anthony T.Tombo III,P.E. ' nluarr¢•s:�rc[, In u!u ss Faan•to¢,de:pFr,l.adq ! lf!er.arlreFala!shgle,,,nxi:usorae:[:nrr aszanll!wtY:te cF:l,t�rr,.tale�Alsnl sr, r,c,ra:eaa!�rnl,¢ ,H,r,A,se:,,�rF„laLres:u<tnu tl;Y,!as, '80083 FtlnmA&fAwaN A:YlaMeg�dry L'SA I!f(r3MYl!I,IIi3J IAa ta,ofres[yrsvl is r-relte!rq¢„y l,atrns sta::[,�a,atl reru!ry.mrerrd:,r wz;uln:attf A tnL 4451 St.Lucie Blvd. Fort Pierce,FL 34946 <eppight'�1�g16 A I Raof Fmss=s-Aaihaoy T.lemio lll,P.F.Rearadaniaa_f this docant8a in any farm s prnhEW withonnhe written permission from A-I Roof basses-AnifiwfL Taman IIIjI, ti. Job Truss Truss Type Qty Ply ,68517 CJ3S Comer Jack 1 1 A0027921 Job Reference(optional) A7 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. Thu Jun 08 09:31:30 2017 Page 1 ID:fs Um ixO QR2Ame KWsmYOcQjzBJ CS-Afo u MYwNvALKi I VSxNDpQm?b K21d rUxrAL7OYXz8OvB 2-0-2 2-3-10 • 2-0-2 0-3-8 3.00 12 2 1 T1 131 3 3x4= 2-3-10 2-3-10 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 6 >999 240 BCLL, 0.0 Rep Stress Iner YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:7 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 116 lb uplift at TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc joint 1,70 lb uplift at joint 2 and 57 lb uplift at joint 3. purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 12310-7-8 (min.0-1-8) 2 = 77/Mechanical 3 = 46/Mechanical Max Horz 1 = 41(LC 8) Max Uplift 1 = .-116(LC 8) 2 = -70(LC 8) 3 = -57(LC 8) Max Grav 1 = 123(LC 1) 2 = 77(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=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right 'exposed;end vertical left exposed;porch left exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. Bnug-ryau deneyklTreder Tss'1IIPs:n455ry�SflA:f yeEL9fnFtYS8;0.tigIIISi7S?Cile'{LTl1t(LR�6iEL5Yfk1'kn 6ntrh;ipµre±re{ni rxl eeSe..^istne.Cesy.6.xugPLk'}zdlletetmtLtnl.1':ii.le!snrt flrs'Ielcer�.Cxl.0 tmke 2duGe lCg,ult Fhiei±accer tle!rs:#Ilke<rlkr@<iCC±eGedl le�irns U:±:g Giazq;i.e,5yea.ETEgi:w;e:±slnstt6;±grt:uueee�t:a:doeFni;sieail ee:unutr::ra:d2tlh; /e:ipaelCe wy<tn<.:Aetalnr I,:eery,udn lFFl.i Trip euupn±,lm3Fndeftceui!es::ar-.: Anthony T.Tombo III,P.E. - eel.s:dhsTnn Grttd'3rsk Beieti.ena:{a)ef*a Cnc,teCnds cxkerhel.1.su he ktfz;k_7n,i.3e uxleddhe Rwd.ISCeeISe lydb9ligcd=.et ltld.Ilx epu+da!tie lUg«t syfi8i.ndtl.F.cs;aEeeig4eelvy�uge,'vsbF.etim.et kas;siiiteSens{.esii7Atei 80083 lie{lfiq BesigxalGY.n:Irc.AlIntu s!W it M121.0,po"s uirldmdt hu"i yrexl Mir it Tr'n058tA nt ie r-ltx gnn 4451$t.Lurie Blvd. edeviu ieh±lNe:xM1CA enetgniviI,,it r p,U,in lat lsa frsa De4e G9k.ekE:HG haUygni}ae,erLm35Edee;Feyu�z AnJNlliq.All ati!dCe!!ers rte nddieels4n. Fort Pierce,FL 34946 (appightD 1d16 Ad ReolEmnac-Anhoeyi.tam4o 116 P.E.Rsmoduaiae clihis dummenyinany farm,isptoh�ilzd r•36oat;6e minenperteiscicv Ge®A-I tcalbusszs-Arlfiaoy i.Tce!ho!II;P.E. a Job Truss Truss Type Qty ply 68517 co1 Common 2 1 A0027922 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:31 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-erMHaux?gTTBJv4fV4k2yzXdASYeavA_O?sx5zz8OvA -O-8-0 4-6-0 8-8-8 -0- 9-8-0 0 8-0 4-6-0 4-2-8 4x4= 3 6.00 12 1 2 4 Irc� 1 5 b v d' 6 6 1.5x4 II 2x4= 2x4= 4-6-0 8-8-8 -0 4-6-0 4-2-8 -3- Plate Offsets(X,Y)— [2:0-0-0,0-0-41,[3:0-2-0 0-2-81 [4:Edge 0-0-4] 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 0.71 Vert(LL) 0.08 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.05 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Cade FBC2014/TP12007 Matrix-MS Weight:34 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 4 This truss has been designed for a 10.D sf bottom BRACING- ) 9 P TOP CHORD chord live load nonconcurrent with any other live Structural wood sheathing directly applied or 6-0-0 oc loads. purlins. 5) This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 4-8-6 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 337 lb uplift at accordance with Stabilizer Installation guide. joint 2 and 372 lb uplift at joint 4. REACTIONS. (lb/size) 2 = 549/0-8-0 (min.0-1-8) LOAD CASE(S) 4 = 549/0-8-0 (min.0-1-8) Standard Max Horz 2 = -75(LC 10) Max Uplift 2 = -337(LC 8) 4 = -372(LC 8) Max Grav 2 = 549(LC 1) 4 = 549(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-698/1575,3-4=-698/1575 BOTCHORD 2-6=-1209/559,4-6=-1209/559 WEBS 3-6=-784/218 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 a,nr-es!nn,;E!rrc.,rn!•1.lm;inonsa'-MaRn3lrurssa,c:n_s;us=culurx,rass;tnsu;trl,:an,era,inn:e,,,,rerc,rr,,.s:c,,,e!,[t,n,r�Pn:;oamc�err.rt<t::ettrt�:,s,ta,:,w.r, arc.:rh.rrd<reo.r,lr Ynezusue,r;nrs i4!9k,af..xc'Gt'!t i.1,rirtssOxhtaer(L:.`le;a[�ftsix:�nl rslna7l[,rgrc:m!arr:!r !dt�E st sl,I,rgiay tr rurra,ra�nn!,ayet rrs nternr..,,rc to r.t.>•an -�r Irct r�c +m.' Anthony T.Torr,bo 111,P.E.asn!!Ih s!xmt.il� h i s Ih,ibC a C. ,,n n1yrC b:EdltgO teunegsf;i.IMI„K I,xns(b+!'a3ed a17F1 nx n ,Idfi!tCGveanrfi:ia, t r ,.vdoytrdm,,lxere,wtr:r !Yn usit!d!,!.aK,rdnra =60063 n:salr�esy lrrrd afi ss Ira to /tr s!dr er sn�rw<trv� Istn.r Ia EcsGrrc:t,rtrrr„at .rcnl�,,.,al> �Vd 711Ofirnnr ,•ru,Nip 4— i!rcnrs.n.ir!,.arins :nrcxi!:r,rmrts r ttthed,�reagn n rrrp tat r!'czs n!,!:>i ta!rr,.De,,n[r3�!,is t rn,e,unt orsy..xr,nroru.rnex orh!r a,qx tay.a!arrdi:!a I��;r,!sa,ra,m t. 4451 St.Lucie Blvd. Fort Pierce,FL 34946 CepyrigM�7ltl44lFaolLosss-Anhoryi.temhc!11,P.E.Repracuniosalrhisdarument,loony form,isp,ohi5i!zdwithounher,!Ron ptrmistienfrn;aAolL�lneoss=s-Anthonyi.temSaIII;P.E. Job Truss Truss Type Qty Ply 8517 FG03 Floor Girder 1 1 A0027923 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 MiTek Industries,Inc. Thu Jun 08 09:31:32 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQizBJCS-62wfnEydRnc2x3fr3oFHVB4m?snlJlkBdfcVdQz8Ov9 0-3-8 1-3-0 2-6-0 1-7-10 2-0-0 1-3-14 1-8-12 0 1 8 :—I i :�: it 4x6 11 3x3= 3x6= 3x4= 1 2 3 4 5 6 7 834= 9 0 I� 18�o 1 q o � 0 16 15 14 13 12 10 3x6= 3x3= 3x3= 3x6= 3x3= Q-3-a 6-2-2 , 7-2-2 , 8-2-2 84410 12-3-0 12 y-8 14 0-12 1a 4r4 3- 5-10-10 1-0-0 1-0-0 0-1-8 3-11-6 0-1-8 1-8 4 -3- Plate Offsets(X,Y)— [1:0-3-0,Edgel,[17:0-1-8,0-0-121,[18:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.14 13-14 >999 480 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.20 13-14 >713 360 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) -0.02 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:77 lb FT=Oa/F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 7)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) provided sufficient to support concentrated load(s) BRACING- 1813 lb down at 12-5-12 on top chord. The TOP CHORD design/selection of such connection device(s)is the responsibility of others. Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. fa the LOAD CASE(S)section,loads applied the BOT CHORD facea of the truss are noted as front(F)or back(B). Rigid ceiling directly applied or 10-0-0 oc bracing, Except: LOAD CASE(S) 6-0-0 oc bracing:10-11. Standard REACTIONS. (lb/size) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 1 = 646/0-3- (min.0-1-8 Uniform Loads(plf) 11 = 2646/0-3-8 (min.0-1-8) Vert:10-16=-10,1-9=-100 Max Grav Concentrated Loads(lb) 1 = 650(LC 3) Vert:B=-1764(F) 11 = 2646(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-695/0,2-3=-693/0,34=-693/0, 4-5=-1515/0,5-6=-1515/0,6-7=-1515/0 BOT CHORD 14-15=0/1474,13-14=0/1474, 12-13=0/1 515,11-12=0/1 105 WEBS 1-15=0/902,6-12=-324/0,8-11=-2112/0, 4-15=-860/0,4-13=-156/310, 7-11=-1 231/0,7-12=0/681 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)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. lie ranrep Desipmx ae p,m,darn.Ini,Cuese rsrdrandmrts4fal ai nul das/!s:ssdai,nesnnrprir:iuelnnmdra,l,i:>7S 6eWptnel Sa!d;r7duerraaerasar;Rs ms Pdtmn Sf parl fi:earptl;avpinµ nar,SKd A aa:eee:erlenapera.r,e,d.r,ps�n:n ap,aireaeaa:peg.,ien Iai�ega,^,,e,vtt,„aaegnaaspsa rr.rueam:ri.p :u:ar ma:<a.rd,a,r r.a,r,p,me ro,,dr Anthony T.Tombo 111,P.E..E. pad=T—!r pre< uacG—'na .r,;n:aliq ong,I,a InI.!u:nCa,ixW 1Ah.V1rgd, e In!.0,'11:,d dra OWan,0,5,T,.:ad,ehry W,—!sa!r U n;pnh;1U!d 480083 a16-110ed[il, omm'TmGn4,Eqn.ei lrt„m-lidey alen 4451 St.Lucie Blvd. art,:*Tsai,ta:aTrat,anadegrtoraaanrfryaaprua,la,d,er.tarn:,o:,�gau:rrlsElftleG:IregUeslgxyerLss9sleaLrhae:o!egea:IragAllapedl:,ll:rzunasad�„pxnlI_ Fort Pierce,FL 34946 (oppight�2Q1641FaaiTtusss Arahaay T.Tampa ill,P.F.Rtp,odatlian aphis docamant,in ony larm,ispiohiEiltd•a ilhaar}hew,itlenptrmisiiantramAIFeoiTmssa-Aalhaoy T.Tam'a Ill:Ff. Job Truss Truss Type Qty Ply 68517 FG04 Floor Girder 1 1 A0027924 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:32 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-62wfnEydRnc2x3fr3oFHVB4nGspWJ 188dfcVdQz8Ov9 0-3-8 1-3-0 1„ , 2-6-0 1 , 2-0-0 1 1-3-1� l 0 1x8 4x6 11 3x3= 3x6= x4= 1 2 3 1 4 2 5 2 6 83x6= 9 L Bill I� 1s� o 1 Y o � 1 0 16 15 14 13 12 4 10 3x6= 3x3= 3x3= 3x6= 3x3= 6-2-2 7-22 , 8-22 8' 10 12-3-0 1 ¢-8 14-0-12 14-4T4 1- -01- -0TH 5-10-10 0 3-11-6 0 -8 1-8-4 0-3-8 Plate Offsets(X,Y)— [1:0-3-0,Edge),[17:0-1-8,0-0-121,[18:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.81 Vert(LL) -0.14 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.18 13-14 >794 360 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.02 11 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight:77 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 5)Recommend 2x6 strongbacks,on edge,spaced at BOT CHORD 2x4 SP No.2(flat)WEBS 2x4 SP No.3(flat) 10-0-0 oc and fastened to each truss with 3-10d BRACING- (0.131"X 3")nails. strongbacks to be attached to TOP CHORD walls at their outer ends or restrained by other means. Structural wood sheathing directly applied or 6-0-0 oc 6)Gap between inside of top chord bearing and first purlins, except end verticals. diagonal or vertical web shall not exceed 0.500in. BOT CHORD 7)CAUTION,Do not erect truss backwards. Rigid ceiling directly applied or 6-0-0 oc bracing, 8)Hanger(s)or other connection device(s)shall be Except: provided sufficient to support concentrated load(s)6 lb 10-0-0 oc bracing:15-16. down and 162 lb up at 3-9-12,6 lb down and 162 lb up at 5-8-0,and 6 lb down and 162 lb up at 7-8-0, REACTIONS. (lb/size) and 6 lb down and 162 lb up at 9-6-4 on top chord. 