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Home My WebLink AboutTruss Drawings 4451 ST. LUCIE BLVD . ............... FORT PIERCE, FL 34946 PH: 772-409-1010 "`" FX: 772-409-1015 www.AlTruss.com USS'Ert A.rLORID;A, 0,bkP RAT]Of� TRUSS ENGINEERING BUILDER: CALATLANTIC HOMES SF PROJECT: RIVERBEND COUNTY: MARTIN LOT/BLK/MODEL: LOT:2 / MODEL:6511 / ELEV:D / GAR L JOB#: 68632 MASTER#: XSPVS6511 DX OPTIONS: 4' EXT TO MASTER *'f S i 1 Lumber design values are in accordance with ANSI/TPI 1=2007 section 6.3 /4 1 R[3�F These truss designs rely on lumber values established by others. TRUSSES A;FLORIDA CORPORATION j I I I RE:Job XSPVS6511 DX A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fart Pierce,FL 34946 Customer Info: CALATLANTIC HOMES-S FL DIVISION Project Name:VARIOUS SE MODELS Lot/Block: 2 Model: 6511 Address: Subdivision: City: County: Broward 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:45.0 psf Floor Load: 65.0 psf This package includes 127 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003,section 5 of the Florida Board of Professional Engineers Rules. I No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date 1 A0070562 A01 10/26/16 13 A0070574 Al2 10/26/16 25 A0070586' A24 10/26/16 2 A0070563 A02 10/26/16 14 A0070575 A13 10/26/16 26 A0070587 C01 10/26/16 3 A0070564 A03 10/26/16 15 A0070576 A14 10/26/16 27 A0070588 CO3 10/26/16 4 A0070565 A04 10/26/16 16 A0070577 A15 10/26/16 28 A0070589 C04 10/26/16 5 A0070566 A05 10/26/16 17 A0070578 A16 10/26/16 29 A0070590 C05 10/26/16 6 A0070567 A06 10/26/16 18 A0070579 A17 10/26/16 3;0 A0070591 C06 10/26/16 7 A0070568 A07 10/26/16 19 A0070580 A18 10/26/16 3,l A0070592 C07 10/26/16 8 A0070569 A08 10/26/16 20 A0070581 A19 10/26/16 32 A0070593 CA 10/26/16 9 A0070570 A09 10/26/16 21 A0070582 A20 10/26/16 33 A0070594 . CAP 10/26/16 10 A0070571 A10 10/26/16 22 A0070583 A21 10/26/16 34 A0070595 CJ3 10/26/16 11 A0070572 A10A 10/26/16 23 A0070584 A22 10/26/16 35 A0070596 CJ3A 10/26/16 12 IA0070573 I All 10/26/16 24 JAG070585 I A23 10/26/16 36 A0070597 CJ313 10/26/16 The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct This item has been electrenicaiEy signed and sealed byAmhonyTombo,RE., supervision based on the Darameters provided by A-1 Roof Trusses.Ltd. on t0,26r16jusing a digital.sirr t are. Truss Design Engineer's Name: Anthony Tombo Printed ccp safthsau umentarenotcorsdereii,signed.andsealed.The , : signature m sf 6..tieriiedon an}a:actrorome copses, ; My license renewal date for the state of Florida is February 28,2017. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitabilityand use of components for an articular building is the responsibility of the P Y P 9 P tY 0 d building designer,perANSI/TPI-1 Sec.2. mob' `✓ +' The Truss Design Drawing(s)(TDD[s])referenced have been prepared based on the �y C1 � 011i construction documents(also referred to at times as'Structural Engineering Documents i 'dz s tar: provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo PE by[All Roof Trusses or specific location]. These TDDs(also referred to at times as'Structural Delegated °o i 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 Anthony T.noza xn i x t� °a6' Engineer),the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Tombo,III «�M yram� A� 9 9 P tY 9 9 P� Y "Q�+1 Building Designer is responsible for and shall dinate and review the TDDs for ter« compatibility with their written engineering re uirem nts. Please review all TDDs and all Anthony Tombo,P.E. related notes. t` 38 B CA2 21 00 00 00 00 4C 12 871 . ...PT ...... _. Page 1 of 2 i I r Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 =.AEI ROOF These truss designs rely on lumber values established by others. TRUSSES A KORIDA CORPORATION. RE:Job XSPVS6511 DX I No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date 37 A0070598 CJ3P 10/26/16 75 A0070636 FL07 10/26/16 113 A0070674 MV2 10/26/16 38 A0070599 CJ5 10/26/16 76 A0070637 FL08 10/26/16 114 A0070675 MV3 10/26/16 39 A0070600 CJ513 10/26/16 77 A0070638 FL09 10/26/16 115 AO070676 MV4 10/26/16 40 A0070601 D01 10/26/16 78 A0070639 FL10 10/26/161 116 A0070677 MV5 10/26/16 41 A0070602 D02 10/26/16 79 A0070640 FL11 10/26/16 117 A0070678 MV6 10/26/16 42 A0070603 D03 10/26/16 80 A0070641 FL12 10/26/16 118 A0070679 MV8 10/26/16 43 A0070604 D04 10/26/16 81 A0070642 FL13 10/26/16 119 A0070680 RG01 10/26/16 44 A0070605 D05 10/26/161 82 A0070643 FL14 10/26/16 120 A0070681 RG02 10/26/16 45 A0070606 D06 10/26/16 83 A0070644 FL15 10/26/16 121 A0070682 V12 10/26/16 46 A0070607 D07 10/26/16 84 A0070645 FL16 10/26/16 122 A0070683 V16 10/26/16 47 A0070608 D07A 10/26/16 85 A0070646 FL17 10/26/16 123 A0070684 V4 10/26/16 48 A0070609 D08 10/26/16 86 A0070647 FL18 10/26/16 124 A0070685 V8 10/26/16 49 A0070610 D09 10/26/16 87 A0070648 GE1 10/26/16 125 A0070686 WG01 10/26116 50 A0070611 D10 10/26/16 88 A0070649 GE2 10/26/16 126 A0070687 WG02 10/26/16 51 A0070612 D11 10/26/16 89 A0070650 GE3 10/26/16 127 A0070688 WG03 10/26/16 52 A0070613 D12 10/26/16 90 A0070651 GE4 10/26/16 53 A0070614 D13 10/26/16 91 A0070652 GE5 10/26/16 54 A0070615 D14 10/26/16 92 A0070653 HC4 10/26/16 55 A0070616 D15 10/26/16 93 A0070654 HJ1 10/26/16 56 A0070617 D16 10/26/16 94 A0070655 1-1J2 10/26/16 57 A0070618 D17 10/26/16 95 A0070656 HJ3 10/26/16 58 A0070619 D18 10/26/16 96 IA0070657 HJ4 10/26/16 59 A0070620 D19 10/26/16 97 A0070658 HJ5 10/26/16 60 1 A0070621 EG6 10/26/16 98 A0070659 HJ5P 10/26/16 61 A0070622 FG1 10/26/16 99 A0070660 HJ7 10/26/16 62 A0070623 FG2 10/26/16 100 A0070661 J3 10/26/16 63 A0070624 FG3 10/26/16 101 A0070662 J4 10/26/16 64 A0070625 FG4 10/26/16 102 A0070663 AG 10/26/16 65 A0070626 FG5 10/26/16 103 A0070664 J5 10/26/16 66 A0070627 FG6 10/26/16 104 A0070665 BA 10/26/16 67 A0070628 FG7 10/26/16 105 A0070666 J513 10/26/16 68 A0070629 FL01 10/26/16 106 A0070667 J5P 10126/16 69 A0070630 FL02 10126/16 107 A0070668 J6 10/26/16 70 A0070631 FL02A Ik6/16 108 A0070669 J6G 10/26/16 71 A0070632 FL03 10/2611.6 109 A0070670 J6P 10/26/16 72 A0070633 FL04 10126116 110 A0070671 J7 10/26/16 73 A0070634 FL05 - 10/26/16 111 A0070672 RA 10/26/16 74 A0070635 FL06 10/26/16 -112 A0070673 MV10 10/26/16 Page 2 of 2 Job Truss Truss Type Qty Ply 2 Std Pac/6511 EL D XSPVS6511 DX A01 Roof Special Girder 1 A0070562 Job Reference o Clonal 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. Wed Oct 26 15:25:50 2016 Page 1 I D:W?quLcRRe?LfzLe98RjH4yHM91-zQalv3CAYSnfmFb5s2YxHz4FGv?cehr87A9KnOyPW P? r1-4-Q1-10-14,3-10-154 9-0-7 14-2-0 17-4-0 20-6-0 26-4-12 31-2-0 36-1-0 1 4-0 1-10 0 5-1-9 5-1-9 3-2-0 3-2-0 5-10-12 4-9-4 4-11-0 Dead Load Defl.=1 in 5x6= 6 3x4 3x4 5-� 7 5x6= 3x8= 1.5x4 11 4x8= 4.00 12 5x6= 8 9 7 10 11 5x6= T 1.5x4 11 W2 4 0 1 2 2 Vi 12 2 N 0 31 32 20 19 S3 18 34 17 35 16 15 36 14 37 38 39 13 40 41 42 12 4x4= 3x6= 3x4= 3x6 11 3x8 is 3x6= 4x6= � 3x8 MT20HS-- 3x6 = 3x8= 5x10 MT20HS WB= 11-10-14 3-10-14 9-0-7 14-2-0 17 4-0 20-6-0 23-2-0 264-12 , -2-0 , 36-1-0 , 1-10-14 2-0-0 5-1-9 5-1-9 3-2-0 3-2-0 2-8-0 3-2-12 1141 -9 4 4-11-0 Plate Offsets(X,Y)- [7:0-1-8,0-1-81,[11:0-2-12,0-2-01,[12:0-5-0,0-1-01,[14:0-4-0,0-1-81 .I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.77 16-17 >557 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -1.50 16-17 '>288 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(TL) 0.22 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:397 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 7)Plate(s)atjeint(s)1,3,4,6,8,12,2,19,21,20,5, T5:2x4 SP M 30 BOT CHORD 18,7,17,16114,9,10,13 and 11 checked for a plus BOT CHORD 2x4 SP M 31*Except* 2-30=-3087/7301,2-31=-1462/3597, or minus 0 degree rotation about its center. B3:2x6 SP 240OF 2.0E 21-31=-1462/3597,21-32=-3940/9229, 8)Plate(s)at joint(s)15 checked for a plus or minus 3 WEBS 2x4 SP No.3*Except* 20-32=-3940/9229,20-33=-2732/6580, W13:2x4 SP No.2 19-33=-2732/6580,18-19=-2732/6580, degree rotation about its center. 9)This t as been designed fora 10,0 bottom OTHERS 2x4 SP No.3 18-34=-3543/8106,17-34=-3543/8106, load BRACING- 17-35=-5894/13234,16-35=-5894/13234, chord liveo l load nonconcurrent with any otherrli live TOP CHORD 16-36=-6446/14136,15-36=-6446/14136, loads. 10) This truss has been designed for a live load of Structural wood sheathing directly applied, except end 14-15=-6443/14133,14-37=-6446/14136, 20.Opsf on tte bottom chord in all areas where a verticals. 