1 = 601/0-3-0 (min.0-1-8) The design/selection of such connection device(s)is 11 = 84110-3-8 (min.0-1-8) the responsibility of others. Max Uplift 9)In the LOAD CASE(S)section,loads applied to the 1 = -21(LC 14) face of the truss are noted as front(F)or back(B). Max Grav 1 = 614(LC 3) LOAD CASE(S) 11 = 841(LC 1) Standard FORCES. (lb) 1)Dead+Floor Live(balanced):Lumber Max.Comp./Max.Ten.-All forces 250(lb)or less except Increase=1.00,Plate Increase=1.00 when shown. Uniform Loads(plf) TOP CHORD Vert:10-16=-10,1-9=-100 1-2=-653/44,2-3=-651/44,3-19=-651/44, Concentrated Loads(lb) 4-19=-651/44,4-20=-1392/295, Vert:7=19(B)19=19(B)20=19(B)21=19(B) 5-20=-1392/295,5-21=-1392/295, 6-21=-1392/295,6-7=-1392/295 BOT CHORD 14-15=-230/1359,13-14=-230/1359, 12-13=-295/1392,11-12=-279/1016 WEBS 1-15=-57/847,6-12=-292/49,8-11=-348/0, 4-15=-780/205,4-13=-176/272, 7-11=-1 133/159,7-12=-21/622 NOTES- a 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1. Rean,-n+e neng!¢ee&a'ne'11 Re,- 4s8iNUa';:;E83At R4f If END:nX,mine 17e,-WTr,0,9162[NWNrleo_Irz fe rtrip P—*n ed nd ea'e:n Ns I.—Us p un'm;1N)ma If,ecnnrr.fez,r7 fe e,,, ' Si! t W' ne.rd,s:etuI,,:Ad n It In,eel, lldsk—A,4iSi7"1f—dr.TF 041 edC Feaira:sfias:r Egasxf,.tis,e;dyFE; n W u ufle nirr swr Inece;tee a fw';naaiup ,p. 'pta SF/ ;ufneieJe Gns fe,:aes a teloeelr,e.rill Nt lP sr snag Weal sW m Anthony T.Tombo III,P.E. ra a e=.e a ee a n Etiin3o dr liun.nelY¢fla1.1:'ffigu edR.t.it<epe'10,00atetfies n r snadgkeim I qe,:,! a ek es!n e,'U' 1 =80083 neu;r�es erveei uir .eaanrfi fdx,rulrafr;erFsierrgrgF ist¢taFaeq:�atsq;a[Mifr 1,19.e!d Akr; s!gfrerrsrerhves0..Fgre..xei<svdnnFrdtkl o ,;me.:pvE=rrFnneEeeMAhJan.wins 44515t.tueieBlvd. rnnYis eeFafkr v.xfma¢;rregnt!rmyr7;v'Itcs eednl 1pzra,ifie.a EejaeE!uLine G:tl'z;Desi;xyerLas.stiles hro.¢a',9Idn;..,ll tt,fd-.!-na,ne es daiulhTid. Fort 1 St. Lucie Blvd. Ca tht�7t1G4-1Raoflmsszs-Aryhnn iLmhaill,P.E.Reamd.di.lthisdammem,inan form,is Iohibiledaithomr1rearisen ermissio tmmA-IR ofTiimes A*thon LI.mhaill,P.E.FP9 Y•° Y F F Y•-, Job Truss Truss Type Qty Ply 68517 FL01 Floor 10 1 A0027925 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 MiTek Industries,Inc. Thu Jun 08 09:31:33 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-aET1_azFC5kvZDD 1 cVn W20dxvFBr2e l HsJL29sz8Ov8 0-3-8 1-3-0 „ , 2-6-0 1-11-8 „ 2-0-0 , 1-11-8 00i21-3-0 i s� Dead Load Defl.=3/16 in 3x6= 3x4= 3x6= 5x6=3x3= 1.5x4 II 3x4= 1.5x4 II 1.5x4 II 3x6 FP= 1.5x4 11 3x3=5x6- 1 23 4 5 6 7 8 9 10 11 12 13 PO I y 22 21 20 19 18 17 16 15 14 1.5x4 11 4x4= 3x8 MT20HS FP= 3x4= 3x4= 3x8= 4x4= 1.5x4 11 3x8= 10-0-0 11-1-8 q-3,8 8-7-0 0-A-0 11-0-0, 1-7-0 -3-8 8-7-0 0--81s1�-0-0 1�0-00-1-8 8-7-0 -3 Plate Offsets(X,Y)- [1:0-1-8,Edge],[3:0-1-8,Edge],[11:0-1-8,Edge],[13:0-1-8,Edge],[15:0-1-8,Edge],[16:0-2-0,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],[20:0-3-8,Edge], [21:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.88 Vert(LL) -0.35 18-20 >653 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.55 18-20 >418 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.10 13 n/a n/a BCDL 5.0 Code FBC2014(rP12007 Matrix-S Weight:103 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 4)Recommend 2x6 strongbacks,on edge,spaced at BOT CHORD 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d WEBS 2x4 SP No.3(flat) BRACING- (0.131"X 3")nails. strongbacks to be attached to TOP CHORD walls at their outer ends or restrained by other means. Structural wood sheathing directly applied or 2-2-0 oc 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 1061/0-3-0 (min.0-1-8) 13 = 1061/0-3-0 (min.0-1-8) Max Grav 1 = 1061(LC 1) 13 = 1061(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-116610,2-3=-1163/0,3-4=-2831/0, 4-5=-2831/0,5-6=-4205/0,6-7=-4205/0, 7-8=-4205/0,8-9=-2831/0,9-10=-2831/0, 10-11=-2831/0,11-12=-1163/0, 12-13=-1166/0 BOT CHORD 20-21=0/1 163,19-20=0/3814, 18-19=0/3814,17-18=0/4205, 16-17=0/3814,15-16=0/1163 WEBS 3-21=-946/0,1-21=0/1514,11-15=-946/0, 13-15=0/1514,6-18=-281/0,7-17=-281/0, 3-20=0/1836,4-20=-268/0,5-20=1086/0, 5-18=0/779,11-16=0/1836,10-16=-268/0, 8-1 6=-1 086/0,8-17=0/779 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. 9nht-Flseflrmeyllrrene ti'1I IOrd DESS3y'1S3 i dES9s?I'.LVf 6(05@ILli r8?UYi1L7l'121F[f6iFEetL'1r b:n ImEs 6;ip F_9mt ni rer/w4t nF•t Intt Ee:i�Cmrul Pb',;asd Ike ssnuy Llr:is It,}f.lAr:n;e Sf:,nJme ne.EeM:s t&mrise,aid m Re IEg,edt Udzismr<ar llm¢t411kriet Lxdz;GCulerdi.Aseimsfiesg[gaa�ii�,?ryrF7G;iz;rt ll:ssl remplC;rgrt:nlsmaeg5aed l xinslqr:aiyr.:ra.!r.:nfdutay,nm:mt:rsm;Fsp:dnr[casdt.r.entnt.tt<u{s ss:.�F:;,Im�sF nda:se,rr>;tm Anthony T.Tombo lII,P.E. sxl a:Assf,ns?xeq uin:�:Isn:;nnr,a:aloe,e.ts:.rs err.... iA b'ine ':Mas ov:Pd,F„e:�nsr„!far OC&e l3i ml Ix.I'd Wiligl?"iI F1.beep,r.dr'tir 100 nt msfi:ll rr r!6rL.ss:odrtnF!nlin.ilre{e.ngd:eliaerirmnsi>"1e 6,r,;sresiSJiye1 al 80083 nrt:rrE:s,gma[rnrar.ulm:sse,aootcante{masn[F,:t:I nvMesrFVPrnittryta:tmgtsq{rtfi:Fea!{t°nasu�,nlrn:,urFa7dst,ze.tnliAtrseregnslnnnsnenar..te:.u:i,.J,tnsse,FtFyreune[msdatnaern;rdeu 4451 St.Lucie Blvd. ' fimneirrna0ptnaey�arpr;rroeyvlFsnlneraj.Ill lromo<sEery ,is19N,1uitgorsy,,moorf?aesf,;timV. s,atny.All gWi:eel„am:eMissMll1. Fort Pierce,FL 34946 (oppight�1Q16 Ad Rrol!susses-ArshoryF.Trmhu ill,F.F.Reprnduef.al this dosameol,in my form,is prohibised withoul le w,itten ptrmissiunfie:u 4-1 kodfiusses-Anthony U mba illj.L i Job Truss FF1111 pe Qty Ply Job FL02 A0027926 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 MiTek Industries,Inc. Thu Jun 08 09:31:34 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOCQjzBJCS-3Q1 PCvztzOsmANoEACIIac96JftJen75R4z5chlz8Ov7 0-3-8 I 1-3-0 II, , 2-0-0 101 A�I 2-0-0 — ' 1i 6-9 3-0 Dead Load Deff.=3116 in 3x6= 1.5x4 I I 1.Sx4 I I 4x6 11 3x3= 3x4= 3x3= 1.5x4 11 3x4= 3x6 FP= 3x6= 4x6 11 1 1 23 4 5 6 7 8 9 10 11 12 13 o 0 Ri 23 22 21 20 19 18 17 16 15 14 1.5x4 11 4x4= 3x6 FP= 1.5x4 11 1.5x4 11 3x6= 3x8= 4x4= 1.5x4 11 3x8= 18-4-8 -3 5-1-12 6-1-12 7-1-12 17-10-1 1 _1 -3- 4-10-4 1-0-0 1-0-0 Plate Offsets(X Y)— [1:0-3-0 Edge] [3.0-1-8 Edge] [5.0-1-8 Edge] [11:0-1-8 Edge] [13.0-3 0 Edge] [15.0 1 8 Edge] [16.0 3 0 Edge] [22 0 1 8 Edge] 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.32 17-18 >661 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.49 17-18 >427 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.06 13 n/a n/a BCDL 5.0 Cade FBC2014/TPI2007 Matrix-S Weight:97 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 No.2(Flat)'Except' 3)Recommend 2x6 strongbacks,on edge,spaced at BOT CHORD 2x4 SP No.2(flat)*Except*T2:2xx 4 SP M 30(fl it 10-0-0 oc and fastened to each truss with 3-110d B2:2x4 SP M 31(flat) (0.131"X 3")nails. Strongbacks to be attached to WEBS 2x4 SP No.3(Flat) walls at their outer ends or restrained by other means. BRACING- 4)Gap between inside of top chord bearing and first TOP CHORD diagonal or vertical web shall not exceed 0.500in. Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS. (lb/size) 1 = 958/0-3-0 (min.0-1-8) 13 = 958/0-5-15 (min.0-1-8) Max Grav 1 = 958(LC 1) 13 = 958(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1066/0,2-3=-1064/0,3-4=-2436/0, 4-5=-2436/0,5-6=-3044/0,6-7=-3517/0, 7-8=-3517/0,8-9=-2489/0,9-10=-2489/0, 10-11=-2489/0,11-12=-1043/0, 12-13=-1045/0 BOT CHORD 21-22=0/1064,20-21=0/1064, 19-20=0/3016,18-19=0/3044, 17-18=013044,16-17=0/3265, 15-16=0/1043 WEBS 3-22=-841/0,1-22=011385,11-15=-843/0, 13-15=0/1357,5-19=0/561,6-18=-349/0, 3-20=0/1511,4-20=-114/364, 5-20=-1402/0,11-16=0/1592,9-16=-269/0, 8-16=-858/0,8-17=0/342,7-17=-354/0, 6-17=-42/756 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. a,afq-Flsemm,tnp Gee:<.ha•tlir,;;nd;sa(srau;aeau Htuis;Je„ncG[n?cuiwrt"u[a attt%utzf ufeMr ce:�ppc.::anc rre ne[4,r.~;:t,,,cey,u". Pr�;a,tnre�,�rtr�tt l=:ri.rr,;r,:ts;t„td=tw. .—i"Wd tr ro.enp U,tn2ldh,T,n,1Sk1IeeE<eatarI,Idt,.GEMS�M:.,?,s,l:,Sian[1.P!tt nit-SYIIL,bl,#pdf.,Gk,il([�1 rf4}�Sirill¢th4:1!)1::'j�'JFah Ii(Y(Irftp tI1S"fRpY tIt!./13i:�f[(Clv^tnp,e,[(11FLL rN.1FSijf iiissp:si{,l+Kitp Srl�tFt,trdil:iA( aaM„t,t,r a pt.da:. t.......-;Lydh,Cnre,laGnei,,t dGp,r,u:enir�a roa„Mn,ru rt u,l aaiul>�Is,w,l,oan Ir t n it. IrfeN6Gedee�finid, rut , a .pt.:m,.,>rte.a„r-,u„t.<E� n�naert,tR•mnpa Anthony T.Tombo III,P.E. ' nat,Irao up ut[.GeM a¢,MGss.i,a,Mtoe M[r:trcl,e;rd�.ured:re n,rRe:Rtsi sahu tn n:tarp tet[[.tx Mass Pr,ne•r a aia tnt<,arMuerr:tM+ar:,M„[cne,en:tM:otz;r,,,1n„fiemir,emMe lnMYmh.Mt,,edecs ..80083 GnamGd,rnaryG;uLmeg,w"ai,Gtrrattly 7ae•uM uata lent,sPesaGaMnisOF6,k1la;o,r}m,,Grtr,_,t,_[Gtr'e,VarI'Aq tdl.fsW nds>,,,.Gsdelh.1 tt 4451 St.Lucie Blvd, Fort Pierce,FL 34946 (apy,igha 1,71G R-I Ed Times-Acthory i.Tam5o III,P.F.R?toaunioc al ibis document,in Dray farm,s pmhi6itel xfihautt6e writtsn patmiscien tmm Ad Genf Imsss-drahany I.Pctic III:P.E. Job Truss Truss Type Qty Ply fi8517 FL03 Floor 1 1 A0027927 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. Thu Jun 08 09:31:34 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-3Q1 PCvztzOsmANoEACIlac979fVZnAoR4z5chlz8Ov7 0-3-8 1 113-0 r 2-6-0 00-74 r 2-0-0 Dead Load Defl.=1/8 in 4x6 11 3x3= 4x6= 3x4= 4x6 11 1 2 3 4 5 63x4= 7 8 9 10 11 0 o .v 19 18 17 16 15 14 13 12 3x6= 4x4= 3x6= 3x6= 14-11-4 Q-3-S 5-1-12 6-1-12 7-1-12 14-4-13 14-7�12 r -3 4-104 1-0-0 1-0-0 7-3-1 0-2-5 0-3-8 Plate Offsets(X,Y)— [1:0-3-0,Edge],[6:0-1-8,Edge],[8:0-1-12,Edge],[11:0-3-0,Edge],[12:Edge,0-0-12],[16:0-1-8,Edge],[18:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.19 14-15 >901 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.28 14-15 >595 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) -0.03 11 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 Matrix-S Weight:81 lb FT=0%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard 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 = 76910-3-0 (min.0-1-8) 11 = 769/0-5-15 (min.0-1-8) Max Grav 1 = 769(LC 1) 11 = 769(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-844/0,2-3=-842/0,3-4=-842/0, 4-5=-2136/0,5-6=-2152/0,6-7=-2016/0, 7-8=-2016/0,8-9=-787/0,9-10=-787/0, 10-11=-791/0 BOT CHORD 17-18=0/1831,16-17=0/1831, 15-16=0/2152,14-15=0/2152, 13-14=0/1098 WEBS 1-18=011096,11-13=0/1024,5-16=408/0, 4-1 8=-1 089/0,4-16=0/880,6-14=433/66, 7-14=-320/0,8-14=0/1015,8-13=720/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)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. ffi saj-fl..n!«esetr rose t"I I lop:r16M!9'15'01 a 51631t Ums&MVIAGlS W"Art4Tr jSt1K.M.IP MArksn l0ttap P.—lu,tei«dve4P n tis 1«nEnip Crteu;[I[4"jrvil6t dmnrl.Itr!!L'.PF.tdrn:t Sin'lelxe tt?.WEtta3Er ite s"v!1 a Ce 1=0,etit wrtrs�telePi It:tsti':xYtinb!<t#:LAPtiniO.?Etg s{re.SEtadyfp zHt:«n�p tq«:u n g ud sEP¢sinaleeSiargrstcrl¢rt lltiPli�iitE':r«:rlMann:Iooltlr,tdnlnl.I +mpt:t� �rEwr tti,u agar Anthony T.Tombo III,P.E. sti—IMT-1 tjudd:,i,AlanEnr:hrydm,e.t,,de A; a,«Epnnuatd 480083 ■r■ I!lb[g5niptr v4 fiftlit. 4451 St.Lucie Blvd. • PdE!nstiehatllrrtxfralP;redgn!e vittre ly tl Pn«r«nhd.thelr is Dts:ce G9s,r Ii 6;I Mt W:IliarOeal;ae,trLac kAez 6lvtn a!eq!lBliay.411"'Nod t—a-dendx V- Fort Pierce,FL 34946 (oppight 0 2016 4-1 Roof Gnsus-AmfianyL Iomho ill,P.F,Rquodotlioo of this ko—t,in any torm,it p ohlited without the wrmen permission from A I Raolfroisas-Arthooy 1.borh.111;P.E. Job Truss Truss Type Qty Ply ` 68517 FL04 Floor 1 1 A0027928 Job Reference(optional) All Roof Trusses Fort Pierce FL 34946 desi n altruss.com Run:8.020 s Aug1 2016 Print:8.020 s Aug1 2016 MiT g @ g g ek Industries,Inc. Thu Jun 08 09:31:34 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-3Q1 PCvztzOsmANoEACIlac9CsfXKnDyR4z5chlz8Ov7 0-3-8 1-3-0 j 11 i 2-6-0 i Oi 7� i I 2-0-0 i I 2-2-5 0-6-7 1.5x4 II 3x6 11 3x3= 3x6= 1.5x4 11 1.5x4 11 3x6 II 1 2 3 4 5 63x3= 7 8 9 0 � v 16 15 14 13 12 11 10 1.5x4 11 3x6= 1.5x4 11 3x3= 1.5x4 11 3x6= 1.5x4 11 11-6-0 p-3-j 5-1-12 fi-1-12 7-1-12 7r3 4 10-11-9 11-2 8119-1 0-3-8 4-10-4 1-0-0 11'-8 3-8-5 -2-15 0-0-1 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.08 13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.11 13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-S Weight:63 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 580/0-3-0 (min.0-1-8) 9 = 580/0-5-15 (min.0-1-8) Max Grav 1 = 580(LC 1) 9 = 580(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-621/0,2-3=-619/0,3-4=-619/0, 4-5=-1221/0,5-6=-1223/0,6-7=-592/0, 7-8=-592/0,8-9=-595/0 BOT CHORD 14-15=0/1 230,13-14=0/1 230, 12-13=0/1223,11-12=0/1223 WEBS 1-15=0/806,9-11=017 7 1,4-15=-673/0, 4-13=-210/292,6-11=-711/0 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)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 ou a"r�q-Fuse,«reFirr,*�,r,,ei-ttoznetcs;sF_it,eFeau itiusr:xnman:nrcu�ar.-r;�rcoa:[nwFrr F,:0.u-rtt<vn�-Nr«r,t«;tat,.e";,r,,,er,�t,oar.arpm;o.,tnetm�rLF.:e,A+.et.reE•,,:,n,,:t,i"..t=c�r„at«,,.rnrtbnrra.rry uihtssnh,rlu,s,uilk,t Y,'LEut d:l l„ImsU,srsFyn:a(ie.,ste:,LnGS n «i rry s4 ms egaxedn r t I b,aragr,:Fwntrrytrf.,t�T,dmc:,a,:«,:terarrrntrs ¢ue nt r t,pass F a lx1aF Lie rsdnr Anthony T.Tombo III,P.E. „e.s„ircsr„,b:�yunz a F menae,c,.R,e:a.,r:o,d t�c n F.�t�o- ,x:un.an;.n:.a,� n i I�.ins�.t:r,etrit.nerRr,lderFeusts.,e•�a t r ea�yt�i�,.i.rFr,r,t n et ; at n r �rya �8008? ' n,s,er.1owl",or.6t.,r A¢a snn«u:Foerdt ,..pt'� lfihl sdtul, Ft�ts,�,irla„xrr 9[srF,Fraynrlr,ait0 d—d b gaed pd,cr.INIidwse,r<st.same,ion„ ,en drt s,of ,T,:,saj e..fg WI.,,t. e,i«y,d,c, 44515t.LudeBlvd. ,ec:,t<t a tF,Fmnm rs�t F,s w.s:s qol r,tin i„r6,t Fb r.,o<s n hrx r is e,Tn t:.it ¢:y«,.«T n;sFa,:ot ,:a„re,iti r:il«Frdrra i.�s;,«„a,rt u nu. (opyrigh102016.4-1 Roof huss=_s-Arthoryf.ramb.ill,P.E.Repmduaino of this dommem,in any farm,is Prohibited xithoof ehewsinen permission hom 4d Goof Trusses-AmhenyL tomb.Ill,U. Fort Pierce,FL 34946 �8517 Truss Truss Type Qty Ply FL05 Floor 1 1 A0027929 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 MiTek Industries,Inc. Thu Jun 08 09:31:35 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-XcbnPF_Vki_doXNQkwp_7piQQ3zJWiTaJdg9Elz8Ov6 0-3-8 1-3-0 'H� 1-2-14 i 2-0-0 ' 0� 0-1� 1� 00--6-7 1.5x4 II 3x6 11 3x3= 3x3= - l.Sx4 11 3x6 11 1 2 3 4 5 3x3= 6 7 8 0 o j 14 13 12 11 10 9 1.5x4 11 3x6= 1.5x4 11 1.5x4 11 3x6= 1.5x4 11 8-3-13 i0-3-8 3-0-6 31-4 41-14 5-1-14 5r3�6 7-9-5 b-0-$ r3-8 2-8-14 -1-8 1-0-0 1-0-0 -1-8 2-5-15 -2-1 0-3-8 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 0.31 Vert(LL) -0.02 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.03 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:47 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 405/0-3-0 (min.0-1-8) 8 = 405/0-5-15 (min.0-1-8) Max Grav 1 = 405(LC 1) 8 = 405(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-387/0,2-3=-384/0,3-4=-384/0, 4-5=-591/0,5-6=-375/0,6-7=-375/0, 7-8=-379/0 BOT CHORD 12-13=0/591,11-12=0/591,10-11=0/591 WEBS 1-13=0/500,8-10=0/489,4-13=-327/0, 5-10=-367/0 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)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 vertiral web shall not exceed 0.500in. LOAD CASE(S) Standard tft'a.�n}-Fimtt fiaarFlirercev ht71E9::E i14;}ES�}F+!fE?-SIMI 1"SIs iASO111E W.11111 Mir)AIKE::SFLhJ7EtrW.1.61 tdtadutesnN'I..,Imp 0-islP[t"MRt1M.11.T.hM'.Idamtstetldat.e.hu..1-ire taSdn It.12)"'1} War *,ifenMI-dtarttiCCro!<tdl.ls.IsmNs:x dhtpemaialeceou:n}rz:;nrih?hlmltlrupdkthisLr fgd:}tt15e}anal},tdal41.T.hup::.1--a;,1*gssdNs;, Mseo Anthony T.TombotI1,P.E. ae.stdr.srassrrm}taiga}lsttsutpani:lryd5tc.ac,m:e.aerssnlerhd ttmunekaruig-ian,hreadtadftlt4tltlx.eilaloll?a:lFie}edaalSFli.Itte}{:teddfe106edm}fig}atds}t}an;udetit}}na}ui.dxt}t,und�enauiF.nxSs}lItdsrts}seeil8rt}d 80083 Ih Balfrs{Wsip+ruiftY•.Aar.16w!as sd nlhhalOCnllE patiresed}auf et tl fu lady}rt ynal57slt lsftisele.(il}flpl sttt li l,9 n}SSG mt telctrtl }.ems.'}n}a[t.IffitefivesMtrtspsss?vufiant6tiesdllahns U:s sty lass Devi.&Ixterne I-Ruah9rtn,mess 4451 St.Lucie Blvd. t .¢titf�,tlITIWtdt}mtpthvmrel;r1p'll'.I hit.lit 1.51It"'.E.3cwisINA,kli'q tsyxs,orl-S!stt:blist"V.tgnauay Mim{adhdlq:;tutsa'nrdmUP. Fort Pierce,FL 34946 (epyrig6t02016 A-I Aaffroses-Aoihooy f.Tombo ill,P,F,linlAudloo064 d-mem,io..y form,ispm6i5iixdwit6outl6e mIftt. raissioe Item A 12oolLussas-hibooyf.lasts l,?J. Job Truss Truss Type Qty Ply 68517 FL09 Floor 4 1 A0027930 FJobReLre .(optic ral Al 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. Thu Jun 08 09:31:35 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-XcbnPF—Vki_doXNQkwp_7piJB3quWfQaJdg9 Elz8Ov6 0-3-8 1 1-3-0 11 1 2-6-0 1-7-10 I 2-0-0 I 1-4-14 1.5x4 II 4x6 11 3x3= 3x6= 1.5x4 11 1.5x4 11 3x4= 1.5x4 11 1 2 3 4 5 6 7 8 MVVgl9 14 13 12 11 10 9 1.5x4 II 3x6= 1.5x4 11 3x3= 3x3= 3x4= 3 6-2-2 7-2-2 8-2-2 8- 10 12-0-8 1 4 3 5-10-10 1-0-0 1-0-0 0-1-8 3-8-14 -3- Plate Offsets(X,Y)— r1:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.14 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.19 11-12 >741 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) -0.02 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:64 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 655/0-3-0 (min.0-1-8) 9 = 655/Mechanical Max Grav 1 = 655(LC 1) 9 = 655(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-702/0,2-3=-700/0,3-4=-700/0, 4-5=-1547/0,5-6=-1547/0,6-7=-1547/0 BOTCHORD 12-13=0/1492,11-12=0/1492, 10-11=0/1 547,9-10=011132 WEBS 1-13=01911,6-10=-290/0,4-13=-872/0, 4-11=-1 04/329,7-9=-1252/0,7-10=0/635 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. LOAD CASE(S) Standard #ereq•flase;ar�dr;ertx 6e'r.gtrittbi3riEliiC'y EEAr3aF FEtN18rCk:}itCiSl(i7i+s.'