37-38=-6446/14136,38-39=-6446/14136, rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD 13-39=-6446/14136 bottom chord and any other members. Rigid ceiling directly applied or 6-7-1 oc bracing: WEBS 3-21=475/1490,4-20=-2672/1219, 11)Refer to girder(s)for truss to truss connections. REACTIONS. (lb/size) 5-20=-110/724,5-18=-1345/662, 12)Provide r�nechanical connection(by others)of truss 12 = 3643/Mechanical 6-18=-1401/3288,7-18=-3801/1784, to bearing plate capable withstanding 1710 lb uplift at joint 12 and 1067 lb uplift at joint 2. 2 = 2385/0-4-12 (min.0-1-8) 7-17=-1468/3314,8-17=-6049/2773, 1 Max Horz 8-16=-371/573,9-16=-1765/1443, 13)This truss has been designed for a moving 2 = 195(LC 4) 9-14=-885/2289,9-13=-6371/2824, concentrated load of 250.01b live located at all mid Max Uplift 10-13=-576/451,11-13=-4008/8640, panels and at all panel points along the Bottom Chord, 12 = 1710(LC 5) 4-21=-5814/2533 nonconcurrent with any other live loads. 2 = 1067(LC 4) 14)Hangers)or other connection device(s)shall be Max Grav NOTES- provided sufficient to support concentrated load(s)129 12 = 3723(LC 37) 1)2-ply truss to be connected together with 10d lb down and'37 lb up at 1-10-14,141 lb down and 146 2 = lb up at 28-4-12,141 lb down and 146 lb up at 2385(LC 1) (0.131"x3")nails as follows: 30-4-12,and 141 lb down and 146 lb up at 32-4-12, Top chords connected as follows:2x4-1 row at 0-7-0 and 141 lb down and 146 lb up at 34 4-12 on top FORCES. (lb) oc. chord,and 250 lb down and 10 lb up at 1-10-14,2064 Max.Comp./Max.Ten.-All forces 250(lb)or less except Bottom chords connected as follows:2x4-1 row at lb down and,953 lb up at 26-4-12,291 lb down and 23 when shown. 0-9-0 oc,2x6-2 rows staggered at 0-5-0 oc. lb up at 28 4-12,291 lb down and 23 lb up at 30 4-12 TOP CHORD Webs connected as follows:2x4-1 row at 0-9-0 oc. : and Art lb 8own and 23 lb up at 32-4-12,and 291 lb 2-3=-3922/1442,3-4=-3913/1444, 2)All loads are considered equally applied to all plies, down and 23 lb up at 34-4-12 do bottom chord. The 4-5=-6958/2840,5-6=-5713/2484, except if noted as front(F)or back(B)face in the design/selec)ion of such connection device(s)is the 6-7=-5678/2483,7-8=-8564/3771, LOAD CASE(S)section.Ply to ply connections have responsibility of others. 8-9=-13251/5899,9-26=-8215/3822, been provided to distribute only loads noted as(F)or 26-27=-8215/3822,10-27=-8215/3822, (B),unless otherwise indicated. 10-28=-8215/3822,28-29=-8215/3822, 3)Unbalanced roof live loads have been considered LOAD CAS (S) 11-29=-8215/3822,11-12=-3456/1669 for this design. Standard BOT CHORD 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2-30=-3087f7301,2-31=-1462/3597, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Plate Increase=1.25 21-31=-1 462/3597,21-32=-3940/9229, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 20-32=-3940/9229,20-33=-2732/6580, (envelope);cantilever left and right exposed;Lumber Uniform Loads(plf) 19-33=-2732/6580,18-19=-2732/6580, DOL=1,25 plate grip DOL=1.25 Vert:1-34 70,3-4=-70,4-6=70,6-8=-70,8-11=-70, 18-34=-3543/8106,17-34=-3543/8106, 5)Provide adequate drainage to prevent water 12-23=-20 17-35=-5894/13234,1 6-3 5=-5 89411 32 3 4, ponding. Concentrated Loads(lb) 16-36=-6446/14136,15-36=-6446/14136, 6)All plates are MT20 plates unless otherwise Vert:21(B)2 -101(B 4(B)-58(B) 1(Bj 8(B) 1(Bj 14-15=-6443/14133,14-37=-6446/14136, indicated. 28=-101(B}2=-58(B(B)37=-58(B)39=-58(B) 40=-58(B}42=-58(B) - - Etr,�t;9:k f:'arm+`t;f�ie_tke k193r1EEtliSy'f4tt�Es&!11.°ULltfi�kiknf([BuFft€FQ'IA�'SK•JYr"s�6'�iAt�hirs,ififi 4ttprna�'E�seKieefkE7E!aat't iaisirea3x:Eo�epil9L,ai°l9E Ss�S.�1.'fkiait0.r£4,4�af4kttEk�tt sx k;mstxles ix Ott 3a'ali, YIif1:E E,-.(:..asb3':dtf56lltt 13t lCEttietn`�.il8TT54iEit}l(LSIkH)S'C.1rtCfRJTftt D:i.E35fII MU'li Eg's'Alwfr tffvi41lt Yc<Pl�tHdlt ryPEt{bF:PSaf31S�1C)fti SiP{FS}Fa.{Ftti{k§13TE}$Sfr06}Ai.t(fiHl(,Rffi]if L Isam wEtvy Arithorly T.Tombo tlfr P.E, 2�eSBA5lfrJeSf(.ff aBr Set:fapU�3tIIitffif�Cavy llax.6F15;b!G*BEif38�5t1 kflytfltifS2 r8 3$E 1]F 18t'sel�`�E•P@}�{FF�v CI1 f t1 EPSFIk3$kl�3t(1 TUtr�iFitlLulr;a�k 6k('i¢I1 a t3f ItiLSEma.iy2 ;ffitl¢,RIBra.,.d€ELiYj I'�Ct nt E1kE. Jekt �t1..�Qt�i3 3d r8i:it6j"agcudritmEsr.fAURi iAls(9(kt TweTt[a{f¢r(keit5�i36fi k.52'tit�Tt':(4Mf":$r')~(1$' (TQ�(fF{iLE3tf{�Hef.4L16fE1fIFIY1kiEE^^`ICE:t :$3PRlS:FEItij6UVS.R,.E$IS'nht)RSS�PSI£t,rtY fiCi„3 rDfHI Q{`:RfF}i,£r3d»Y H1f5: 4451 st.:.i,cia alvd, i$fib{iP#tstti#a Cm.`siapwdgfa iaxf E}d;rsEts tahfi 3ET fss 7sipterskx is Cak6nuifp_,•i.Nw ssta Ey2ktfidatF 3 p.AG rt{h..z,d i.cSmazAet(mrF€i, Fort P'serce,FG S494t'+ t°F)T'fiE1 i8fbA-I Faoftissses-AEn3csrLTambo tP,R.E,ieprcdaicn d1his da-lst,maapTerm,is prdiWtdQhlw1lhawit':ea permissi^OwmA-I Rod Traits•AmficzpL lmmla 111,M t J Job Truss Truss Type QtY Ply �Std Pac/6511 EL D XSPVS6511 DX AO2 Roof Special 1 1 AO070563 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. Wed Oct 26 15:25:51 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-Rc877ODoJmvWNPAIQ13AgAdTnIHJN9OHLqutKSyPW P_ 6-9-0 12-2-0 16 6-0 22-3-11 28-3-5 34-1-0 6-9-0 5-5-0 4-4-0 5-9-11 5-11-9 5-9-11 5x10 MT20H5= Dead Load Defl.=11116 in 4.00 F12 3 5x10 MT20H5= 4x8= 3x8 MT20HS= 3x4 II _ 1.Sx4 4 3x4= 8 2 TA 6 --f� VJ4 `r 0 1 N A 18 19 14 20 13 12 21 11 10 22 - 3x4= 3x8 MT20HS= 9 3x10= Sx10 MT20HS= 3x4= 5x8—3x6= — 8-10-12 16-6-0 25-1-12 34-1-0 8-10-12 7-74 8-7-12 8-114 Plate Offsets(X,Y)— r7:0-3-12,0-2-01 r9:Edge 0-3-0] r12:0-4-0 0-1-8] LOADING(pso SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.57 12 >712 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.08 10-12 >379 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:160 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30*Except* WEBS B1:2x4 SP No.2 2-14=-434/600,3-14=431/657, WEBS 2x4 SP No.3*Except* 3-12=-2284/2825,4-12=-1948/1777, W3:2x4 SP No.2 5-12=-370/573,5-10=-944/980, BRACING- 7-10=-880/1281,7-9=-2944/2511 TOP CHORD Structural wood sheathing directly applied or 2-104 oc NOTES- purlins, except end verticals. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 2-2-0 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 1 Row at midpt 3-12,7-9 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS MiTek recommends that Stabilizers and required (envelope)and C-C Exterior(2)zone;cantilever left cross bracing be installed during truss erection,in and right exposed;C-C for members and forces 8t accordance with Stabilizer Installation guide. MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 1 = 1544/0-8-0 (min.0-1-13) ponding. 9 = 1510/Mechanical 4)All plates are MT20 plates unless otherwise Max Horz indicated. 1 = 195(LC 12) 5)Plate(s)atjoint(s)1,3,4,6,8,9,14,2,12,5,10,7 Max Uplift and 11 checked for a plus or minus 0 degree rotation 1 = -569(LC 8) about its center. 9 = -677(LC 9) 6)Plate(s)at joint(s)13 checked fora plus or minus 5 Max Grav degree rotation about its center. 1 = 1544(LC 1) 7)This truss has been designed for a 10.0 psf bottom 9 = 1510(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 8)*This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.0psf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 1-2=-3736/3176,2-3=-3423/2921, 9)Refer to girder(s)for truss to truss connections. 34=-5232/4423,4-5=4818/4027, 10)Provide mechanical connection(by others)of truss 5-6=-3703/2976,6-7=-3703/2976 to bearing plate capable of withstanding 569 lb uplift at BOT CHORD joint 1 and 677lb uplift at joint 9. 1-18=-2349/2622,1-19=-3135/3477, 11)This truss has been designed for a moving 14-19=-3135/3477,14-20=-2438/2837, concentrated load of 250.01b live located at all mid 13-20=-2438/2837,12-13=-2438/2837, panels and at all panel points along the Bottom Chord, 12-21=-3692/4393,11-21=-3692/4393, nonconcurrent with any other live loads. 10-11=-3692/4393,10-22=-2304/2725, 9-22=-2304/2725 WEBS LOAD CASE(S) 2-14=-434/600,3-14=-431/657, Standard 3-12=-2284/2825,4-12=-1948/1777, - '-- Rasnfl sE'snyJ;r?ieahe#II 1sGS T�SEU7"y.A2St:EPJtStGkr":tVtl::lcd�.lR[1F`SAih"iBEY:bt`hrrs.Sfr.(;l ixtp cs,ts¢EitEt ak tx trs Es Fa,sr pplFEr.3l+sSal4t:t7.'.t€s1;Lft.1_kefan 7kef7 E:tsnn Ca t' f.a esAt ltC,telr W:tk;¢+fvpY£S 4-pF PS'hrt�P lr:4 Itrt Pt.}t.t'tP ttgt P,.ptr,EkreEg:l PtpPriG3 iFe a'rErta.'! l°£rf"✓1-F!}'s�ttt�-3.f`iS..C(.tttNtfaiptif@PSI`y1t13'#SStp1d;p(tI.()J 3ftfi tp(d tPQ4S].t}aFpS,.t.Y.t'Si 5E45,i1i 7, Anthory T.Tombo Ii:,P.E. sdne�'ust s sx txgt�pu zE c,itu.;sro h^.caisaa'.xEa tasPalet&Gx!p px taheEs..-i 1L rt,#Ptur IP des3eg;t.sd.Fll raae;pts(d:t5P1 pua r-ieN,E I1P txnc:sgstym p tJ:ataGu >bfl'6 fix hc-i:tpai s 80083 ' 3f Ea.dvg i_.yyt} fq 37 sa4ssdnt�ru l'Set fv prri:ss¢#gzrdi s2'.Pa[fitn7G zisSYtits'te'ais TtSPs«fts+atky Hrs3S€.IPn(PF(Ptx£^gev�d ga£zfx,r't.d{(sesAe tPip.a,ra7..Eesdt�:}aGdFinssGeE.gcka.