€TIYiSILK9kigDEti%['hnr.tn9,ftgtpt;:'};s Ertretred!se=ilt;nn h9p S.z.aiifPE;r„t;4s tnE}+i.;ecsCt rP.it4t}u}SketlldE;e rse.Gzr:es.;rse sKti n.a'rG,eel. Yrdt�.mr ss -:ke r,'31an lC ht i:.er+:s,::r�;tgietrr(,t.!raeeCq%g�re '4}r E-/1GG.r sr. s.}r`�};GSFt}1 BI'P{rer ¢1:�k,iY(3tt lgt{f( -jltii.}E'ji.ItE31tI DtElt.t#}f lPn.Sr.tiiq}t 7 !i�:-q me"tes,s l.r.M �a.tenP.raEns:tabu Es,.a aC...—I arold ttft'Ivtq pe,'n m L'arleamaide-n ,rhanvil.I"frod".WIla trEr,tu:tdz qwa m.p'0t" uefu stntx .xiz AnhonyT.TomboI— P.E. ' @tra'ett t Eaf(.atar l t s9}aaorr'J r6, kO$cre�1r-asen6,We,(e r =o"JI]$3 ' r- i i "PsettS-st'i hhr€ar476CgdrA�tf P}ul Stu ere reF;;t tdhq d nt.Pl;Aases set;fe :.,-ud 'tsi•'.6}L,rss-vsy7lr.Trass W!Egos.(7-ri�f;l;rr'We' 4-0St St.008361YG, }k}r"nreF.rege.rt^r,( redq}t ,r.trgh}P,gv^Ees imL 9.ige1 ss 9nrgh,arx is93;4}tathgxslpe;,E r�sns4a.ep%0.11W.4 q,r;ure td t„n},f:SEzldiPbf. tnpyrggNV 2016A-I Roof I'mas-Anrhasy 1.lamb#III,pl i±pieduttlen of rhis domment.in any farm,is proIdited.itheal the weiitenpermissiorfrom A-1 Joel trusses.Anlhe.>;y 1.Iamho lll,P.E Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply t8517 FL10 Floor 2 1 A0027931 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. Thu Jun 08 09:31:36 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-?p9Adb?7VO6UQgycldKDf1 FQsTBTF6pjYHaimBz8Ov5 0-3-8 1-3-0 1-9-2 2-6-0 2-0-0 1-3-14 , 1-8-12 018 Dead Load Defl.=1/8 in 1.5x4 II 1.5x4 II 1.5x4= 4x6 11 3x3= 3x4= 1.5x4 11 1.5x4 11 3x4= 1.5x4= 1 2 3 4 5 6 7 83x6= 9 i� I I I 1 1 o_ [C? 17 0 0 1 Y 0 16 Imo' 0 15 14 13 12 10 1.5x4 II 3x6= 3x4= 3x3= 3x6= 3x3= Q-3-a 6-2-2 7-2-2 8-2-2 , 12-3-0 12,-4-8 14-0-12 1¢414 3- 5-10-10 1-0-0 1-0-0 4-0-14 0-1-8 1-8 4 0-3-8 Plate Offsets(X Y)— [1:0-3-0 Edge] [13:0-1-8 Edgel 116:0-1-8 0-0-12] [17:0-1-8 0-0-12] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.19 13-14 >754 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.29 13-14 >485 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.03 11 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 Matrix-S Weight:75 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:10-11. REACTIONS. (lb/size) 1 = 637/0-3-0 (min.0-1-8) 11 = 882/0-3-8 (min.0-1-8) Max Grav 1 = 650(LC 3) 11 = 882(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-687/0,2-3=-684/0,3-4=-684/0, 4-5=-1535/0,5-6=-1535/0,6-7=-1535/0 BOT CHORD 13-14=0/1290,12-13=011535, 11-12=0/1106 WEBS 1-14=0/890,6-12=-348/0,8-11=-352/0, 4-13=0/435,4-14=-728/0,7-11=-1234/0, 7-1 2=017 1 5 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. aeini 110"Is¢83100 9t311 Irl@S E rOsO RES(73?Okr1GT211(r6�;SiEIM-4:kT l«n lerdt h;ipµrdrn Hired rots n e?is tress k!ipA,rrcf{IgCj,Nt4lsGeri.full Q:rLle!.nvs i!:lel>;e ee.reunaxn.i,e ce.1 m rte iro.edr U,IelCffiA[t11lIIf5%Itsen<l iWxe itC tel<eLd.AsrUns Ces;eFy�a;s;is.11emts[criw:`a,1s:¢Irrasi@;:rire:uts m,e7e8tienlhainn<rgrre:: ,::,:,so.r„ 1eaPncesi,ya? :e, sa�.lrmnir,ntm nu.ri<:ban:.arY:;.��r�rinrrc;,;�ar:rtr Anthony T.Tombo III,P.E. set nedt cLnsMml Gillxg isM,nrnui:Irtd Crar.,Ra Crar.iealnud grLu Ge taiGag Oe::zn,n3e cededdlie 11;,3elx,e/(rt IulLAlicl,aSzdRfl.Re en:rnl Rlie l6Uat,a,fielinedHe rnn,6dafi>jkueltrl,Uxge,inU:SRxv n�knsi sMghSt,elasiifliryd ?80B83 Ih3,:',rurC:rger ad 66rda,Alf edes set rd',e n:1D:n19x paCiree ad lnxel us el to le7t s G�t',xl Sl'elr ldc,rselmv;ttf�ldr;fxlL l4 nl SG.I m,ele ecelkrAa,vd pdaaa.ir4l i,fises duespnantein nlhan d liLaag:wyee,Lns Csgr;nieenn,irtss V,aehnnu... : 4451 St.Lucie Blvd. n"rH:�eraryrrwmer�aq,e�rehyair3a.esuni,eil5;tr:,soas.,f ist:taeraaueioesy,:ni,nssm:rejan�agr::u�.All:rrui,'d1—o—Ife aaml. Fort Pierce,FL 34446 (apyrigb7D7p14 AdgaaiTrussus-Aethnay i.Tamba lll,P.E.Rtsroduffl.dibis don.i.t,in agfum,is probibitxd xfiha6nh6 mitlea prrnissior:frum4-1InITiusses-Anthony L T-mbu ill,H. Job Truss Truss Type Qty Ply 68517 FL11 Floor 1 1 A0027932 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:36 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-?p9Adb?7VO6UQgycldKDf1 FZBTIbF8PjYHaimBz8Ov5 0-3-8 I 0-10-14 0-10-12 0-10-14 1 2-6-0 1� 3-�, 1.5x4 II 1.5x4 11 3x3= 1.5x4 11 3x3— 3x6 I I 1 2 3 4 3x4= 5 6 7 All VJ21 o / / 5 o 'T 12 11 10 9 8 3x3= 1.5x4 11 3x6= 1.5x4 11 3x3= 7-1-0 7-4 Plate Offsets(X,Y)— [1:Edge,0-0-12j,[4:0-1-8 Edge) 7-1-0 _3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.04 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.06 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight:42 lb FT=0%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 383/0-3-0 (min.0-1-8) 12 = 383/Mechanical Max Grav 7 = 383(LC 1) 12 = 383(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-518/0,3-4=-518/0,4-5=-415/0, 5-6=-415/0,6-7=-416/0 BOT CHORD 11-1 2=012 74,10-11=0/518,9-10=01518 WEBS 5-9=-254/0,7-9=0/540,2-12=-439/0, 2-1 1=013 9 7 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. LOAD CASE(S) Standard #m„r:Nnt ars�J re!HaC l nas—si,r'rsa�n eu rias:ra+ faa,aulrrsa��ru-a!rr�.tt,r{,�tp .,«,tread- �i Rlire: s pter�r.:,e,;,l.;t:saer.urertaatltr�t nt e<t.t«�,,,•z,« -r,t y gJ tl;t 73 g4 sf-{rrM hlC-s ku.! Ine,yr.r;u i f t}"x"' ,tx«a77tt ars-. carat etrshs d.g crap.gees 5y!>;eer,�pa hts.,h Lrssitgih{acx f'r5rtk•aen¢Il:itG pa g�x_4.;q •s 5,tzh wP; - Anthony T.Tos;sbo l?i,P.E. SdFSt a<cif GfsfM a i{.agux lrr;.reg>:a...ru.net+,<rs ws"Ft .dn»tt�g ntre.:!e u,f.li.a y.d =a ,a.as ri r rr aaetg rrt«g»u F I1F 1.r,9[bivt YsS-;,tl p,'xcl rcn rle xs,ssrt ter# a,s:hd 80083 ' 1FE-.car etl «!S«herr leas sttsaxte lSae re paxt.es vei le sftx 4 ( a^S..'g Msrn aTSSF ptf u.it h a5es ca acne+a hrg 1-Tl.e.e,T!?pshan lr re;pe�tsfs It!infrti+ss Ses;sa.tress fkc^aG€.ztr at bvn4squ!r,mtess �Srt;h tdei de5e6>gt dges4xn'vrE+rRpas3esxttis{.3e1.ss 0tv}ehpate;bb7 is etienpaslasn.ri ss.)sLnrrpeend¢p}s erg e.r updax3e{Y..srF o,{�e•lalFfl. 4451 5t.L'JG a:Blvd. • Fort Pierce,FL 34946 {oprriq�143 i01b AI Raoitresses-Emtecy LTemLo llg,P,F.Aeprcdua?nn att5isda{umcnt.in anp rw;is pmhi6ixd.;Ebaelidt»iiGen permissae frmnA-t Reui&suss-Aalhe7l,lec5ol11:P.L c Job Truss Truss Type Qty Ply A0027933 68517 FL12 Floor 4 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 MiTek Industries,Inc. Thu Jun 08 09:31:37 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-T?jYgxOmGJEL1 gXprLrSCEnnztjC_eGtnxJGldz8Ov4 0-1ffix4 11 1.5x4 11 1-0-8 3x6+ 1-6-0 a, 8 1.5x4= IV 1! o 1.5x4= �\ I 7 \` \ 3x3= 6 Q{j 4 3x3 11 30= 1-2-0 1 3 2-10-8 3-2-0 1-2-0 -1- 1-7-0 0-3-8 Plate Offsets(X,Y)— [1:Edge,0-0-12],17:0-1-8,0-0-121,(8:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-P Weight:22 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) Standard BRACING- 1)Dead+Floor Live(balanced):Lumber TOP CHORD Increase=1.00,Plate Increase=1.00 Structural wood sheathing directly applied or 3-2-0 oc Uniform Loads(plf) purlins, except end verticals. Vert:4-6=10,1-3=-100 BOT CHORD Concentrated Loads(lb) Rigid ceiling directly applied or 6-0-0 oc bracing. Vert:1=-80 2=-120 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 REACTIONS. (lb/size) Uniform Loads(plf) 5 = 535/0-8-0 (min.0-1-8) Vert:4-6=-10,1-3=-100 4 = -14/Mechanical Concentrated Loads(lb) Max Uplift Vert:1=-80 2=-120 4 = -81(LC 3) 3)1st Dead+Floor Live(unbalanced):Lumber Max Grav Increase=1.00,Plate Increase=1.00 5 = 535(LC 1) Uniform Loads(plf) 4 = 22(LC 4) Vert:4-6=-10,1-2=-100,2-3=-20 Concentrated Loads(lb) FORCES. (lb) Vert:1=-80 2=-1 20 Max.Comp./Max.Ten.-All forces 250(lb)or less except 4)2nd Dead+Floor Live(unbalanced):Lumber when shown. Increase=1.00,Plate Increase=1.00 WEBS Uniform Loads(plf) 2-5=-513/0 Vert:4-6=-10,1-2=-20,2-3=-100 Concentrated Loads(lb) NOTES- Vert:1=-80 2=-120 1)Unbalanced floor live loads have been considered for 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate this design. Increase=1.00 2)Plates checked for a plus or minus 0 degree rotation Uniform Loads(plo about its center. Vert:4-6=-10,1-2=-100,2-3=-20 3)Refer to girder(s)for truss to truss connections. Concentrated Loads(lb) 4)Provide mechanical connection(by others)of truss to Vert:1=-80 2=-120 bearing plate capable of withstanding 81 lb uplift at joint 6)4th unbalanced Dead:Lumber Increase=1.00,Plate 4. Increase=1.00 5)Load case(s)1,2,3,4,5,6 has/have been modified. Uniform Loads(plf) Building designer must review loads to verify that they Vert:4-6=-10,1-2=-20,2-3=-100 are correct for the intended use of this truss. Concentrated Loads(lb) 6)Recommend 2x6 strongbacks,on edge,spaced at Vert:1=-80 2=-120 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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ... nit>sx•Fkoa:ustr7,+£t�u�[u'9]iui li95i:3rS.11[('yfCs�s!F;ts:3.EtC�4�M:€SIS87'i7![i�,iSX7�:i:G�:YI'6to.lnt!/sin rsr.;Etsai its:s�eaksiust[t:i�Cr.�ie;lC[trJs 7tt5t:;t.iecz Q,r.E.(sh�ten:trrikict.s.[,ass::.s£.t e�•!n4£€C4,nlr u:e;: lrrYss t*'k>stdts delC:hi[tAditr n.s r{t e;it 3-e'.;eaGy>)rze �Scn9 iGp s.sts aas;':stzls p9'tt d:q to;.t�F 'f{h.At tsU;odhss eltix3t;rhEsttl 7est..sttn lFll'dais 9n 7- Ir:s; t.sn,3:a t:a; Anthony T.Tombo lls,P.E. atnt rttli3t 3I t:r{ro:lAa;t3r{et3ain Li-.nv,n.C.t9tf ta'xs t13;tttntds6 r; ,c6t£tert 39.udt¢:«!a hddr eit;:t-«z,rn{tit;nttedutt «t tt;«ut tnt 9,+t-t�9t;s �F;,at«;t,s.