{Pe;a[a¢a».r Ext'(tslc,lt :r,acL•ss 4451 it,Lucie Blvd, EfEHatt REd 3FPtEnY3 tj.tA49tE p%iF�pa d'p 4 it$.Fd,2tl.sf�.51 (tpifC:'Cgs.:fErkpfteg.ftlptt:.�rf}i}IA.f{»1A'�tEP pLltltp. :[fpfQ'Itd{;y{tS t±td Li trl�. Fort.Pierce{Ft.34946 Copprig4ltC?316A1Reo1I{uses AAhearyi.letn6oII1,P.€x'epredafiendiNsdetunte,inony rum,espreu3a,ed.dhoollhendrenperm(ss{eeheMA-I feel Trusses-Anthery1,lac@olll,P'E I 1 Job Truss Truss Type Qty Ply Std Pac/6511 L D XSPVS6511 DX A03 Roof Special 1 1 A0070564 Job Reference(opt i onal 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. Wed Oct 26 15:25:51 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-Rc877ODoJmvWNPAIQ13AgAdRVILnNAoHLqutKSyP W P_ r1-4-0 6-5-14 12-2-0 14-6-0 21-1-4 27-5-12 34-1-0 1 4-0 6-5-14 5-8-2 2, 6-7-4 6-4-7 6-7 4 Dead Load DeB.=9116 in 5x6= 3x6= 4.00 12 4 5x6= 3x4= 3x8 MT20HS= 3x4 11 � 5 6 7 8 9 1.5x4\\ 3 N/4 ir> 1.5x4 112 1 20 21 15 22 14 13 23 12 11 24 10 3x4= 3x8 MT20HS= 3x4= 5x6 3x6= 3x8 4x8 MT20HS= = 7-6-2 14-6-0 24-1-12 34-1-0 7-6-2 6-11-14 9-7-12 I 11 9-11-4 Plate Offsets(X Y)-- [8:0-2-0 0-1-8),[10:0-3-0,0-3-0) 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in' (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.54 10-11 >751 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -1.05 11-14 >386 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:168 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except* T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 3-15=-389/554,4-15=-615/743, WEBS 2x4 SP No.3 4-14=-1510/1941,5-14=-1542/1404, OTHERS 2x4 SP No.3 6-14=-116/327,6-11=-738/821, BRACING- 8-11=-697/1065,8-10=-2667/2276 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc NOTES- purlins, except end verticals. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 3-11-14 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf- 1 Row at midpt 8-10 h=25ft;Cat.11;Exp C;En61.,GCpi=0.18;MWFRS MiTek recommends that Stabilizers and required (envelope)and C-C Exterior(2)zone;cantilever left cross bracing be installed during truss erection,in and right exposed;C-C for members and forces& accordance with Stabilizer Installation guide. MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 10 = 1511/Mechanical ponding. 2 = 1637/0-8-0 (min.0-1-15) 4)All plates are MT20 plates unless otherwise Max Horz indicated. 2 = 257(LC 8) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 10 = -680(LC 9) 6)This truss has been designed for a 10.0 psf bottom 2 = -669(LC 8) chord live load nonrwncurrent with any other live Max Grav loads. 10 = 1511(LC 1) 7)*This truss has been designed for a live load of 2 = 1637(LC 1) 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Refer to girder(s)for truss to truss connections. when shown. 9)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 680 lb uplift at 2-3=-3770/3134,34=-3593/3072, joint 10 and 669 lb uplift at joint 2. 4-5=-4079/3449,5-6=-3786/3177, 10)This truss has been designed for a moving 6-7=-3181/2546,7-8=-3181/2546 concentrated load of 250.O1b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-20=-2301/2547,2-21=-3 1 6 713 51 3, nonconcurrent with any other live loads. 15-21=-3167/3513,15-22=-2456/2846, 14-22=-2456/2846,13-14=-3101/3680, LOAD CASE(S) 13-23=-3101/3680,12-23=-3101/3680, 11-12=-3101/3680,11-24=-2052/2426, Standard 10-24=-2052/2426 WEBS 3-15=-389/554,4-15=-6151743, 4-14=-1510/1941,5-14=-154211404, _... - >Easf:•Prr"srsa.,^tr£raien C±411'rk7tMifEllti'tS!RYrti'WS3iwaP:?i{;12.!?,"i7!ti'iXW tntassetpxaeskrzar£eflazhse;PisFnssg stsiy(1&bin{6£SAksatl."C6tEi±&:!ntt S4ralrfte nf.tsS rF.axs!sA'.a iota't4,Kill 16`:d:a:]ry'-�£s itfilfau8tnfi!It2bknSQd`.a G^+a m,r:q£ssttz.e,'t!sf� et.oal£Af%¢ot7PPn;rnea':rcs!fpxrf zkirdu nd v#r f£fei a{.i i yfu txfetg:itrhtsiryNi nsf li'k3 U!Fi6at,eis£[if I,i#eGsi tasms}Gas,('a.,ry G,xxs,sraetl:3; AnthQny T.Tomb0 III,P.E. x3rce a'dis tna!�ntixJt,pd�rtq.ati#u:rrd 3_x ta•.fffs afii rdv;aaterdati tuit±e,if 6x x•a>0±1f,£6rnitS±lfo!#xa!;:S±xd fU 1.!sfi£faU adf§ei:aw up aeiSxx i.a r:L aRyxTaysnrq 4kklx,ns�fiucgrM,la bxestn:ait.tta' #80083 ' t£GTfi";Pr Wtrif!R('ft .Z:Yl551fE}9dtr�n({32rfkGif56{b:j,±S3�7!?.hid. {4'.�C t.9h{THSG1a&Sr�r ra iiSl�r(`htLjt.AiR kttA(..tn(Fe!Rl itii:6 £'1k:S4f!lftfa.A:R£x GFt,4f4�Y.BtSi14 Vb st.[fdi£P?kPE{L,74?E£C{�n:5'#>.BthtYx:fSf 44515t L11de Blvd. r3f£ar! oftia(fMdstfdqnhr£.N1!CIRWaakcNlms9srrFq�!x;R1tfkukgssFsxxt'ssssu:a&5teffdoa! ,.u"Sfw8 dlasaauethti111N-0. fort pierce,FL3L946 lopogtlCse)16kl Roof crosses kntbeayt.to.be III,p,E.R:pmdud;aneit5sdommen?,inanyGan,ispro53itrd•,ibaefthenaYeaprrmissiaei£omk3Rooiirl«s-Anlhecyt.lc.:5oi6:A.E I i Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511DX A04 Hip 1 1 A0070565 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:25:52 2016 Page 1 ID:W?quLcRRe?Lf7Le98RjH4yHM91-vpiV KkER431 N?ZIU_TaPMOAcEihP6iuRaUeRruyPWOz 1 4-0 5-11-7 11-10-0 17-0-8 22-3-0 28-1-9 34-1-0 14-0 5-11-7 5-10-9 5-2-8 5-2-8 5-10-9 5-11-7 Dead Load Defl.=7/16 in 5x8= 1.50 11 5x8= 4.00 V2 4 5 6 T 3x4 3x4 3 7q ico iv I 1.5x4 11 2 8 n 0 21 22 13 23 12 24 11 25 10 26 9 27 286 3xfi= 1.5x4 11 5x6= 3x8= 5x6= 1.5x4 11 3x6 5-11-7 11-10-0 17-0-8 22-3-0 28-1-9 34-1-0 5-11-7 5-10-9 5-2-8 5-2-8 5-10-9 5-11-7 Plate Offsets(X Y) [4:0-5-8 0-2-8] 16:0-5-8 0-2-8] [8-0-1-6 Edge] 110-0-2-0 0-3-0] 112:0-2-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.39 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.67 11 >614 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.20 8 n/a n1a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:165 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30*Except* 3-13=0/319,3-12=-730/725, 132:2x4 SP No.2 4-12=-197/492,4-11=-315/526, WEBS 2x4 SP No.3 5-11=-396/443,6-11=-311/523, OTHERS 2x4 SP No.3 6-10=-201/494,7-10=-739/742, BRACING- 7-9=0/322 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 3-11-1 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; cross bracing be installed during truss erection,in h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS accordance with Stabilizer Installation uide. (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces& REACTIONS. (lb/size) MWFRS for reactions shown;Lumber DOL=1.25 plate 8 — 1533/Mechanical grip DOL=1.25 2 = 1628/0-8-0 (min.0-1-15) 3)Provide adequate drainage to prevent water Max Horz ponding. 2 = 112(LC 16) 4)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 8 = -682(LC 9) 5)This truss has been designed for a 10.0 psf bottom 2 = -792(LC 8) chord live load nonconcurrent with any other live Max Grav loads. 8 = 1533(LC 1) 6)*This truss has been designed for a live load of 2 = 1628(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 682 lb uplift at 2-3=-3776/3167,3-4=-3102/2640, joint 8 and 792 lb uplift at joint 2. 4-5=-3197/2844,5-6=-3197/2844, 9)This truss has been designed for a moving 6-7=-3105/2643,7-8=-3794/3185 concentrated load of 250.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-21=-2092/2465,2-22=-2885/3523, nonconcurrent with any other live loads. 13-22=-2885/3523,13-23=-288513523, 12-23=-2885/3523,12-24=-2205/2894, 11-24=-220512894,11-25=-2208/2897, LOAD CASE(S) 10-25=-2208/2897,10-26=-2903/3541, Standard 9-26=-2903/3541,9-27=-2903/3541, 8-27=-2903/3541,8-28=-221912561 WEBS 3-13=01319,3-12=730/725, 4-12=-1 97/492,4-11=-315/526, 6trsa fltast.tsr,Ft t*ie_ttt x"s:R43Yi°Sfti!Cd5Lt3R Ru&i44'.}35 el4s"UP(Sl.:Kt9R".SCDi%{'tus.tetFikss;T e:.s«as¢rt dy Ers;n si r-raivtclCCxaihs i�ssri c-aS1,4 t .,es.�as N a':G4,wir keF:exxaJ:ep Ksta Fxasea(«Ttt@EnSs xnGi Hsr•x:tdxfiinkt la,:e.,dekly itaua„.,,xe.ex mfi6krxzesv'hruy.et4s x..sepefn,coral;<ge[Aap.e.F.n'Y 4s,'�:tLaxs ylaU.,a(i fedx,t(rJW ht iEl i.:cett.ipaswmpt¢fs.Tail frhl', Anthony T.Tornbo IN,P.E. ems: nnrnn,ra«sianlu r:.F u�, .eer,L rs «rty� c rFze; �x ixeett,N «<Yiarmkfx.i.hax;F1. ;t8e 0 ' ltFGerey edTcaxx!¢a :eb�nuTsaab.F**s<ii«-t nxT i� i �m�ss�i Frsi�sam rr«anr'ar« e m!dr e:se aoa.r .rat i,tr.rusx �.roe.n>�r w« a,«.,e�aa: « , 445t5E.!udeBlvd, :4un.r..n iz;s(tr.#afieed bwr3'v3F,r&F esx_rxtxsf..el.us 2sipFa,,ar r.521 it aF trsy,t TasS.rst:aFs;iFe,tivsx 4s:aiap.l..adt�axd.�:mssle;+:dA1fieL FaEt Pierce,FL 34946 � t°P7rigt3�:i314 A-1 Rnnt ldcues-AntFecyi.InoRe IL',F.E.Bapmduoine e115isdrtmmtfi'.in aay(c-rar,is pratribiErd*stbnoilhe»rit!en permiss'ce',omh-t Rani Trasus-Aaihaapl.3ac�o ilL P.E 1 Job Truss Truss Type my Ply Std Pac/6511 EL D XSPVS6511DX A05 Hip 1 1 A0070566 Job Reference o J vial Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:53 2016 Page 1 I D:W?quLcp?Re?LfzLe98RjH4yHM91-N?GtX4E3rN9EdiJgYA5evbioS6zFr3Eap8N—NKyP WOy ,1-4-0 7-0-3 13-10-0 20-3-0 27-0-13 34-1-0 14-0 7-0-3 6-9-13 6-5-0 6-9-13 7-0-3 i I 4.00 FIT 5x8—_ Dead Load Defl.=1/2 in Sx6= Tq 5 6 3x6� i 3x4 3x4 a 3 4 7 5 1 I 1.5x4 112 8 �2223 14 24 13 12 25 11 10 26 9 27 280 3x6= 1.5x4 11 3x8 MT20HS= 3x8= j 1.5x4 I I 3x6= 3x4= 3x8 MTWHS= 13-10-0. 20-3-0 27-0-13 34-1-0 7-0-3 6-9-13 6-5-0 1 6-9-13 7-0-3 Plate Offsets(X,Y)— [5:0-5-8,0-2-8),[8:0-1-2,Edge) ] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.38 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.75 12-14 >543 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:159 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 3-14=01359,3-12=-896/919, OTHERS 2x4 SP No.3 5-12=-240/538,6-11=-242/489, BRACING- 7-11=-907/931,7-9=0/361 TOP CHORD i Structural wood sheathing directly applied or 3-6-1 oc NOTES- pudins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 2-2-0 oc bracing, 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Except: Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=S.Opsf; 4-1-14 oc bracing:11-12. h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS MiTek recommends that Stabilizers and required (envelope)and C-C Exterior(2)zone;cantilever left cross bracing be installed during truss erection,in and right exposed;C-C for members and forces& accordance with Stabilizer Installation guide. MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 8 = 1533/Mechanical ponding. 2 = 1628/0-8-0 (min.0-1-15) 4)All plates are MT20 plates unless otherwise j Max Horz indicated. 2 = 127(LC 16) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 8 = -669(LC 9) 6)This truss has been designed for a 10-0 psf bottom 2 = -779(LC 8) chord live load nonconcurrent with any other live Max Grav loads. 8 = 1533(LC 1) 7)`This truss has been designed for a live load of 2 = 1628(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Refer to girder(s)for truss to truss connections. when shown. 9)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 669 lb uplift'at 2-3=-3731/3160,3-4=-2858/2460, joint 8 and 779 lb uplift at joint 2. 4-5=-2780/2480,5-6=-2652/2456, 10)This truss has been designed for a moving 6-7=-2860/2482,7-8=-3742/3172 concentrated load of 250.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-22=-2068/2378,2-23=-2863/3472, nonconcurrent with any other live loads. 14-23=-2863/3472,14-24=-2863/3472, 13-24=-2863/3472,12-13=-2863/3472, 12-25=-2000/2650,11-25=-2000/2650, LOAD CASE(S) 10-11=-2875/3484,10-26=-2875/3484, Standard 9-26=-2875/3484,9-27=-2875/3484, 8-27=-2875/3484,8-28=-2202/2481 WEBS 3-14=01359.3-12=-896/919, 5-12=-240/538,6-11=-242/489, ........ ........ 3rtrt=r•Rusfht'r',-'t;ttriestEe'k,r§:ir4SS:T(rrllrJ'y EEAOrEiEl4S8tOkt')}StISPd."E9Sq•)f;r&4A:t"E�';S7`hta.rnl.H€�1aueVasvinited,s i. 7 n&s*msEra•f m IlM,nies ri3rnT Sa3aCLtEtlmeufl3ulPefittrse 6ni arst a•tl tab't4,u YlittJCt tY piYtS SS"{t}S!!!G>.3f1['itt3tA�l.i;ti?:4 itilri rtpielGl L,IptCSlir!�j'Up�t:t 6l�rTi�'.fdPSC"t1i:tEr'.P`2�CSfiE`tlt'45Bt tf�9eFlipttfr55S uC(IIX hY{rU'airrit5l phi!}SSftri.'It4,9 Lt i'�ti�r,t(Lt1 HIL'ekteopZ 4L£1.(r:r L`tIS,S lild! AnftnY T.TQn3tro tt:,P.E. HMO'!' „tarsr4;:tteju�r:{ttsa t,(5�".eu.3sC.ee!satirvdtS+.iln,k tr<lsp tsya«,,t 6e xtt1 ti 7r,�R..'wn3lndtaiuIXr;r.:xA3lL ruykmddl4ti:atef try itf,tdxt t maiagia�zp.sta t,t,+<Itim a�t;t:s>!d 6 f'ulntt:u`i:7i� x 80083 ' 8t ratii;t,�,�..s,!(tena(dt.r7srtssattrsBer7'Ju,!brpztas tifrts!!nes iSt3e rau'grfrrav!4a?.]k$unZ aStS({ttSlsrltr lalS!:;h ue Ftftttnt9hr{rmlrtifu:ti9-!ltrls354t teyai:;,sn!!ia!sa`htLzss6m.tt,rro53 wCn Ee .traRrt,s 4.a,�seirs,,aF.ss 44515t'.Lucie Blvd. aSu*fr9¢n!1 Spattt;ii�et9 sita6r5:fiapEr Ul panfsaui.eL Belross r35f}ttrp¢tY,;A7 let xtsleshsx.e:rtuSisiftt!!Si3urtitrs kert,sg.IGurtf:ndh:as tnut:`e:daitil' Fort Pierce,FL 34946 tb ri tiQ 2016 A-1 AeofUeszes-AntS:c I.Tomb ill,el Re rodudian a iibivilatimenr,inoa I•im,is m3ibirtd.il6nenhe xrinen efmissian l,em AA Rooiir um-Antht T.is,la lll,P•E PY 5� Y P Y• P P Y Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX A06 Roof Special 1 1 AO07O567 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:25:53 2016 Page 1 I D:W?quLer?Re?LfzLe98RjH4yHM91-N?GtX4E3rNg EdiJgYA5evbinb6_Wr2Rap8N_NKyPWOy 17-8-8 16-3-0 -1-4-0 5-2-14 10-11-3 15-10-0 1 8 1918 26-5-8 3.1_7-0 1-4 5-2-14 5-8-5 4-10-13 0 1-5-8 2-0-0 6-9-0 7_7$ 0-2-8 4.00 12 5x6= Dead Load Defl.=7116 in 3x4 5x6= 5x6= 6 7 3x8 MT20HS-- 8 5 ? 4 3x4 1.5x4 z 9 3 1n 1.5x4 II n 2 s 10 24 Y M 25 16 15 26 14 27 13 12 28 11 29 30'6' 3x6 3x4= 5x6 WE= 3x8= 3x8= 4x6= 1.5x4 11 3x6= = 17-M 16-3-0 8-9-5 15-10-0 1 wo 19-M 26-5-8 1-0 8-9-5 7-0-11 0 1-5-8 2-" 6-9-0 7-7-8 0-2-8 Plate Offsets(X,Y)-- [10:0-0-14 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.37 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.72 14-16 >565 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:173 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' T3,T4:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30*Except` 3-16=-437/621,5-16=-179/533, B2:2x4 SP No.2 5-14=-801/848,8-13=-330/490, WEBS 2x4 SP No.3 9-13=-956/956,9-11=0/375, OTHERS 2x4 SP No.3 6-14=-1082/1219,7-14=-709/665 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 3-5-6 oc 1)Unbalanced roof live loads have been considered purlins. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 3-5-10 oc bracing. Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf-, MiTek recommends that Stabilizers and required h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS cross bracing be installed during truss erection,in (envelope)and C-C Exterior(2)zone;cantilever left accordance with Stabilizer Installation guide. and right exposed;C-C for members and forces 81 MWFRS for reactions shown;Lumber DOL=1.25 plate REACTIONS. (lb/size) grip DOL=1.25 10 = 1535/Mechanical 3)Provide adequate drainage to prevent water 2 = 1626/0-8-0 (min.0-1-15) ponding. Max Horz 4)All plates are MT20 plates unless otherwise 2 = 143(LC 16) indicated. Max Uplift 5)Plate(s)atjoint(s)4,6,7,8,10,2,16,3,5,14,13, 10 = -654(LC 9) 9,11,1 and 12 checked for a plus or minus 0 degree 2 = -737(LC 8) rotation about its center. Max Grav 6)Plate(s)at joint(s)15 checked for a plus or minus 3 10 = 1535 LC 1 degree rotation about its center. 2 = 1626(LC 1) 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp,/Max-Ten.-All forces 250(lb)or less except 8)'This truss has been designed for a live load of when shown. 20,Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-3812/3407,3-4=-3415/2960, bottom chord and any other members. 4-5=-3298/2971,5-6=-2552/2353, 9)Refer to girder(s)for truss to truss connections. 6-7=-2471/2358,7-8=-2571/2451, 10)Provide mechanical connection(by others)of truss 8-9=-2776/2479,9-10=-3695/3173 to bearing plate capable of withstanding 654 lb uplift at BOT CHORD joint 10 and 737 lb uplift at joint 2. 2-24=-1842/2384,2-25=-3121/3562, 11)This truss has been designed for a moving 16-25=-3121/3562,15-16=-2465/3003, concentrated load of 250.01b live located at all mid 15-26=-2465/3003,14-26=-2465/3003, panels and at all panel points along the Bottom Chord, 14-27=-199412590,13-27=-1994/2590, nonconcurrent with any other live loads. 12-13=-2864/3434,12-28=-2864/3434, 11-28=-2864/3434,11-29=-2864/3434, 10-29=-2864/3434,10-30=-2469/2718 LOAD CASE(S) WEBS Standard 3-16=-437/621,5-16=-179/533, L'trsl-0Fn'trw•1y:aira bF31-�1r4SvS($EtIR�EEdI(t'ERnS1tDk.t'Ws$(i$Ixd!'WRi�S;S%76,WEY:gt'ht¢.Sfri;dreaF Ctlwttt(N ttl'sttsF f;.rye -;IC.rJ 9F.sf 0,11-WwSl Odm sf.lS.F:attrsyf tktin t-0rtlp uliel efu r.y#p Fs kav3hMStxnn .ltfrystl::i;f(ltne '1,,rF D;.r¢.r -1s uf.F�iCD sx it^.nr.rt f PfAr aal•r3 anntpnqui ib}Mfxt ty1A5r1 bh sif flm BtiDN ut�SFlt.Fe tfup es,rspeas,lrny .zh ssl i:7r Anft T.TornbO IIS,P.E. ' raFt u r nw t(cp11 ra eD a n-c.fu'Sv mrle;man(4; n t na,, et:F i d1 .;,Fs�(:rn.r>flyrF,aau ra«r p:i!-rasF 1 lid ar; a xrf�E, 1�4.rx1. ..r, 80083 1f rz¢6r"ly...4,!(FSIRht 13r'359tdbfif r'JQ(rv;(kf FS Q(5!£51 S?CIE`t�(t At••$.-( rta6r prklisr-0-k+NfFlS.Jnt IFr11FC(F((:trf_t•IIiE:tlLU'F.rit:luF.f 4f IFtpHalxlt:lP.11�f.fdhFr il•FL�„I;rnit P{irr rt$^etftlf(oRit ltA9rtr(�.Gltli e keoi;rd•rn:l Sl i(rts1.ceS fsb is E1 c,FrDtsirthrl.'EF lt.ss7tu trr-f!,uApl httrtik.ssi 44St St•W4ie 6IVd. � '? z b7, r ?+ s (�v,erwss.sst.�efSizesflmlrdnp,,;FiFA1rei•cs;tnr,!>.