•ram. leo;{39 d!r t3Fai�rtd 8O033 l!{a'43 '�t'ttd[itbtt'Et 27 a»,S!Sft}g3dli.'gnt t9t;rW«3 ;"d 43 M{a`A (i'�FI"dd~It'=F'1i@usrF lSj{;Itlni s.:f F�f leCtr ntE)f I-nd3tl fll S tfli;Ei.IT R£3 tSE Ltt3 AtC![it53 gli`,£t,r3ti Qzr:t ldt:.Mt«t.ti:S Y:1F1U}AN,NIt35 4451 St,LUde Blvd. tidti.i tdEhStl9tSsr.^<.79gt jtFONiih;IS lc;mndtilrtd.'!dl SS rt!]S9ttiC{"S,;t(r�f1L;.f51pv?,.,[rtf3.(R.©S1yRttl tl@ttCti^j,i,x itfAa'Stt,E S.tntirl�t�G1FEl, Fort Pierce,FL 34946 Copyright Z 2,316 A-1 Root trusses-kiiiny 1.hioh III,P-E iepi dnfan of Or do-a",in any fuiiijs prabibited.ithaet rho mien pemission fiom A-)loot hums-Anlbeey].lomh III,P.L o Truss Truss Type Qty ply 68517 FT01 FLOOR GIRDER 1 A0027934 Job Reference optional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:El 20 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:37 2017 Page 1 ID:En3UtXFXn8kbFFJyMjt7pSz9?cP-T?jYgxOmGJ ELI gXprLrSCEnf7tVr_WutnxJGldz8Ov4 1 1-3-0 0 � 2-0 1-2-4� Dead Load DeB.=3/16 in 3x4= 3x4= 3x4= 3x4= 5x6= 3x4= 4x6= 14x6= 2 3 4 5 6 7 8 10 11 12 13 14 —.._.... i' I W1^•� q .' o r; .lr..].. i � v __..___... _.....i._..E3 25 24 23 22 21 20 19 18 17 16 15 3x4 ii 3x8= 3x8= 40= 3x8= 3x8— 3x8— 3x8— 30 H 11-2-8 19-11-8 8-11-12 9-11-12 10-11-12 19-8-0 19 1 13 8-11-12 1-0-0 1-0-00--2 8-5-8 0-_3 Plate Offsets(X,Y)— [1:0-2-4 0-2-0),(10:0-3-0 0-3-01 [14:0-2-4 0-2-0) [15.0-2-0 0-2-14] [25.0-2-0 0-1-6) 0-0-11 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.35 19 >661 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.56 19 >417 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.07 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:295 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2*Except* 62:2x4 SP M 30 1)Special connection required to distribute top chord WEBS 2x4 SP No.3`Except' loads equally between all plies. W1:2x8 SP No.2 2)3-ply truss to be connected together as follows: BRACING- Top chords connected with USP WS6 screws as TOP CHORD follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 Structural wood sheathing directly applied or 4-5-7 oc row at 0-4-0 oc. Bottom chords connected with 12d 0.131"x3.25" purT except end verticals. nails as follows:2x4-1 row at 0-9-0 oc. ) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Web connected with 12d(0.131"x3.25")nails as Except: follows:2x4-1 row at 0-9-0 oc. 2-2-0 oc bracing:19-20,18-19. 3)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the REACTIONS. (lb/size) LOAD CASE(S)section.Ply to ply connections have 25 = 1818/Mechanical been provided to distribute only loads noted as(F)or 15 = 2379/Mechanical (B),unless otherwise indicated. Max Grav 4)Unbalanced floor live loads have been considered 25 = 1818(LC 1) for this design. 15 = 2379(LC 1) 5)All plates are 1.5x4 MT20 unless otherwise indicated. FORCES- (lb) 6)Plates checked for a plus or minus 0 degree Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center. when shown. 7)Refer to girder(s)for truss to truss connections. TOP CHORD 8)Recommend 2x6 strongbacks,on edge,spaced at 1-25=-1729/0,14-15=-2253/0, 10-0-0 oc and fastened to each truss with 3-10d 1-2=-2703/0,2-3=-2703/0,3-4=-6625/0, (0.131"X 3")nails. Strongbacks to be attached to 4-5=-6625/0,5-6=-9508/0,6-7=-9508/0, walls at their outer ends or restrained by other means. 7-8=-11647/0,8-9=-13091/0, 9)Hanger(s)or other connection device(s)shall be 9-1 0=-1 3091/0,10-11=-8930/0, provided sufficient to support concentrated load(s) 11-12=-8930/0,12-13=-3568/0, 2148 lb down at 12-5-8 on top chord. The 13-14=-3568/0 design/selection of such connection device(s)is the BOT CHORD responsibility of others. 23-24=0/4782,22-23=0/8240, 21-22=0/8240,20-21=0/1 1647, LOAD CASE(S) 19-20=0/11647,18-19=0/11647, Standard WEBS 17-18=0/11008,16-17=0/6413 1)Dead+Floor Live(balanced):Lumber 7-20=011018,B-19=-834/0,1-24=0/3000, Increase=1.00,Plate Increase=1.00 3-24=-2595/0,3-23=012299,14-16=0/3948, Uniform Loads(plf) 5-23=-2016/0,12-16=-3550/0, Vert:15-25=-10,1-14=-100 12-17=0/3140,5-21=0/1582,6-21=0/559, Concentrated Loads(lb) 10-17=-2787/0,7-21=-3176/0, Vert:9=-2068(B) 10-18=0/2621,9-18=-2372/0,8-18=0/2252 Mu>rg•Ptns,srx heiea tze. }A11�ii SEUTjE s')tF.t44SECYr}1)S(Eltidr}P[i1S SC7.:9W AR hm hr�}lr ng. �tsct rtda rcs sC: ro ICtaiY;s sr vi -wn.r;U�sa:e Hte;Rk;t se Cs st^t.;e s'-! T{ttr7 ufe}ac frr- se*.Ft nadt ry lC rox d ti s Maya }ctt}.ts:e r`,,•t stt rilG,t tsrtsrz >.{,aa rotrc s I e f}.eq s.i,e}ta!ltt 9�u hts;ait it}1 rx Ct7A rl..sin tr}I�lrkq rsl 7.a,Fan''} f'u sal :s .4U)or t,Torb0111,P.E. „4:1tw ra •t;fEapes -{ N.,¢o iolt-p n4, datiticra{a€a_ �t m t nr,�e�;ata.f.,}I t g,.t3tuii.rnwr:txsttn 18ut }dE x}.s „t<,:yr_a::t.nta}•,rntrrn -+ex: atPde� n�s,,i Y=&0083 ' "Et la:4.y v- rEGchtsSr tas s=I store,t'4 th+{trxus¢t g,n'stan dtsr5,1 Mat t f.pobw h .1 Sbsne nlatrt>3le1—d pi-11.hanN n,rta Z'mrWss4M 1—Grrgat.Iron,Pt nGl:wv axt,n;6r#srtrxuL•n rA.nHl:eka tyKe'r73Jltl ltp irsagUdgsCJ s'iLl; lm,7tstpFg •Ss 114t1 r-sgnavTrus ssiaupieera�¢ic(R,III Fo ver amu Mall nlfld. 44515t.ttleEe Blvd. Fort Pierce,FL 34946 tapyti7br Cti 2016A-1 leol Tt sses Aof"ceyl lnmbo 111 P.t,i produa tne115it dhmment ill any}ct,fsPAN,'?.dbaef lba w}iltenpetmus,,,r Som AA loci lr¢ssas-An}hcnyl.ie:r.Sn IILP.E. Jo Truss Truss Type Qty Ply �' 8b 517 FT02 Floor Girder 1 1 A0O27935 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 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:38 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcgzBJCS-xBHw2HOO1dMCf 6?P2MhISKglGvljxw0?b3pg3z8Ov3 2-M FG-� 3x6 II 10x10 II 3x6 II 6x6 II 8x10= 1 1 2 1 3 1 14 4 1 5 6 Ti I !N VT I I . 4 -- 1 131 P 10 9 8 7 5x8= 5x8= 7x8 II 3x6 I I 8-10-12 F-2� 8-10-12 3- Plate Offsets(X,Y)— [4:0-3-0,Edge],[5:0-0-12,0-0-0],[6:0-3-O,Edpel,f8:0-3-0,Edgej,[9:0-4-0,Edge] [10:Edge,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.08 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.12 9 >871 360 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:76 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 5)In the LOAD CASE(S)section,loads applied to the BOT CHORD 2x4 SP No.2(flat) face of the truss are noted as front(F)or back(B). WEBS 2x4 SP No.3(flat)`Except' W2,W3:2x4 SP No.2(flat) BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 6-0-0 oc 1)Dead+Floor Live(balanced):Lumber purlins, except end verticals. Increase=1.00,Plate Increase=1.00 BOT CHORD Uniform Loads(plf) Rigid ceiling directly applied or 10-0-0 oc bracing. Vert:7-10=-10,1-2=-100,2-14=-250(F=-150), REACTIONS. (lb/size) 6-14=-100 10 = 2168/Mechanical Concentrated Loads(lb) 7 = 1864/Mechanical Vert:11=-840(F=-283,B=-557)12=-557(B) Max Grav 13=-557(B)15=-557(B) 10 = 2168(LC 1) 7 = 1864(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-1875/0,2-12=-4905/0,3-12=-4905/0, 3-13=-4905/0,13-14=-4905/0, 4-14=-4905/0,4-15=-1201/0, 5-15=-1201/0,5-6=-1209/0 BOT CHORD 9-10=0/3873,8-9=0/3890 WEBS 2-10=-4347/0,2-9=0/1166,3-9=-1058/0, " 4-9=0/1146,4-8=-3043/0,5-8=-572/0, 6-8=012377 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)283 lb down at 1-10-4,557 lb down at 1-10-4,557 lb down at 3-4-0,and 557 lb down at 5-4-0,and 557 lb down at 7-4-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. Ctr_q-l4nl;atx^ytr;triev lle'4;k:x lFffi»i$fll2"yfitlnFt*:W:1(t1est[7sSt1712P,^:7!n1::6S0%:t:fai91'hla.FfrAFIrRFnlx+'f!ft=i ttdtd?ftt Ci3 inli F::;t:^.al[FiIIP;a,3d!ifnEt?I.:tux C:r..Idfituf Sktdklntt R!Fr'.fi:tjlsbt t�.lns!a gqalF t4i07l 'MF t1ik.:1t 33't1(ttFC.b34 and Sttl'a31 it'.!ii;t�glPt;:t.lSwFCF F ! Ufa f5(iG('p3it3P-'t itY.!fJ'm t9Pt7•C<l dtF"jultifxF:t!F',t{.isCF(IXSt{t31'i i.rtS ltiit53t!F!:It{SCt r:PtE!t,#(tr ir{3.,N(t i#i lsi»jaF t1)'F srsessid i; Anthony T.Tomb4li:,P.E. xl nedGnl ss ta¢ri l6ntumrP;FtisuundtltCsea of C,fat az'.cvetF 3attebe ]'F:ts,akutv'.txr 1(,SVP.a1n ls,d kzG 3ft'_�x2731.rvypfetldlSt l;9waaF`itlis;td;t"ir:f,ati{'gawd}.I t{'ItLwa cLhei fS,Gle ht of v3i3;e? 180083 3tF"h Fadr+cmS Beaa'st 7sa3nMalktPOal At Fta7�es¢fg1-a slP,ertt:t-y tlrymt^Sd rin'f- Ef3r pttisldlF?I NI S.11 ttf lfitt Kit gaud�UizC r!Ilditts#tmF,lt'.rta3liftfat 9!tiS i:aSl9esrp;,r.ftt3.@:>tG?-.:et¢(?trs ua7smxx,Nfss 4451 St.Lude Blvd, s4tr"fak5tetbrtrts;t9cyetd4n3nappF}NFarMn tt:L•tC?ktF gs;�ts!f Etytt_is Xd:..t lrixnq.tsigt:t uixss.YSlw ayieett anthrf(y,t'MMItd.wnne;k`telit 3161. Fort P,erce,FL 34946 Alro rillQ 20I6 A-1 Andltas--Ambee 1.lombo M,P.f,to aind.-n d Ibis downwo.in an fim-,is mAiWed-:1hoal t6t ati3!en etmissitt hom A-1 lod ha;sts-Art6ca l.ter.:6otII;P.L PY 4- Y P Y-'�P P Y Job Truss Truss Type TQy ply 't 1 1 68517 FF1 Type 1 1 A0027936 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Job Reference(optional) 1 Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:38 2017 Page 1 3-10-3 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-xBHw2H001dMCf-6?P2MhISKteG?cj6hO?b3pq3z8Ov3 11 1811 4-7-11 3-10-3 0-" 1 3x3 11 2 Ixel— T1 Wi w3 W2 F F I Bi im 48= 4 1.5x4 11 5 3-10-3 ' 4-7-11 Plate Offsets(X,Y)— [5:0-3-4,0-2-01 3-10-3 —8 0-6-0 LOADING(psq SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 -TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 4-5 >819 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.03 4-5 >999 240 Weight:21 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5) This truss has been designed for a live load of WEBS 2x4 SP No.3*Except* 20.Opsf on the bottom chord in all areas where a Wl:2x8 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 4-1-11 oc 7)Provide mechanical connection(by others)of truss purlins, except end verticals. to bearing plate capable of withstanding 125 lb uplift at BOT CHORD joint 5 and 93 lb uplift at joint 3. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 232/Mechanical 3 = 186/Mechanical Max Horz 5 = -64(LC 10) Max Uplift 5 = -125(LC 8) 3 = -93(LC 9) Max Grav 5 = 232(LC 1) 3 = 186(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-166/300,2-4=-166/315 NOTES- 1)Wind:ASCE 7-10;Vult=l 70mph(3-second gust) Vasd=132mph;TCDL=3.Opsf,,BCDL=5.Opsf,h=25ft; 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)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 otherfive loads. Antborty T.Tombo 111,P.E. 1-1 Nua,N 1 I'd-.f,oupnwar" 80083 aimn ell,P.— 1- iW?wh0;'hr*r.is kN1'Pf6'f-"q""�T".01,1milim"ft!irlm?,V 4451 St.Ludp Eflvd• • 'I'Opytigb1c.2316A-1 111,plifprtd�osio�of this dome't,in ofly fe-J, the weinen permissior,fiemA-1 Roof Trusses.Aoi4eq 1,lombo IlspE Fort Pierce,FL 34946 Truss Truss Type Q ob ty ply -J6 17 HJ2 Jack-Open 1 1 A0027938 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 IN Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Thu Jun 08 09:31:39 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-POrIFdl OoxU3H8hBzmtwHft7ugN ISZAAEFoM N Wz8Ov2 2-9-6 3-0-14 2-9-6 0-3-8' 2.90 12 3 2 T1 o 1 0 B1 3x4= 4 3-0-14 3-0-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 4-7 >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 FBC2014/TPI2007 Matrix-MP Wind(LL) 0.01 4-7 >999 240 Weight:10 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 75 lb uplift at BRACING- joint 3,155 lb uplift at joint 2 and 15 lb uplift at joint 4. TOP CHORD p p Structural wood sheathing directly applied or 3-0-14 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 105/Mechanical 2 = 231/0-5-9 (min.0-1-8) 4 = 54/Mechanical Max Horz 2 = 71(LC 8) Max Uplift 3 = -75(LC 12) 2 = -155(LC 8) 4 = -15(LC 12) Max Grav 3 = 105(LC 1) 2 = 231(LC 1) 4 = 56(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 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. a„hr-eeue,m:ltaf,..,ae•t-1mD;nesss;u!u;rrrauuasauamnxrnrauFlclagt[rr,n:tarosrheau:a,renvp.a...ns..{,rr{wnaes,rr.,,re,g,c�.�pn;;wneemaa{l.rout_.rttfa;:es=:,ef>•e.Lo.4:,nm„acne{.,merzo.e,q . Ydsk c3,a,Oths sMlde,s,{rxf,lreut,alt.pain:sO:s:;:hr¢�s[�,�ea.Mr,s+'?:�es'zlnni rn7rgrts:nsnanrrmsfne{,s..;soa+le,Sia;s.�3rc n:�li'�.hr delesgrd�zs�egu rm;{ep:�'a1c.n:N:utr,ed<strn.l�:iusp.rs:*y:a,,lrctur:u{e.eas,�aratm Anthony T.Tombo llI,P.E. ,e{aeet Ha TouI cIbelkei,nernpa,iS:loy aflx Cnrt,S,Cnets aakamd,3seuH,killiai O,v7en,iaY,refef ft4,IM fels(,ed lie lorsl b:Il,g,dzn{lr!I.11,e,;ar,I f5,IDD.(.y fields 1a,r;nk.hd,th]1.u;'w'J"UrW. iI.—I OtI!1,4x,esr.64itt 0: z 80083 6,Be4(rD„gera<6z~af Writ' ri W,Anh!I[Quib rrtnm rgr,t sd m4f�gGcr, lsfh is Ili ndittAceife ,/fxg v pf.e.iFrl sfis,sR,rtq s.3,'Ines aat fi:fie,flL•Ls:sO:igar,hcss fi::ii,a*.,eerere lnss V:efafne,ales 4451 St.Lucie Blvd. m. „i,n,:a.ataf,.a,ne2q,aarm,,rryauraonla„U.lh„,,,Dea.n If_it Ali n,r:uu3oe:y..,,,r1a::ssrf I.Iwee,>,,gI,Ii.r III;"W'dvrs,r,rsfir Will. FortPieree,EL 34946 (epysighl920i664AeolLesrs-Ambey T.lmbn III,P.E.Rzarodedunal this der emeIts,6 onytnrm,is p ditilad wifhounhe mitten puminian Eta A-]Red Trusses-Ansheny L Tembn ill;P.E. Job Truss Truss Type Qty ply ' 68517 HJ2A Diagonal Hip Girder 1 1 A0027940 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 MiTek Industries,Inc. Thu Jun 08 09:31:39 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-POrl Fd10oxU3H8hBzmtwHft7dgNFSZAAEFoMNWz8Ov2 2-10-8 3-2-0 2-10-8 0-3-g 2.60 12 7 2 ' 1 T1 w 0 81 8 3 0• 3x4= 3-2-0 3-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MP Wind(LL) 0.01 3-0 >999 240 Weight:10 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6 Provide mechanical connection b others of truss BOT CHORD 2x4 SP No.2 ) ( Y ) BRACING- to bearing plate capable of withstanding 89 lb uplift at TOP CHORD joint 1,80 lb uplift at joint 2 and 33 lb uplift at joint 3. Structural wood sheathing directly applied or 3-2-0 oc 7)Hanger(s)or other connection device(s)shall be purlins. provided sufficient to support concentrated load(s)48 BOT CHORD lb down and 31 lb up at 24-12 on top chord,and 17 Rigid ceiling directly applied or 10-0-0 oc bracing. lb down and 23 lb up at 24-12 on bottom chord. The design/selection of such connection device(s)is the MiTek recommends that Stabilizers and required responsibility of others. cross bracing be installed during truss erection,in 8)In the LOAD CASE(S)section,loads applied to the accordance with Stabilizer Installation guide. face of the truss are noted as front(F)or back(B). REACTIONS. (lb/size) 1 = 174/0-7-7 (min.0-1-8) LOAD CASE(S) 2 = 112/Mechanical Standard 3 = 71/Mechanical 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Horz Plate Increase=1.25 1 = 50(LC 4) Uniform Loads(plf) Max Uplift Vert:1-2=-90,34=-20 1 = -89(LC 4) Concentrated Loads(lb) 3 = 33(LC 4) Vert:B=-17(B) Max Grav 1 = 174(LC 1) 2 = 112(LC 1) 3 = 71(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.ll;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. a�,np-rims n,..�!qn.,..,,n!•i i m_:;nnsa,srurr;fi[nu rius a msmnau otreunerr;ucsr�;rn�u;,rr,•a.r,:a[t<:T�,_!nn,m tn!w!a!,e;!rnn e!!y,m..my�[,;;nln!3rnmrr.rmfc u�r�{e~.,,s�!ea..!m!-no-n!a.!.�m,v!tn n!rrami[ ua!!! r rc pis <!a x ecn! t i,!am!gY 6{�rc. s{! !rrt{gin �[,m v!p:m,mt !ao:{r{ i;.!ngm!pa:lu rn t in,pt!r�:tmnn racnip,m:nrrn.re!!<:p m i ,r ry ualcd Antbon me.,!sf� ,r mr t.�i=in npmr�•,,re�e.,�,a:g.nrs sa[ ,tn.s n.t<u�e z,ran!uer�tencn!itt.11;rnli.,w•yo!!narna.rkyr•n.idr,<monam,e:ia.,,tn,r,:s aa.arcranarc,a.•!pen+,^i sF.l,s{dx ,i p YT.Tombo III,P.E. f n!tarugeigxae[r,encrc!class?!aQn:rcg!d�eptcaasnrge!r!sttut :gr!-{s.iSti{.d!ien I(Srjpdfi�tl,I'inlS�.truelnerakgnsdpilnceJr4li�nsneespnu�fnmmldtiecdl�hss.0:i;es,rtnso-:{ra,:nrcnttnsu t�ir„::asss-'� '80G83 enerolY uFatk![xdoarymlxpn!niers h,xl patrz!WdM lea lr..fhsn Eer�st it n!{>i!'ngga{x!,nLeti knm'[!{oeedmt h10a7.}il tgMdf+!l lva,nl and td x.11l 4451 St.Lucie Blvd. Fort Pierce,FL 34946 (oppig5tV1Pl6 A I fiaa}buss=s-dethaayLTamha lll,P.E.Rapradunian a}s5is domment,in any(osm,is pmhi5itzd nishout.he mirlen permission from Ad goof Ftusss-AathaarLram§a Ill;P.E. Job Truss Truss Type Qty Ply 68517 HJ4 Diagonal Hip Girder 2 1 A0027941 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:40 2017 Page 1 I D:fsU m ixO QR2Ame KW smYOcQjzBJ CS-ta PgSz2eZEcwu IG NXTP9gtPAP4cQBOQJTvYwvyz8Ov1 -0-11-5 3-4-14 5-3-10 5-7-2, ` 0-11-5 3-4-14 1-10-12 0-3-8 2.12 FIT 3 d Load Defl.=1/8 in 8 N T1 r 2 1 0 131 9 10 4 4 3x4= 5-7-2 5-7-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 4-7 >723 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.19 4-7 >350 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Wind(LL) 0.13 4-7 >511 240 Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 160 lb uplift at BRACING- TOP CHORD joint 3,322 lb uplift at joint 2 and 71 lb uplift at joint 4. Structural wood sheathing directly applied or 5-7-2 oc 7)Hanger(s)or other connection device(s)shall be pudins. provided sufficient to support concentrated load(s)70 BOT CHORD lb down and 62 lb up at 4-2-8,and 69 lb down and 61 Rigid ceiling directly applied or 10-0-0 oc bracing. lb up at 4-2-8 on top chord,and 18 lb down and 40 lb up at 1-10-3,18 lb down and 40 lb up at 1-10-3,and MiTek recommends that Stabilizers and required 29 lb down and 30 lb up at 4-2-8,and 25 lb down and cross bracing be installed during truss erection,in 28 lb up at 4-2-8 on bottom chord. The accordance with Stabilizer Installation uide. design/selection of such connection device(s)is the responsibility of others. REACTIONS. (lb/size) 8)In the LOAD CASE(S)section,loads applied to the 3 = 214/Mechanical face of the truss are noted as front(F)or back(B). 2 = 431/0-10-15 (min.0-1-8) 4 = 137/Mechanical Max Horz LOAD CASE(S) 2 = 90(LC 4) Standard Max Uplift 1)Dead+Roof Live(balanced):1-umber Increase=1.25 3 = -160(LC 8) ,Plate Increase=1.25 2 = -322(LC 4) Uniform Loads(plf) 4 = -71(LC 8) Vert:1-3=-90,4-5=-20 Max Grav Concentrated Loads(lb) 2 = 431(LC 1) Vert:9=-36(F=-18,B=-18)10=-54(F=-29,B=-25) 4 = 137(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=S.Opsf;h=25ft; 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. enitr-Rent n.n�k¢rnae 6t'al Ice;lln4ES r5,'�!(t piiE)a(ft'A56((ItF(L4 feS?Cll{IL1:ri:R[Od'dE5Yi1T•tan Ira,/niniT'a'.h1f f[i ttsl m'ei u"st iteithsilt(ttrur{I@:,Pxllle IP0arl.Itah I'wr!.Ih;n¢S'te'Mre tfl.Edits Yfn'ite ixfe/a Ge Iee,ed( Aatissztdt dnn sknktsta;°::�;cenet Pt[.lPtTrPu e:s (y�:�{uP,sre:�et esltt<,a:s�i Pt my?[�rty,s:mP.,t�atdntptsftr,l tty.r:te.yt:: :acntrrt<1P:�1,t( sosHTm;erPt m?ce nlr.ttin rfu.?stin,f::.�rtr gt[aswPa.trc:�I,�aM Anthony T.Tombo lll,P.E. «e.sPen,srosst:etmt.�Ia*=�:ntnpnIryt(ate.t�.atc.tdtt,gt�tdP}tetntxlrpo::.�w.