`.rlatr€I, topyrigh Ql 2916A-I[DalTim's-AflfhayL lobo ill,PZ igmdwion oilhis dot—m inonyNm,is pras6itedQhoal the wduen pelmissiea hem A-I Hoof hums-Anlhecyl.WAD III:P,E Fart Pierce,FL 34946 I Job Truss Truss Type Qty PIY Std Pac/6511 EL D XSPVS6511 DX A07 Roof Special 1 1 A0070568 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:25:54 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rBpFIQFhbhH5Esus5uctRpFy9W 12aV4k2o7XvnyPWOx r1 4-Q 6-1-9 11-0-15 16-0-8 19-8-8 21-8-8 27-6-4 34-1-0 1 4-0 6-1-9 4-11 6 4-11-9 3-8-0 2-0-0 5-9-12 6-6-12 4.00 12 5x6= Dead Load Defl.=5/8in 6 5x8= 5x6= 3x8 MT20HS- 1.5x4 II 7 5 3x4 4 3x4 3 9 r Iv 1.5x4 II 1 2 10 '1 —.._ JA i 25 26 17 27 16 15 28 29 30 14 31 13 12 32 11 33 346 1.5x4 11 3x6= 3.4= 3x8= 4x6= 1.5x4 11 3x6 3x6= 3x8= 6-1-9 10-11-9 19-8-8 21-8-8 i 27-6-4 _ 34-1-0 66 1-9 4-10-0 8-8-15 2-0-0 5-9-12 6-6-12 Plate Offsets(X Y)— [7:0-5-8 0-2-8] [10:0-1-6 Edge] I LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.40 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.98 14-16 >419 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:173lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T3,T4:2x4 SP No.2 WEBS BOT CHORD 2x4 SP No.2 3-17=-12/293,3-16=-585/554, WEBS 2x4 SP No.3 5-16=-381/531,6-16=-932/1022, OTHERS 2x4 SP No.3 6-14=-989/1154,7-14=-809/900, BRACING- 7-13=-519/211,8-13=-473/624, TOP CHORD 9-13=-762/762,9-11=0/342 Structural wood sheathing directly applied or 3-0-7 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 2-2-0 cc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; . accordance with Stabilizer Installation guide. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left REACTIONS. (lb/size) and right exposed;C-C for members and forces 8a 10 = 1532/Mechanical MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = 1629/0-8-0 (min.0-1-15) grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = 144(LC 16) ponding. Max Uplift 4)All plates are MT20 plates unless otherwise 10 = -652(LC 9) indicated. 2 = -741(LC 8) 5)Plate(s)atjoint(s)4,6,7,8,10,2,3,17,16,5,14, Max Grav 13,9,11,1 and 12 checked for a plus or minus 0 10 = 1532 LC 1 degree,rotation about its center. 2 = 1629(LC 1) 6)Plate(s)at joint(s)15 checked for a plus or minus 5 degree rotation about its center. FORCES. (lb) 7)This truss has been designed for a 10.0 psf bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP CHORD 8)*This truss has been designed for a live load of 2-3=-3712/3205,3-4=-3215/2820, 20.Opsf on the bottom chord in all areas where a 4-5=-3166/2829,5-6=-3226/3013, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6-7=-3173/2954,7-8=-2822/2629, bottom chord and any other members,with BCDL= 8-9=-3020/2670,9-10=-3747/3216 10.Opsf. BOT CHORD 9)Refer to girder(s)for truss to truss connections. 2-25=-2109/2421,2-26=-2910/3455, 10)Provide mechanical connection(by others)of truss 17-26=-2910/3455,17-27=-2910/3455, to bearing plate capable of withstanding 652 lb uplift at 16-27=-2910/3455,15-16=-1767/2320, joint 10 and 741 lb uplift at joint 2. 15-28=-1767/2320,28-29=-1767/2320, 11)This truss has been designed for a moving 29-30=-1767/2320,14-30=-176712320, concentrated load of 250.01b live located at all mid 14-31=-2308/2959,13-31=-2308/2959, panels and at all panel points along the Bottom Chord, 12-13=-2920/3489,12-32=-2920/3489, nonconcurrent with any other live loads. 11-32=-2920/3489,11-33=-2920/3489, 10-33=-2920/3489,10-34=-2228/2488 WEBS LOAD CASE(S) 3-17=-12/293,3-16=-585/554, Standard ........ Wmq fless�d,ssx#a A r.xitl'Si;i°SflrrC;;CiP3111,7 A Nk.€"a75 CESicr!LlLril..C5A8R,L"GGIXr'hEn,tam;lLuaEr¢:s',•➢as,eEt sbs1.3#s ns i=a^a3-afv;lri,x.i3 Air ernsG lWk!=m4 SEad drq fitt.,s azriued€t aY.4t7,Nr YI E(:➢ZAP',�r 58➢{t£5'.:hrePt(:ERHa➢r�i.A!ar7S5 iCS1}l''.CCt&&lP�t..rER1t(9j ktE.pr#.SPd Ei 13p1 lFYP{ty iifit!j7v�.l�4EYdtt'tait S.jR EiiIRSF.PY.iu'jrN 6t(4S p6 t{x*a ai[d 114131 pn1{ IS.Frvr}if(r,#1a 1I1�,:5t(4 j8U{Y:pCR.;t tj'CL'eS 17dvY,5? Anthony T.TQrt1bo V.-. P.E. �a s a r a,t7arsd rre rPau, a.a,are our:➢ za9dare sere; :,�,u w azi i, ��,a �E is;Eaa a alttt.rtai,< Ptult a mr t a t a„�myrE, i .da t r,row: r 80083 ' 3ald;'xacsxdrsa,its k7nzs saa7gLCLstAa;r +s ear llEAss (aai, ,6cs�hsia r(Stre+rs3:fE}`arahsfts mneCiee. rugrz.•¢raat:E:e.ta.h.¢sdE Eapasa::a4a➢ad 3aslaurzn�eu,r,rm CaiEep�eE ae stt.,u,„.Fkrtns utass - 44515t.Lucie Blvd. ¢a,E,�ssal,5se3l;de^rit,eelyEa i➢r�'aarErl�rstEs:a,➢htl.rket:➢ss sigfiraErr43.3E k,equ s.,aisss,isS.n.eiseudgtlsitia;,Au sEpA:�d:E.cer4 as iE`.ortetfE 1, Fart Pierce,FL 34946 copyrigE102016 A-1&nnfF➢asses-Ana=eayl.lamSa III,P.E seprtdndientitSSs dnmmaay in any farm,is prahibittd=a6nn31he written permissiac from AA hdlrmts-Anl6otfl.Ter„9o3II,P.E I t Job Truss Truss Type Qty Ply �Std Pac/6511 EL D ' XSPVS6511 DX A08 Roof Special 1 1 AOO7O569 Job Reference(optional) At 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. Wed Oct 26 15:25:55 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-JONeymGJM_PysOT3fb76_OoScwiKJzstGSs5SDyPWOw 1-4- 6-1-9 11-0-15 16-0-8 21-8-8 23-8-8 28-5-14 34-1-0 1 4 0 6-1-9 4-11-6 4-11-9 5-8-0 2-0-0 4-9-6 5-7-2 4.00 FIT 5x6= Dead Load Defl.=3/4 in 6 3x8 MT20HS- 1.5x4 11 5x8= 5x6= 5TA 7 3x4 7 4 W5 3x4:zz� 3 9 r C" 1.5x4 It En 2 10 1 0 25 26 17 27 16 15 28 29 30 14 13 12 31 32 11 33 346 3x6= 1.5x4 11 3x8 MT20H5= 700 MT20HS= 1.5x4 11 3x6 3x8= 3x8= 6-1-9 10-11-9 21-8-8 23 8-8 28-5-14 34-1-0 6-1-9 4-10-0 10-8-15 2-0-0 4-9-6 Plate Offsets(X Y) 17'0 5 8 0 2 12] [10.0-1-6 Edge] [13'0-0-0 0-1-12] [14.0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.51 14-16 >799 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -1.25 14-16 >327 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:170 Ib FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except` 10)This truss has been designed for a moving T2,T4:2x4 SP No.2 BOT CHORD concentrated load of 250.OIb live located at all mid BOT CHORD 2x4 SP M 30 2-25=-2210/2558,2-26=-2925/3457, panels and at all panel points along the Bottom Chord, WEBS 2x4 SP No.3 17-26=-2925/3457,17-27=-2925/3457, nonconcurrent with any other live loads. OTHERS 2x4 SP No.3 16-27=-2925/3457,15-16=-1785/2320, BRACING- 15-28=-1785/2320,28-29=-1785/2320, TOP CHORD 29-30=-1785/2320,1 4-3 0=-1 78 512 32 0, LOAD CASE(S) Structural wood sheathing directly applied. 13-14=-267313374,1 3-3 1=-2 67 313 374, Standard BOT CHORD 12-31=-2673/3374,12-32=-2956/3519, Rigid ceiling directly applied or4-1-13 oc bracing. 11-32=-2956/3519,11-33=-2956/3519, WEBS 10-33=-2956/3519,10-34=-2311/2605 1 Row at midpt 6-14 WEBS MiTek recommends that Stabilizers and required 3-17=471274,3-16=-569/576, cross bracing be installed during truss erection,in 5-16=-373/510,6-16=-897/1046, accordance with Stabilizer Installation guide. 6-14=-1266/1481,7-14=-806/1000, 7-12=-787/431,8-12=-642/776, REACTIONS. (lb/size) 9-12=-619/548,9-11=01305 10 = 1532/Mechanical NOTES- 2 = 162910-8-0 (min.0-1-15) Max Horz 1)Unbalanced roof live loads have been considered 2 = 144(LC 16) for this design. Max Uplift 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) M = 652(LC 9) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 2 = -741(LC 8) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Max Grav (envelope)and C-C Exterior(2)zone;cantilever left 10 = 1532(LC 1) and right exposed;C-C for members and forces& 2 = 1629(LC 1) MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 FORCES. (lb) 3)Provide adequate drainage to prevent water Max.Comp./Max.Ten.-All forces 250(lb)or less except ponding. when shown. 4)All plates are MT20 plates unless otherwise TOP CHORD indicated. 2-3=-3711/3220,3-4=-3229/2817, 5)Plates checked for a plus or minus 0 degree 4-5=-3178/2826,5-6=-3235/3003, rotation about its center. 6-7=-3650/3323,7-8=-3065/2812, 6)This truss has been designed for a 10.0 psf bottom 8-9=-3252/2867,9-10=-3772/3240 chord live load nonconcurrent with any other live BOT CHORD loads. 2-25=-2210/2558,2-26=-2925/3457, 7)'This truss has been designed for a live load of 17-26=-2925/3457,17-27=-2925/3457, 20.Opsf on the bottom chord in all areas where a 16-27=-2925/3457,15-16=-1785/2320, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 15-28=-1785/2320,28-29=-1785/2320, bottom chord and any other members,with BCDL= 2 9-3 0=-1 78512320.14-30=-1785/2320, 10.Opsf. 1 3-1 4=-26 7 313374,13-31=-2673/3374, 8)Refer to girder(s)for truss to truss connections. 12-31=-2673/3374,12-32=-2956/3519, 9)Provide mechanical connection(by others)of truss 11-32=-2956/3519,11-33=-295613519, to bearing plate capable of withstanding 652 Ib uplift at 10-33=-2956/3519,10-34=-2311/2605 joint 10 and 741 lb uplift at joint 2. . .. �a-Yx iiinff�xf%;�+clwxdet Fritb�u'.,i5FY1tS""pfFAElefF#kESCY.rk"75ti'iU iSft&'i::lk7rcfk•5i'6tm.t+t4 tx .•su*d tfrFwif5txY3�;rt5sf re _f IPYnds.ft'sei:xc�tt'.tsLr.enfik3t74GFtt Fsf.Cff:r. >;LCiF"tR�,tflY U ll.i"R:1Y.r::ff:b:.ti3f'dt rAP![i':eff s-+d.dPka}ift^i.t'IfP' t.$MFi73#4 'i?SYt888j'1$Gf'f4f ft93:i(' S GfA+hi:ee)YjE EiiE't:riF-�'f[$FPd4fvrrN44313J.5lJf'IdS tr`�t![PR2ft[[�� 868ff3431irCG5�[3_]'t.�iF 1318ti.'kAnthony i.Torbo111,P,E. 3 1 {EI( 3Ull$�.t7rtl:9it[.(t4 Nkr<i^.t#f,M f S&e: i(>?'y'd Q{:LPSj Liii3E UIXtX"YEZFF.iE[,'it�bMP EII[d1X�tSj--.#"d r�[,riitrrt&ifikliFta�6i S( E� f8luf.15ii �L^ .aiZft�"';1SI.1 �14:jSSirEE�¢iBt:E',J-.(� 'w g0483 4eE YrFr P a(tlttaf��7f�FFranera�rrarf usas$Lrs.fv.f ms e ¢f Ztae�ss'ssf�'r Bfttu¢Fsss�p>3EFdsum,�fesc=t[$+Fd,dGtre.i�!.�aff�s'qu'�41n FdWf 'T"I i .o-,}.Nrt.[tPr>4fas....e,��u.i�E�t 4451 St.Ludp Blvd, ,i,(at,t..:4C1H ir4E'.ftl T,ttld S{EF 45fdC3j E,FI EIIGt13f8ht$,2t1.gSS�d�IrYy@4.t.H�.'.Et(F:fl09<.I:L.P r Sf.Ffr.�tEjlF tl Dl H,i'TFj.+Rj(191f{,.SCtf ti d#J°$A lr€I. fvt Pierce,Ft.34946 � tapyrigt1�i3186-1%potifFszes-6nES�sy l.lamhn ltE,P.€Rtptedat7�an ei ih3s drffnmer$.in aagliBm;iS pwkib'ra;l.iboaf ida�r0reapermission ham A-t teoilrts_<_ss-Anlfiaap t.le�5ell`:,P.€ Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070570 XSPVS6511 DX A09 Roof Special 1 1 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. Wed Oct 26 15:25:56 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-nax0A6Fix7IXpUA2FDJeLXEKKLJ3d2Qt1V6ce fyPWOv r1-4-q 6-1-9 11-0-15 16-0-8 21-0-1 23-8-8 25-8-8 29-3-7 34-1-0 1 4-0 6-1-9 r 4-11-6 4-11-9 4_11_10 2-8-7 2-0-0 3 6-15 4-9-9 4.00 F12 5x6= Dead Load Defl.=11/16 in 6 3x8 MT20HS5:w 1.5x4 11 1.5z4 11 5 7( 5x6 It 5x6— 3x4 4 4 8 1.5x4 Ci 3 10 1.5x4 11 `th rn 1 2 BI d 25 26 17 27 16 15 28 29 30 14 13 31 12, 32 336 = 1.5x4 11 3x8 MT20HS= 3x8— 3x8 3x6 3x6= 3x8= 5x6 WB= 6-1-9 10-11-9 19-10-8 , 23;8-8 ,25-8-8, '_ 34-1-0 6-1-9 4-10-0 8-10-15 3-10-0 2-0-0 8-4-8 Plate Offsets(X Y)— [11:0-1-6 Edge) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.46 14-16 >887 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -1.13 14-16 •>362 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:170 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 10)This truss has been designed for a moving T4:2x4 SP No.2 BOT CHORD concentrated load of 250.OIb live located at all mid BOT CHORD 2x4 SP M 30 2-25=-2215/2550,2-26=-2930/3457, WEBS 2x4 SP No.3 17-26=-2930/3457,17-27=-2930/3457, panels and at all panel points along the Bottom Chord, OTHERS 2x4 SP No.3 16-27=-2930/3457,15-16=-1788/2317, nonconcurrent with any other live loads. BRACING- 15-28=-1788/2317,28-29=-1788/2317, TOP CHORD 29-30=-1788/2317,14-30=-1788/2317, LOAD CASE(S) Structural wood sheathing directly applied or 3-2-0 oc 13-14=-3067/3717,13-31=-3067/3717, Standard purlins. 12-31=-3067/3717,12-32=-3071/3508, BOT CHORD 11-32=-3071/3508,11-33=-2101/2632 Rigid ceiling directly applied or4-0-13 oc bracing. WEBS WEBS 3-17=-41/279,3-16=-575/567, 1 Row at midpt 6-14 5-16=-377/522,6-16=-913/1042, MiTek recommends that Stabilizers and required 6-14=-1197/1356,7-14=-335/463, cross bracing be installed during truss erection,in 8-14=-694/676,8-12=-773/676, accordance with Stabilizer Installation guide. 9-12=-656/828,10-12=-306/439 REACTIONS. (lb/size) NOTES- 11 = 1532/Mechanical 1)Unbalanced roof live loads have been considered 2 = 1628/0-8-0 (min.0-1-15) for this design. Max Horz 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = 144(LC 16) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Max Uplift h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 11 = -650(LC 9) (envelope)and C-C Exterior(2)zone;cantilever left 2 = -744(LC 8) and right exposed;C-C for members and forces& Max Grav MWFRS for reactions shown;Lumber DOL=1.25 plate 11 = 1532(LC 1) grip DOL=1.25 2 = 1628(LC 1) 3)Provide adequate drainage to prevent water ponding. FORCES. (lb) 4)All plates are MT20 plates unless otherwise Max.Comp./Max.Ten.-All forces 250(lb)or less except indicated. when shown. 5)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. 2-3=-3712/3225,3-4=-3226/2829, 6)This truss has been designed for a 10.0 psf bottom 4-5=-3175/2839,5-6=-3234/3019, chord live load nonconcurrent with any other live 6-7=-3468/3220,7-8=-3419/3058, loads. 8-9=-3293/2972,9-10=-3455/3034, 7)*This truss has been designed for a live load of 10-11=-3759/3357 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 2-25=-2215/2550,2-26=-2930/3457, bottom chord and any other members,with BCDL= 17-26=-2930/3457,17-27=-2930/3457, 10.Opsf. 16-27==2930/3457,1 5-1 6=-1 78812317, 8)Refer to girder(s)for truss to truss connections. 15-28=-1788/2317,28-29=-1788/2317, 9)Provide mechanical connection(by others)of truss 29-30=-1788/2317,14-30=-1788/2317, to bearing plate capable of withstanding 650 lb uplift lat 13-14=-306713717,13-31=-3067/3717, joint 11 and 744 lb uplift at joint 2. 12-31=-3067/3717,12-32=-3071/3508, 7razt7•fwst:ar.�J;•eie�da'#d t:'r.-Tt�b'�,SELi3''g Ei4AdE.t9 Et03.t:"�S4tF T€ed�f?[t'idt61�&s"E11a4°hrc,ttrhltcee�eca'sswLitMsasa;ax SYs`rc°s C.a�'rs*rt-(tPE,ttIS.fCua l.t�ta�a.'l4tEkffiease 7tUkie�t ne P�iU a«ne�t�timtr:'L�,edi YaaE:a Jaw ar l:;ttwsdf fiel0;nttn�i ei x,taquatieta 4Srt I Fait"vn to sa/Ta6mr:tt�stta•�gkttt tltt`eka,acaitgrcen(a¢;ttgnt3€li re,fxttsiia.Gtst,;itTi!ste Me4�nla F30ulr,ty4•,t tftl.:zt ttsfgaast to..las.'sgK Xuks la i3q Anthony T.Tombo I?E,P.E. .'nedCtsGmterursrt€nqurart;EsslemztS caay0!C.errsaz>K,ueaa;>xt,ett:..ag3asmr,taSutm:mae.3s,+t«'ran laid a>"F3�desF'HL rneytrt,Efa3ntT's&ai aaruau,ttS3t s.xrsc gs a3 camtt,xt P.ma neM,sl.Cl Est ar.;7r> «80083 ' 3ahfmg_eAq}e:zdtaeircnr .Is,'Tsshtat aCeF7att4ttt*assetLgaH as#8efn f�Q tr 4w yh^ae at4(trtGnttkr.pf¢;S«'a nt rttatn.°tht paxaf slecx.fiY?3semx3t atgsa,�,.,trs uIlAssYfaTtss6i3n,Iris[sea rry':waf asA.zta3nssz tss 44515E.Ll1eie 61Yd, a#naF,tdsbs!§gaivwa3s�es4syukrntegEq eP,ra;tiss�satleh.'6tt.ru..uy�EtsSwEa Eo.lt tAag cssEta.,a T?ts qusnistists rim%'3sck dapAa aal•ss:an astdntr@i. Fort Pierce,FL 34946 rs to 1 EF i0.816 A-I toot hurts-Arches T.Tombs ill,KE d>.udatrfaadihis document,in On'ressn"i£aah-Utd.ahounitt weluen erminion t100t A-1 tnethass's-Aathaa I.la.ba lli,Y.L P7r A r P t- P P Y Job Truss Truss Type dry Ply Std Pac/6511 EL D XSPVS6511 DX A10 Roof Special 1 1 A0070571 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. Wed Oct 26 15:25:56 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-naxOA6Hx71XpUA2FDJeLXEKHDJ_d2Rt1 V6ce_fyPWOv 1 4- 8-1-12 16-0-8 20-11-1 24-5-1 5-N 27-8-8 34-1-0 5-5- 1 4- 8-1-12 7-10-12 4-10-9 3 6-0 3- 2-0-0 6-4-8 1-4- 4.00 12 5x10 MT20HS= Dead Load Defl.=13/16 in 3x8 MT20HS% 6 4x6 2x4 II 5x6= 3x4� 4 W4 6 7x14 MT20HS= 3 ?J7 8 1.5x4 II 0 1.5x4 II I 12 1 2 16 15 10 11 T!n IN lw 111 1 29 30 20 31 19 18 32 17 33 34 35 36 6 Bx10= 14 13 12 7 3x6= 1.5x4 11 3x8 MT20HS= 2x4 11 3x4 11 3x4= 3x6= 4x12= 7x10 MT20HS= 6x8= 5-1-12 16-0-8 20-11-1 24-5-1 S-S- 7-8-8 34-1-0 8-1-12 7-10-12 4-10-9 3-6-0 3- 2-0-0 6 4-8 Plate Offsets(X,Y)- [5:0-5-0,0-1-121,[13:0-3-8,0-3-01,[15:0-3-0,Edge],[16:0-6-8 Edge] [17:0-2-0 0-0-4] [18:0-1-12 0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.71 15-16 >578 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.21 15-16 >337 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.37 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:179 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 10)This truss has been designed for a moving BOT CHORD 2x4 N T3:2x4 SP M 31, pt 2x4 SP No.2 BOT CHORD* 2-29=-2333/2688,2-30=-2750/3347, concentrated load of 250.01b live located at all mid B4,B6:2x44 *Except SP M 30 20-30=-2750/3347,20-31=-2750/3347, panels and at all panel points along the Bottom Chord, WEBS 2x4 SP No.2*Except* 19-31=-2750/3347,18-19=-2750/3347, nonconcurrent with any other live loads. W1,W2,W3,W5,W10:2x4 SP No.3 16-17=-17/282,6-16=-1174/1183, W8:2x4 SP M 30 16-33=-3620/4555,15-33=-3620/4555, LOAD CASE(S) OTHERS 2x4 SP No.3 14-34=-300/348,13-34=-300/348, Standard BRACING- 13-35=-3401/4127,12-35=-3401/4127, TOP CHORD 12-36=-2668/3278,10-36=-2668/3278, Structural wood sheathing directly applied or 2-2-0 or 10-37=-2830/3245 purlins. WEBS BOT CHORD 3-20=0/386,3-18=-1101/1102, Rigid ceiling directly applied or 2-2-0 oc bracing. 16-18=-1616/2226,5-16=-2426/2812, WEBS 6-15=-2487/2883,13-15=-4460/5434, 1 Row at midpt 3-18,5-16 8-15=-2570/3171,8-13=-3620/2975, MiTek recommends that Stabilizers and required 8-12=-1215/1067,9-12=-638/869 cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. NOTES- 1)Unbalanced roof live loads have been considered REACTIONS. (lb/size) for this design. 