�P;rtantndr=mdtxttPtwl„IanwrgrutQnr;r.nteq:t.flr lit mottPnf Wine i!ntr:.ss:watrlr:tliqslant.00'�dt-l'W!V,llartmrP:iala' =80083 ntr,armies:petal(immts.Old,sstl1.ia:INW.-4ravlastlgzxg-nP(nert�,sr(-� Isrnrf[er:nr.,lra9ran(<[trrrcnaWA—do-d�rr�,sdr.d,cP.?ffl0tsetnq."Enofeinntrdly?tnioPsp"llnss��sts�fmR[IstssuAmm�tytam - 44515t.Lucie Blvd. ttlnvi5!etat[IYi(Dfhp(I4SPzK0ptHViGrtlrk(fi'IPIIPPPIRA . Fort Pierce,FL 34946 (epyright02616A-I linfkosses-AnhonyLTumhaill,P.E.Rrlauttimolthisdo(umrot.inany form,ispshi6iiedwhhounhowritt[npeivissiorfromAd Roof Trusses-ArthouyT.Tamhoill,P.I. i Job Truss Truss Type Qty Ply } 68517 HJ10 Diagonal Hip Girder 1 1 A0027937 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 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:41 2017 Page 1 I D:fsUmixOQR2AmeKWsmYOcQjzBJCS-Lmy2gJ3GJYkmWSra4BwOM4yHZUuYwFAThZHTROz8OvO -0-9-4 3-0-1 6-3-2 10-4-8 10-8 0-9-4 3-0-1 3-3-1 4-1-6 3 2x4 If 5 Dead Load Defl.=3/16 in 2.60 12 3x6 14 4 W4 13 W2 4-1 82 m vvvss! 2 0 x12= 15 8 16 6 6• 3x6 II STRAPTOP60iTOM k 6- 9 CHORD OF GIRDER WITH 4X6= 3x4— 1.5x4 11 16"METAL.STRAP -0 2 -2 2-0-1 3-0-1 6-3-2 104-8 O.g 2-0-2 0-5-15 10-9-9 0-6-0 3-3-1 4-1-6 -3 Plate Offsets(X,Y)— [3:0-7-8,0-1-121 [8:0-4-4 0-1-81 0.1-9 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) -0.23 3-8 >551 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.44 3-8 >285 240 BCLL 0.0 ' Rep Stress Incr -NO WB 0.93 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 0.30 3-8 >420 240 Weight:50 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2`Except B2:2x6 SP 2400E 2.0E chord live load nonconcurrent with any other live WEBS 2x4 SP SP loads. 'Except` 4)'This truss has been designed for a live load of BRACING- W1.2xfi SP No.2 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 Structural wood sheathing directly applied or 3-10-5 oc bottom chard and any other members. purlins, except end verticals. 5)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate at joint(s)7. Rigid ceiling directly applied or 7-3-6 oc bracing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 668 lb uplift at MiTek recommends that Stabilizers and required joint 7 and 626 lb uplift at joint 2. cross bracing be installed during truss erection,in 7)Hanger(s)or other connection device(s)shall be accordance with Stabilizer Installation uide. provided sufficient to support concentrated load(s)70 lb down and 43 lb up at 3-11-15,70 lb down and 43 lb REACTIONS. (lb/size) up at 3-11-15,and 107 lb up at 8-0-1,and 107 lb up 7 = 955/0-1-8 (min.0-1-8) at 8-0-1 on top chord,and 66 lb down and 70 lb up at 2 = 949/0-9-0 (min.0-1-8) 3-11-15,66 lb down and 70 lb up at 3-11-15,and 343 Max Horz lb down and 231 lb up at 8-0-1,and 343 lb down and 2 = 186(LC 22) 231 lb up at 8-0-1 on bottom chord. The Max Uplift design/selection of such connection device(s)is the 7 = -668(LC 8) responsibility of others. 2 = -626(LC 4) 8)In the LOAD CASE(S)section,loads applied to the Max Grav face of the truss are noted as front(F)or back(B). 7 = 955(LC 1) 2 = 949(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except 1)Dead+Roof Live(balanced):Lumber Increase=1.25 when shown. ,Plate Increase=1.25 TOP CHORD Uniform Loads(plf) 3-13=-2606/1749,4-13=-2586/1753 Vert:1-5=-90,9-10=-20,3-6=-20 BOT CHORD Concentrated Loads(lb) 3-15=-1816/2524,8-15=-181412520, Vert:14=150(F=75,B=75)15=-132(F=-66,B=-66) 8-16=-1818/2527,7-16=-1818/2527 16=-686(F=-343,B=-343) WEBS 4-8=-350/722,4-7=-2453/1750 NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 'dnitr-Flx aung!¢re.A fie'A-I lee:`arms Sum 51011 IRMS 6;0wnCAi fwamiWTi;t6Rii5i[PSNtAPNn lrrtt kuprug.,nErzet ee4s utis I,-ksip 0-h"Mi.4It,Whir 1.Imh l^,rt.le!>,—fen Ma:'er..Cdtss e.+,.m 1.dd mRe IED, It uffa�nrmsstrfl !I m teal liserrr:sfts�pltg6;stu,spi'O fbjut 6 W..I1�((fRiGI3CliCtr•.5H[titnipe t,letl:ua:tlr.:r:lint:�ls11-Pit x119riI-flrhAtir_IDDtdr,w.]ifi.cxtmp :t�rt..,Ied'ieiadtFc, Anthon T.TomboIII P.E. rstdr 7 - Il R.,! @'ui"'izdgdN0 E.C 's AI eqv.6t 9"1"0 ¢ nee n9ddtn I[&t l3ui luFier Vrnq.�.W if,1.M errand a16,TDO W iM 6 T rdelnr4virg'wip,zfn"Nsa odknst sa>"1 7 tT Mitt if y � ' ' 6t 9"1.1 D•sprv!ritt.ln OEd tdrc re 100 idt'iruA.iidgil esfl P.te{(^}c IWily Itv fi lnIiih M11. wx iim!dvi llxp a '!.e U11e .ft nsrvsbiries vlhbtsdq_rns.Ues rev,'n.n O::pSg:tnfee lastYadssrm.vdess 8008,. 16e:><ee tdsa'1rt:xnccltSreE!t e v:es it d i Irzs int54.11h Tra'fern 11p.is Rut It,1,iq fnllxyuToss Sig.Biwa Our P 16t7.UNIn'doid Ana.ne is!duel x 711. 4451 St.Lucie Blvd. Fort Pierce,FL 34946 (epyrighr:01Q16 A-I Faat truss='-drahnay i.l_ma ill,P.E.RePmduniorel this donmefl;in any form,ispmh;bik n•dh d omshe mitlenpermissicefrom Ad FaflLusss-AelhonyLlae5oII;P.F. z Job Truss Truss Type Qty Ply �8517 HJ20 Diagonal Hip Girder 1 2 A0027939 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 Is Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:42 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-gzWRtf4u4ssd8bPmeuRdvlV WPuKQ(IHCW D11 zrz8Ov? ! 5-1-13 5-7-1,3 6-3-3 14-0-13 19-10-6 %14 + 5-1-13 �- 2_7-6 5-9-9 5-9-9 -3- 1.50 F12 Dead&4(1 Deft.=1/4 in 5 1 3x4= x6= 1 3 1 of 1 0 1 sV 3x4— g2 q 21 22 r r 23 4 10 25 26 9 27 28 6 r 3x6 I I Sx8= 11 STRAP TOP BOTTOM, 2x4 11 CHORD OF GIRDER WITH (2)16-METAL STRAPS ONE ON EACH SIDE. 20-5-0 5-7-13 8-3-3 14-0-13 19-10-6 2Q-1-,14. 5-7-13 2-7-6 5-9-9 5-9-9 -3- o-3-6 Plate Offsets(X,Y)— [2:0-5-10,0-2-21,[8:0-3-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) i/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.19 9 >934 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.42 2-9 >420 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.24 9 >739 240 Weight:201 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except'T1:2x4 SP M 30 WEBS 9)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP No.2*Except* 4-9=-624/1394,4-8=-6720/3743, provided sufficient to support concentrated load(s)53 132:2x8 SP 240OF 1.8E 2-11=-2311/1387 lb down and 60 lb up at 4-8-4,53 lb down and 58 lb WEBS 2x4 SP No.3'Except' up at 4-8-4,78 lb down and 83 lb up at 6-11-15,78 lb W4:2x4 SP No.2,W1:,2x8 SP No.2 NOTES- down and 102 lb up at 6-11-15,98 lb down and 104 lb BRACING- 1)2-ply truss to be connected together with 12d up at 9-3-10,85 lb down and 77 lb up at 9-3-10,127 TOP CHORD (0.131"x3.25")nails as follows: lb down and 151 lb up at 11-7-5,128 lb down and 151 Structural wood sheathing directly applied or 4-9-7 oc Top chords connected as follows:2x4-1 row at 0-9-0 lb up at 11-7-5,41 lb down and 125 lb up at 13-11-0. purlins, except end verticals. oc clinched. 8 lb down and 64 lb up at 13-10-15,54 lb down and BOT CHORD Bottom chords connected as follows:2x4-1 row at 60 lb up at 16-2-11,54 lb down and 60 lb up at Rigid ceiling directly applied or 10-0-0 oc bracing. 0-9-0 oc clinched,2x8-2 rows staggered at 0-9-0 oc 16-2-10,and 74 lb down and 89 lb up at 18- ,and 74 lb down and 89 lb up at 18-6-5 on top choror6d,and WEBS clinched. 1 Row at midpt 4-8 Webs connected as follows:2x4-1 row at 0-9-0 oc 23 lb down and 30 lb up at and 67 15 lb down and 22 clinched,2x8-2 rows staggered at 0-9-0 oc clinched. lb up at d 65 l u lb down and 67 lb up at d 32 l u lb REACTIONS. (lb/size) 2)All loads are considered equally applied to all plies, down and , lb up at and 39 b down and 32 lb 5 l 1 162/1-3-1 (min.0-1-8) except if noted as front(F)or back(B)face in the at 6-11-15,38 lb down and 97 lb up at 6-11-15,75 lb 11 2548/0-9-4 (min.0-1-8) LOAD CASE(S)section.Ply to ply connections have down and 57 lb up at 9-3-10,105 lb down and 82 lb 7 2472/0-1-8 (min.0-1-8) been provided to distribute onl loads noted as F or up at 9-3-10,86 lb down and 49 lb up at 11-7-5,85 lb Max Horz (B),unless otherwise indicated. ( ) down and 49 lb up at 11-7-5,380 lb down and 227 lb 1 184(LC 26) 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) up at lb -11-own0,347 lb 197down up at d1 05 b up at lb down 5 Max Uplift Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; and 196 lb up at 1197 lb,and 360 lb down and ow lb 1 -280(LC 22) Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); up at 6 lb u,and 6-2 lb down and 185 w up d 11 -1614(LC 4) cantilever left and right exposed;end vertical left 18-6-5 8-bottom chord. The design/selection t such 7 = 1355(LC 8) exposed;porch left exposed;Lumber DOL=1.60 plate Max Grav grip DOL=1.60 connection device(s)is the responsibility of others. 1 204(LC 18) 4)Plates checked for a plus or minus 0 degree 11 2548(LC 1) rotation about its center. LOAD CASE(S) 7 2472(LC 1) 5)This truss has been designed for a 10.0 psf bottom Standard chord live load nonconcurrent with any other live 1)Dead+Roof Live(balanced):Lumber Increase=1.25 FORCES. (lb) loads. Plate Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)'This truss has been designed for a live load of s(pli)Load when shown. 20.Opsf on the bottom chord in all areas where a Vert:Uniform Load 10-12=-20,2 6=-20 TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Concentrated Loads(lb) 2-16=-7086/3836,16-17=-7040/3832, bottom chord and any other members. Vert:4=rated o ds(lb 9=-728(F=-347,B=-380) 17-18=-7015/3830,3-18=-6979/3815, 7)Provide mechanical connection(by others)of truss Vert39(F=-19,1,B=53�20)17=-75(F=-23,B=-52) 3-4=-6951/3815,4-19=-411/205, to bearing plate atjoint(s)7. 