2 = 1623/0-8-0 (min.0-1-15) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 10 = 163110-4-12 (min.0-1-15) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; Max Horz h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 2 = -132(LC 17) (envelope)and C-C Exterior(2)zone;cantilever left Max Uplift and right exposed;C-C for members and forces& 2 = -742(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate 10 = -764(LC 9) grip DOL=1.25 Max Grav 3)Provide adequate drainage to prevent water onding. 10 = 1631(LC 1) 4)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 5)Plate(s)atjoint(s)4,5,8,9,111,2,19,17,6,7,14, Max.Comp./Max.Ten.-All forces 250(lb)or less except 10,3,20,18,16,13,12 and 1 checked for a plus or when shown. minus 0 degree rotation about its center. TOP CHORD 6)Plate(s)atjoint(s)15 checked for a plus or minus 2 2-3=-3609/3106,3-4=-2559/2267, degree rotation about its center. 4-5=-2465/2290,5-6=-4732/4237, 7)This truss has been designed for a 10.0 psf bottom 6-7=-7306/6317,7-8=-7168/6136, chord live load nonconcurrent with any other live 8-9=-3337/2959,9-10=-3537/3006 loads. BOT CHORD 8)*This truss has been designed for a live load of 2-29=-2333/2688,2-30=-2750/3347, 20.Opsf on the bottom chord in all areas where a 20-30=-2750/3347,20-31=-2750/3347, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 19-31=-2750/3347,18-19=-2750/3347, bottom chord and any other members. 1 6-1 7=-1 71282,6-16=-1174/1183, 9)Provide mechanical connection(by others)of truss 16-33=-3620/4555,15-33=-3620/4555, to bearing plate capable of withstanding 742 lb uplift at joint 2 and 764 lb uplift at joint 10. el,rod-di��nl�lveq!!,*.re•aam;t*ressc;s:!;E,s€re�u€icass:�romo�;arou�r�T�aareea€nsu:rerroiarllateelylpa-!!!liEltateareilE»,,r;lissl,yiu�.�pm;lanlema>rtr>=eEc!:ri.r!!�El,isln!€:ln,u€13,rE1.�3!!!ltlnlrso.lF!r dutlz amrfielis na l:lEw n<rzeurE»t.tsEtmsols rljm;gp�srl:eyEri�?,rol�El yIDarrre:ui�E�lPro rsn:€i:.:mli<ES!!_,lrlls,s mrnnsltE rEnm:nr,Eri,tl:xaancroolEir.lEt n€€.r t!:!,lm:.ar!<, r,:re :a ar: Anthony .Tombo111 P.E. uEulEih.;,E:34r.?lU,16n....I afnfi!d6,G ,,<F e.,use,n lilt e.,NLi!l.,D!,V.,iA-dE!€nis=ncn!€x�lE lib.i>Aiq,d-f rrit t�! la!f er00 Eet®r.Id ese dlk[•s;icdeE fSft�3.318!l.11S7i.!!Ivlltt kllll SSLi}e C¢fE:RcnJ.d Y 's f 7 r7 d £ f 3 60083 nlr,adlo ds ! rndslralNro- dire : d.<r 1 rd4,,!uln;m,yT,;drsnrla;d.Ed " d&A!Tldn txrsd tr ini:nleine,lsrinutnaa!=dna!!a%r,ls,of ro,,risklyls;:i«llei sit+�n�,a,ld:n: lnem!«r?ldrr,xhea«E dry!!,e r r..�If rror!n lro.t a=.rn.s oes«5p.,s re-rn!t,:u!:d olsigxl.ulln;sMla him.a lye,dn�.:ii aiadeld,sz.E,!!s a4!!!t n.Td d 4451 Pierce, Lucie Blvd. (eprighd-V2014A-lf firusss-ArdheuyLTown ill,p.E.Repradraiara8hisdornmeotiurnytaim,isprohi§idzdaidhaut:bewiinenpelmlssiurfieaAdAcalTmss=c-Arthonyi.T_mna7f;P.L FortPizrce,FL34946 -R Job Truss Truss Type Qty PlY �Std Pac/6511 EL D XSPVS6511 DX A10A Roof Special 1 1 A0070572 Job Reference(opt! nal 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. Wed Oct 26 15:25:67 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-FmVONS lZucff5KdRnOAa3RtRajM7nreAkmLBW6yP WOu 91 10 16-0-8 20-11-1 24-5-1 26-11-0,28-11-q �34-1-0 ?5-5-0 9-4-10 6-7-14 4-10-9 3-6-0 2I5-15 2-0-0 5-2-0 1-4- i 4.00 12 5x10 MT20HS= Dead Load DeB.=13/16 in 3x6 4 2x4 II 3x4 3 5 4x8 5x6 2 W4 7x14 MT20HS-- 6 7 0 t 1 1.5x4 II 1 5 14 Ell 9 10 1N N 31 k�s 27 28 19 29 18 17 30 168x14= 13' 32 12 33 11 34 5 0 3x8= 1.5x4 11 3x8 MT20HS= 2x4 11 2x4 11 4x8=3x4= 3x6= 402= 704 MT20HS= 9-4-10 16-0-8 20-11-1 N%1 26-11-0 28-11-q 34-1-0 9-4-10 6-7-14 4-10-9 3-fi-0 2=5-15 2-0-0 5-2-0 Plate Offsets(X,Y)- [4:0-5-0,0-1-121,[12:0-3-0,0-2-4),[13:0-2-0,0-1-0),[14:0-8-0,Edge),[16:0-2-0,0-0-0),[17:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.72 14-15 >565 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1.2414-15 >330 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(TL) 0.37 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:175 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T3,T5:2x4 SP M 30,T1:2x4 SP M 31 BOT CHORD 10)This truss has been designed for a moving BOT CHORD 2x4 SP No.2*Except* 1-27=-3043/3332,1-28=-2599/3192, concentrated load of 250.01b live located at all midpanels and at all panel points along the Bottom Chord, B1,B6:2x4 SP M 30,133:2x4 SP No.3 19-28==2599/3192,19-29=-2599/3192, nonconcurrent with any other live loads. B4:2x4 SP M 31 18-29=-2599/3192,17-18=-2599/3192, WEBS 2x4 SP No.3*Except* 15-16=01292,5-15=-343/461, W4:2x4 SP No.2,W8:2x4 SP M 30 15-31=-5920/7204,14-31=-5920/7204, LOAD CASES) OTHERS 2x4 SP No.3 6-14=-1361/1719,13-32=-295/348, Standard BRACING- 12-32=295/348,12-33=-3712/4465, TOP CHORD 11-33=-3712/4465,11-34=-2685/3268, Structural wood sheathing directly applied or 2-2-0 oc 9-34=-2685/3268,9-35=-2808/3284 pudins. WEBS BOT CHORD 2-19=0/396,2-17=-1009/1005, Rigid ceiling directly applied or 3-0-5 oc bracing. 15-17=-1594/2183,4-15=-2412/2780, WEBS 6-15=-2898/2502,12-14=-3963/4771, 1 Row at midpt 2-17.4-15 7-14=-1970/2454,7-12=-2039/1741, MiTek recommends that Stabilizers and required 7-11=-154111337,8-11=-750/967 cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. NOTES- 1)Unbalanced roof live loads have been considered REACTIONS. (lb/size) for this design. 1 = 153310-8-0 (min.0-1-13) 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) 9 = 1628/0-4-12 (min.0-1-15) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Max Horz h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 1 = -144(LC 13) (envelope)and C-C Exterior(2)zone;cantilever left Max Uplift and right exposed;C-C for members and forces& 1 = -635(LC 8) MWFRS for reactions shown;Lumber DOL=1.25 plate 9 = -762(LC 9) grip DOL=1.25 Max Grav 3)Provide adequate drainage to prevent water 1 = 1533(LC 1) ponding. 9 = 1628(LC 1) 4)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 5)Plate(s)atjoint(s)3,4,7,8,10,1,18,16,5,6,13; Max.Comp./Max.Ten.-All forces 250(lb)or less except 9.2,19,17,12,14 and 11 checked for a plus or minus when shown. 0 degree rotation about its center. TOP CHORD 6)Plate(s)at joint(s)15 checked for a plus or minus 2 1-2=-3461/2970,2-3=-2516/2273, degree rotation about its center. 3-4=-2431/2292,4-5=-4672/4202, 7)This truss has been designed for a 10.0 psf bottom 5-6=-4732/4110,6-7=-7437/6356, chord live load nonconcurrent with any other live 7-8=-3348/2955,8-9=-3519/3005 loads. . BOT CHORD 8)*This truss has been designed for a live load of 1-27=-3043/3332,1-28=-2599/3192, 20.Opsf on the bottom chord in all areas where a 19-28=-2599/3192,19-29=-2599/3192, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 18-29=-2599/3192,17-18=-2599/3192, bottom chord and any other members. 15-16=0/292,5-15=-343/461, 9)Provide mechanical connection(by others)of truss 15-31=-5920/7204,14-31=-5920/7204, to bearing plate capable of withstanding 635 lb uplift at joint 1 and 762 lb uplift at joint 9. Brths-fleuflamykhrtek+b:'F-I IR:E iins4'S;5,''da,5E[3A1 I(U1f 6(gtDlae4(7f?DYi{DT.Y'),IXEg1iFD'aYEkT h:e lrgsteilp pacasueel rnlp4t u!at(rest CuyaDrtx�s;IQ4;atElle tenor[�r Ee tl,PF.Irvms Skvldae rsl.Cekss Weise so-fel w ae RD,.dr wtetr�+ffirdao-s sSlR CixteiGCule rlL it rlms0:s:p:Eym;aiu,ere.aCs6ltaeaF fi:;slnmry'U;!gn:uss®eerpmndHrr,ut.sisatl u;y iyr Ya:ituryt Tet,sipelGe slvs!e l!eu teteLNanesYlnq,uln EEt1.ne tr.�es(rts,lutrtrual�ees,ufi5tor Anthony T.Tombo III,P.E. nirsedhsintssgted'sy isa esraavigdGOnn,oe Drrezts amla4stt}esup:lalfulD:!yee,nae sedtdaaaltf,@e l3(dfxhxlb:Iliay,eb IRI I.Rs epn Id@er00nt:,fi:IEose Atlei�n mdsiny&atfv3,nuese,nna"eumedi kuus tSt Ee dx!r.rminir7el80f183 ' aesarrryD::; ,aa[trrert tuMnserana:(oo nl9a poeias beer ndrurrgt:es(a�scrtls>tgssrr:d�;nsgrale:Ertlrssaaanu ue�dnarat to r�sas.d>xe.tntt�,:aee nsr tnrt est anerd[itrsru::,:r,Trt!t�hrEra,euedsrtst@�tednei,else 44515t.Lucie Blvd. tamehete(raeslyn(uhxsegedttn'tW,rg ire(lsmu lnrhel.E6e rm't Des se 67aes is Rgsfles lllvE Deslgw.aLau4aez 6yCau ofm)Millia>.All aredE:sl'erzs uets fful tTFIL Fort Pierce,FL 34946 Copyright Z)2016 Ad RaofUanes-kshocyL bmba III,P.E.Reprodu&w olthis document inony farm,is pmhithed wuhouttheminen permission from A-I Roof russas-Adhony P.Ie I'n EEI,PI Job Truss Truss Type Qty Ply Std Pac/6511 EL D , XSPVS6511 DX A11 Roof Special 1 1 AO07O573 Job Reference(optional) At 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. Wed Oct 26 15:25:58 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yH M91-kz3mbol BfvnWjUCeKjhpcfQeQ7ih WLRJyQ512YyPWOt 9-4-10 1$ 1 22-8-7 27-11-0 29-11-0 34-1-0 5-5 9-4-10 6-7-14 6-7-15 5-2-9 2-0-0 4-2-0 1 4-0 4.00 V2 5x6= Dead Load Defl.