16=-39(F=--107,B=-107)20=-3923,B ,B=-20) 19-20=-372/201,5-20=-357/192 8)Provide mechanical connection(by others)of truss 21=-37(F=-V5,7,B=-122=-43(F=-20,i9,B= BOT CHORD to bearing plate Capable of withstanding 280 lb uplift at 23=-77(F=-38,B=-39)25=-43(F=--75) 23) 2-24=-3889/6967,24-25=-3889/6966, joint 1,1614 lb uplift at joint 11 and 1355 lb uplift at 25-26=-3888/6962,9-26=-3887/6960, joint 7. 26=-171(F=85,B=-86)27=-667(F=-333,B=-333) 9-27=-3886/6961,27-28=-3886/6961, 28=-745(B=-360) 8-28=-3886/6961 WEBS 4-9=-624/1394,4-8=-6720/3743, 2-11=-2311/1387 ... %aes}-tknl;�r:r;zliex Nt'4I1�:n45'aTi5t8!i"}EittiLEr:W;Sf 4cI;T5:€`lyy'33!0}J{S&9�L'E3iiXl'tzr2 terl;llGa;:l:�4u c1lltt ts?:ntti'msLl;tp;mu}itG;nit's.#fles,.l.!!r..x1:,r;.lt4:n:s 3Seeltlr.rc rsl.Cass cetise lt:f a3E'r-0,ut7 Yrt1:t M.gr s;t6}tn'd{614-!§! ! rs ,4. s.;ca:q S;Q rp s c!t!11U'q AahonYT.TornboI:.P.E. xdl+edtki nfn rzrivlf It a;u,ilcsid e,n Leu!sa�:.n!{;.0 lsx tr'!; 7'm is 6e!ls cl 6 t43e L:a}ml d}a;:P.-aF,rit tugp!lJ dlfel:Snielg'idd!13< ,f,«s!a}x:d m¢F,x,u{,�,;-+plc stcC4 Ml:sqn r:¢�' 800E3 ' 'E!r"!u{Flay C9d{tllltfYt Inv Sli b/0d ray!{f✓;(StiIS A`I QP}'!f'✓P ra) {tS;itK'i3•2'!I'.4'2tl'8{Sr;t{ri {t}I IS,14lt Rr•A Hb'Iit; t-r�th!'tl li'.5'F[II.(1L 11'4t13{Iflifi'Itl r'cSf�Piy4.4!IfJi.Pixfir fttlS?R.34.?.iQJiY.�Itti 4451 St.!uclie.61Yd. ::tlixL•tlPvll}sa Entw4ilagll 1,,"MI I!V}s"n itci.d.iEl im 3.Pr igmw i!402 1,t=iiq^lstns,w rzssait.4pw slu.lnol,V ga<%'Pa iMr,it-,id n 1111. Fort Pierce,FL 34946 Eo ri hlC2916A4holTims-Ambca 1.lomboill,P.E.i:laduUienailhisdotom!rt,inan t=rs,is lobihited.itbectlberrtiL'en trmizria�!lomA-tPooiirctset ANhcryl.locbo111,P.L PY 9• Y P Y- P P t Job Truss Truss Type Qty Ply y 68517 J2 Jack-Open 1 1 A0027943 Job Reference o tional y Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Jun 08 09:31:43 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-194p5_4Wr9_UIIyCbysSV 1 pzHkMO N919tmaW Hz8Ov_ -0-8-0 2-8-8 3-0-0 0-8-0 2-8-8 0-3 8 3.00 F12 3 v 2 T1 0 1 c6 B1 0 3x4= 4 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-7 >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 4-7 >999 240 Weight:10 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOTCHORD 2x4 SP No.2 to bearing plate capable of withstanding 73 lb uplift at BRACING-TOP CHORD joint 3,150 lb uplift at joint p �t 2 and 15 lb uplift at joint 4. Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 102/Mechanical 2 = 224/0-5-8 (min.0-1-8) 4 = 53/Mechanical Max Horz 2 = 72(LC 8) Max Uplift 3 = -73(LC 12) 2 = -150(LC 8) 4 = -15(LC 12) Max Grav 3 = 102(LC 1) 2 = 224(LC 1) 4 = 54(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 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. 2e+iq-FLmu duse(ll.re�er h:'}I r0_:i 1105i S'''u}ROM IEEAS R(0%OIII li rOS(OLLs"rCr.:s"1$LKBdiESIRYZXI'la:¢G:di iuq+µ+s9rrs+e{re+l u9s a Rds Inst Eesi}+ARxmrP�)ms 6e smnr C f+:ts m,}�.Ieiem Sunsdue+�.lielrss e'lnrise's2'el n G+I[n,e+lr Ihtiss�mr}setrs slellkr=-etu;Ye itCulen`1.ls+trt:sUn:¢hfimaii.,'.}e;nlT(sri+:a?+fl::¢Inrpida:rualsn+���edmrrssn++le+Su:r; rz:;w,:rt:h Er�a t,vpn�e si+yet,:taan:mped(.eu�trtl.ne tr:y+er..�rmes.tutu}:rdn+,e,ssrt,erm pr;[hony T.Tombo Iil P.E. ¢{neelfis'ias 6rogleuls+islke;npnii;Irydtk C.eer,Ge Cneis.,hrrnrRnr.'nfeWtt@::ye,ia ie nrsen cf nr e;,drl ¢t tirlrsl5a.11ir{,de+:t RII.Rx epnr+ldls+(0}at mt fiel{rcdtle T�es,rtds{�rkrili+},slne(e,i+sl+i:eli¢nt Fnsr 9dl le&e n:rsesi4nd(e{ ' ' lieSrltw}}•sgaad6ao+1 ill'tsettgall:lbbnlMe};+tia•e+lie:loeittt\lo,tq(�t[•elsu5ryl!hweM1lSfjsrlr llrPnlSlGr+lelne¢db'pandpid+sfinj 1iesll+rtg+es:Ioesn{hlissdH:LrseOes�eeyi;nsC:!s+SRan+ulns+s'¢.fi:hrn.utrss `SOO83 etlerris{rhxskdxh+nepetgnssnCcclyd}Yl4s unh:L laaGm UesS+GR^,•eus E.(Ne 6ultisq beu;x!;+rl(rs 9rhz Egosel a'ep Prlllq sll arl'dCs{Evz;mrsdfints R4L 4451 St.Lucie Blvd. (eppigbt 1)2616 Rd Roof Timor-Amhory L Tamho ill,P.E.Repothedior,olrhis dommeor in any form,is prohibited xsbout the Witten permission from Ad Reel Trusses-khonyL Tamho ill;H. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply 8517 J2A Comer Jack 1 1 A0027944 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. Thu Jun 08 09:31:43 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-194p5_4Wr9_UIIyCbysSV1 rGHm6ON919tmaWHz8Ov_ -01 0 1-8-3 1-11-11 0-8-0 1-8-3 3.00 12 3 0 v 0 CA3x4 N 1T1 6 Bill = 4 1-11-11 , 1-11-11 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 0.06 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code F13C2014/TPI2007 Matrix-MP Wind(LL) 0.00 7 >999 240 Weight:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 to bearing plate capable of withstanding 42 lb uplift at BRACING-TOP CHORD joint 3,128 lb uplift at joint 2 and 15 lb uplift at joint 4. Structural wood sheathing directly applied or 1-11-11 oc pudins. LOAD CASE(S) BOT CHORD Standard _ Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 61/Mechanical 2 = 174/0-5-8 (min.0-1-8) 4 = 38/Mechanical Max Horz 2 = 54(LC 8) Max Uplift 3 = -42(LC 12) 2 = -128(LC 8) 4 = -15(LC 12) Max Grav 3 = 61(LC 1) 2 = 174(LC 1) 4 = 38(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; 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. 9raiq-Flxe 9nrgllrrmfv tie7l lo:c'IL:cES;f'.lEg"p lC93tlilNf6G7YPIIe4(7SSC4rt.1`Ij:rCFC6!lPe17EtPfan lNttrcip pv�x:�rrtretre;lwhsuads lnr,Cnila Pneeg{1M)mdlVe6mnrl.rvlr4::rf.rr!cra;r Sot.telur.e.Eelmatrc.irt,:detpCe llo,edr ' ua:trsM,r t�nrssnszr.<ur: ;re>i!<net r,+ira,sgnr{.[qh[nli.e,Sryvlg[gii�?n:,sl ra aariDgrryrt:uls raregraadtiarntnt,n�ergiaenlag,-r=:arrytrrr:ir,amzsnlarn<;a� tnrPIDg arir.a�atrn.netclgan:.aren,.�tarnaa�aa;;rii,siar Anthony T.Tombo III,P.E. ut.r.,lrt;5.uamprriLtse is 6e mpasi'stih dPa g.an,traC.srisoxlamet rgnCnu:L'Itug O:s.gx,n Ba reAedFf!3e�L�r ial rellx lonl aalirsgiodzntrrld.na enn,daGe Ngat verfi:ll.uddeT:ac,;mdeCnrkreivy,laege,iestaUeGaed F.asg,Sf:le ke nsrmiiililrel 80083 nerax�gg rcera ra :nuss#rduilgeadatntncerr:a,fnrsnYra yr r.nlsrmlararn�;nspr.ultirlrrrasruen,iarrre real,tazr.I�lernnen,rnssruuttarc�nlrano: n,Tm,sa:ryr.::rrrcrctrn:ceunarrec.rim 445;St.LucieBlvd. mn�,eta an,;n�A�talar .urrwyyn:si,nhit. rr:,oen[r risE-rnet:mapo-npnr.ulrnr<.Is rage,eAn,.ermaruluraai:at.,:;1.-6,1rdmnn o Fort Pierce,FL 34946 (oppightV7416 Ad Aaol Luss=s-Aethnnyi.LmSo III,P.E.Reprodunian crthitdotumeat in onyhrm,ispmhbitzdwithout sM1e writtenpermissien(rem A-I Ncatimss?t-ArthunyT.Tamgo Ell,P.E. ' Jab Truss Truss Type Qty Ply �68517 J2G Jack-Open Girder 2 1 A0O27945 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 MiTek Industries,Inc. Thu Jun 08 09:31:44 2017 Page 1 ID:fsUmixOQR2AmeKWsmYOcQjzBJCS-mLeBIK59cT6LNvZ9mJT5JaxSh1 k7gPvOXW 71jzaOuz 0-8-0 2-8-8 0-&0 2-8-8 3.00 12 3 c 2 T1 4 a m 1 0 B1 3x4= 4 3-0-0 3-0-0 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 0.35 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0,36 Vert(TL) -0.03 4-7 >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/TP12007 Matrix-MP Wind(LL) 0.03 4-7 >999 240 Weight:10 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 BRACING- to bearing plate capable of withstanding 106 lb uplift at ' joint 3,278 lb uplift at joint 2 and 1101b uplift at joint 4. TOP CHORD tructural wood sheathing directly applied or 3-0-0 oc 7)In the LOAD CASE(S)section,loads applied to the S Struts. face of the truss are noted as front(F)or back(B). purlin BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection,in 1)Dead+Roof Live(balanced):Lumber Increase=1.25 accordance with Stabilizer Installation quCide. ,Plate Increase=1.25 Uniform Loads(plf) REACTIONS. (lb/size) Vert:1-3=-90,4-5=-185(F=-165) 3 — 164/Mechanical 2 = 467/0-5-8 (min.0-1-8) 4 = 234/Mechanical Max Horz 2 = 72(LC 8) Max Uplift 3 = -106(LC 12) 2 = -278(LC 8) 4 = -110(LC 12) Max Grav 3 = 164(LC 1) 2 = 467(LC 1) 4 = 234(LC 1) FORCES.(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Enct.,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. ZtWe�nq-Fssse nrnnllFrerew tae'41 iff;'r?it c8!S3'nER31t 1E4S S tB40itlBli'.Ti?Oui7IIf3''j;�k;tir[wp?6Y h:n p;El tr-ip pi�ssnn nirzaia'ez n Cds L.n Cesi;vDrtriv3P[e;)mu6r d�aarL ruh L':P=.lekrns i'aerEeio:e ne.[tots Yesaise sYef n Ce IPD,edt aLTea[�M Netrs sEzliktsedk:tl<iGC k!<e i A aims Des:a hinev{it,iae:dq FrFiae±;tle;�naajlaD egrauess wanrfr:4ntF> einel es£Astia}reeit[hh*3a ltsilael au;ie}!e?rev;legae![eMIDP 1}ecru tPn ta=ecsllausssitxe,aet,F:eve^rc;,swl:alr Anthony T.Tombo Ill,P.E. rct to v:zsk.mrl�:..Isk u mImAuraa,Cec eeges n6nlfu}Ds �r kndsSeni,d xwtuuua,:frq;vrceltn nen„anemsetw,eia dtSet swa Itz<eT}.revP y 1 Ada _sa:a. :t.Ptasrya =80D83 I}3lfiayC gsue[aa+aarc.Alleles s.'d Pr IP (DxleCie Ig+s.Inn Artr4 Rsre{ttnl Saiq t�elxehm;a(iGIslE tsti lndSYAa I .etS psxgiuxe inle.>lrerstle.esaa+sMlnes nlGhttdn..Ln..Oa:r s,T cos P:,Svs7eentu lnsz Psuh9esn edsss 4451$t.Lucie Blvd. one riv at sdt+v:xnmegntgnrvr fa,NF,.aes unBr3 lae Fe,.DesKa[aq�zw It t�Itleta:Iliq Uesl}u,xrins:iPnez ba eu.nParuiy..tl a}adea l>,s;nenfermaxml Fort Pierce,FL 34946 Cagy14 h1 D 2016 A-I Roof Trusses-Anthony 1.Tampa i]I,P.E.Reamdaiiioa of this document.in any farm,is profillifed without FAe written prmissinn from A-1 Rnf Trusses-Anihanyl.TDmha ill;P.E.