=1/2 in 3 5x10 MT20HS5G 3x4 2 4 7x8= 5x6 11 2 5 !9 1 7 1.Sx4 II � e n m 23 24 15 25 14 13 26 12 11 27 10 28 9 29 3x8= 1.5x4 11 3x8 MT20HS-- 5x6 WB= 4x4= 1.5x4 I I 3x6— 3x8= 3x4= 94-10 16-0-8 22-8-7 27-11-0 29-11-0 34-1-0 9-4-10 6-7-14 6-7-15 5-2-9 2-0-0 4-2-0 Plate Offsets(X,Y)— (2:0-5-0,0-3-0),[5:0-5-8,Edge) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.44 11 >919 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.77 11-13 >529 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.21 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:160 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except` T4:2x4 SP No.2,T1:2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 30`Except` 1-23=-2982/3232,1-24=-2602/3202, LOAD CASE(S) B2:2x4 SP No.2 15-24=-2602/3202,15-25=-2603/3199, Standard WEBS 2x4 SP No.3 14-25=-2603/3199,13-14=-2603/3199, OTHERS 2x4 SP No.3 13-26=-2903/3558,12-26=-2903/3558, BRACING- 1 1-12=-2903/3558,11-27=-4096/4889, TOP CHORD 10-27=-4096/4889,10-28=-4094/4899, Structural wood sheathing directly applied or 3-0-5 oc 9-28=-4094/4899,9-29=-2750/3322, purlins. 7-29=-2750/3322,7-30=-2488/2937 BOT CHORD WEBS Rigid ceiling directly applied or 3-5-0 oc bracing. 2-15=01397,2-13=-999/992, WEBS 3-13=-937/1138,4-13=-1362/1321, 1 Row at midpt 2-13,4-13 4-11=-272/611,5-11=-1 38011237, MiTek recommends that Stabilizers and required 5-10=0/334,5-9=-1856/1597, cross bracing be installed during truss erection,in 6-9=-839/1035 accordance with Stabilizer Installation guide. NOTES- REACTIONS. (lb/size) 1)Unbalanced roof live loads have been considered 1 = 1535/0-8-0 (min.0-1-13) for this design. 7 = 1626/0-4-12 (min.0-1-15) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Horz Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 1 = -144(LC 13) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Max Uplift (envelope)and C-C Exterior(2)zone;cantilever left 1 = -636(LC 8) and right exposed;C-C for members and forces& 7 = -761(LC 9) MWFRS for reactions shown;Lumber DOL=1.25 plate Max Grav grip DOL=1.25 1 = 1535(LC 1) 3)Provide adequate drainage to prevent water 7 = 1626(LC 1) ponding. 4)All plates are MT20 plates unless otherwise FORCES. (lb) indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)Plates checked for a plus or minus 0 degree when shown. rotation about its center. TOP CHORD 6)This truss has been designed for a 10.0 psf bottom 1-2=-3473/2975,2-3=-2536/2309, chord live load nonconcurrent with any other live 3-4=-2532/2301,4-5=-3778/3320, loads. 5-6=-3428/3011,6-7=-3569/3057 7)'This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a 1-23=-2982/3232,1-24=-2602/3202, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 15-24=-2602/3202,15-25=-2603/3199, bottom chord and any other members. 14-25=-2603/3199,13-14=-2603/3199, 8)Provide mechanical connection(by others)of truss 13-26=-2903/3558,12-26=-2903/3558, to bearing plate capable of withstanding 636 lb uplift at 11-12=-2903/3558,11-27=-4096/4889, joint 1 and 761 lb uplift at joint 7. 10-27=-4096/4889,10-28=-4094/4899, 9)This truss has been designed for a moving 9-28=-4094/4899,9-29=-2750/3322, concentrated load of 250.Olb live located at all mid 7-29=-2750/3322,7-30=-2488/2937 panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Vartnr-FlwusianrFlrrervvfiz'1110 Moll IMS60011ICAS WsT89 Nr:r)r[CF;SfIc9-DV Inatlaippvr.[tnc¢!reJ w4tntit lost Ce[iae Oree'vi(Itw;)w96r4map1,tart[f�.Pi.l na SisfEeim.u.Ed[n Yt[niu rfdwce IA,erlt wtirmeGerrlehsskllkueat�;.ciGEwF<rdi.ftatwss0ughp:¢Q_,SF:,dry43ic�:a:sMwajlO,rgn:ulswtc[3 [de[rrahssi¢a!ergs:rngr::ton:atnmr ttsy�aaxstrpern:;![7 y¢s:F;senr,wt¢iru.FveronmvaFe¢tuslaF:uineac::nau:ry AnthonyT.TomboIII,P.E. ¢l ae el hiT—tr vd l.iesrin RE nsprs5;la3danIt—,as6—A.4nludgW.l:&i1@ryO:e.Yer,uIle ndedrffeR:,&rC(¢Ilk Ie�l7i:Ilia3Eds¢e RII.Re eiinnldbe l00¢t wtfi:ldne a!tleL cs;¢dsliaitrsT 3.ila:ele,bsbCdiwni Fn:q sidlleae resi¢stiilht r! =60063 cte t+Af¢3C s�xae 6a5aU¢111utessetrn ntr 100 Woo 3wE1¢swl trblims Er laehat;419E WEI! w n[spi{e.,lntr I'd M nfmwnebr1-0gd-.IHt Gi es@[n:iras3iicus Wf"mnd IbI—Oekm,irns O:sp feinn wnrtm k¢r/rlrc[s,¢less stlmxhs¢fast rt¢nm ede utvrr<sl a7 aties lnd¢9 W I r l Ike Gs Oeslee Fa�E Will- 4451 St.Lucie Blvd. (opfrighsx)2016AdRaafknssa-ArrhanyT.Tomhalll,P.L Reproduction of this doument.in any form,ispruhliled without the millet permission from AdRaLuss:s-ArrhonyT.Tcmho III,P.L Fort Pierce,FL 34946 I Job Truss Truss Type Qty PIY Std Pac/6511 EL D XSPVS6511 DX Al2 Roof Special Girder 1 1 A0070574 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 Aud 312016 MiTek Industries,Inc. Wed Oct 26 15:25:59 2016 Page 1 ID:W?quLcr?Re?LfzLeg8RjH4yHM91-C9d8o8JgQDvNLdnquRC28synhX2H FojTB4q Ib_rP WOs r1 4-q 2-0-8 4-0 8 11-0-8 18-0-8 24-11-12 I 31-11-0 33-11-0,36-1-0 14- 2-0-8 2-0-0 7-0-0 7-0-0 6-114 6-11-4 2-0-0 2-2-0 14- 5x6= Dead Load Defl.=13/16 in 6 3x4 i:-� 3x4 4.00 12 7 5x10= 5x10= 5x6= 5x6= 5 1.5x4 II 1 W2 8 W1l 1.5x4 II o A 1 2 10 11 I9 3020 31 19 32 18 17 33 16 341514 35 13 36 12 37 8 0 3x8= 3x8= 4x4= 5x6 WB= 3x8= 5x6 WB= i4X i= 3x6= 3x8= 1.5x4 II 1.5x4 II 2-0-8 4-0 8 11-0-8 18-0-8 24-11-12 31-11-0 .33-11 2-0-8 2-0-0 7-0-0 7-0-0 6-114 6-11-4 I 2-0-0 Plate Offsets(X,Y)- [3:0-7-4,0-2-8),[9:0-7-0,0-2-8),[13:0-1-12,0-1-81,[19:0-3-0,0-1-8) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.57 18-19 >764 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -1.19 18-19 >363 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.23 10 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:186 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except 9)Hangers)or other connection device(s)shall be T2:2x4 SP No.2 BOT CHORD provided sufficient to support concentrated load(s)128 BOT CHORD 2x4 SP M 31`Except 2-29=-2171/5298,2-30=-987/2210, lb down and b8 lb up at 2-0-8,and 128 lb dawn and B2:2x4 SP M 30 20-30=-987/2210,20-31=-972/2154, 39 lb up at 33-11-0 on top chord,and 250 lb down WEBS 2x4 SP No.3*Except* 19-31=-972/2154,19-32=-2412/5758, W2,W11:2x4 SP No.2 18-32=-2412/5758,17-18=-1513/3788, and 9 lb up at 2-0-8,and 250 lb down and 11 lb up at OTHERS 2x4 SP No.3 17-33=-1513/3788,16-33=-1513/3788, 33-11-0 on bottom chord. The design/selection of BRACING- 16-34=-1402/3778,15-34=-1402/3778, such connection device(s)is the responsibility of TOP CHORD 14-15=-1402/3778,14-35=-2319/5750, others. Structural wood sheathing directly applied. 13-35=-2319/5750,13-36=-929/2310, 10)In the LOAD CASE(S)section,loads applied to the BOT CHORD 12-36=-929/2310,12-37=-945/2363, face of the miss are noted as front(F)or back(B). Rigid ceiling directly applied or 4-10-8 oc bracing. 10-37=-945/2363,10-38=-1969/5113 WEBS WEBS LOAD CASi(S) 1 Row at midpt 3-20=-281/167,3-19=-1423/3573, Standard 4-18,5-16,7-16,8-14 4-19=-1361/667,4-18=-2066/903, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 MiTek recommends that Stabilizers and required re 5-18=-44/558,5-16=-1408/751, q Plate Increase=1.25 cross bracingbe installed during truss erection,in 6-16=-423/1242,7-16=-1401/750, 9 accordance with Stabilizer Installation guide. 7-14=-51/566,8-14=-2073/922, Uniform Loads(plf)Vert:1-3=170,3-4=-70,4-6=-70,6-8=-70,8-9=-70, 8-13=-1346/658,9-13=-1368/3443, 20 REACTIONS. (lb/size) Concentr rted Loads ( ) 9-12=-280/174 Concentrated Loads(lb) 2 = 1721/0-4-12 (min.0-1-8) Vert:20=-2(B) 10 = 1718/0-4-12 (min.0-1-8) NOTES- Max Horz 1)Unbalanced roof live loads have been considered 2 = 132(LC 8) for this design. Max Uplift 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = -804(LC 4) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 10 = -805(LC 5) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Max Grav (envelope);cantilever left and right exposed;Lumber 2 = 1721 LC 1 DOL=1.25 plate grip DOL=1.25 10 = 1718(LC 1) 3)Provide adequate drainage to prevent water ponding. FORCES. (lb) 4)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. 5)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live 2-3=-2463/1037,3-4=-5487/2252, loads. 4-5=4035/1641,5-6=-2719/1107, 6) This truss has been designed for a live load of 6-7=-2718/1105,7-8=-4025/1642, 20.Opsf on the bottom chord in all areas where a 8-9=-5496/2281,9-10=-2613/1122 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-29=-2171/5298,2-30=-987/2210, 7)Provide mechanical connection(by others)of truss 20-30=-987/2210,20-31=-972/2154, to bearing plate capable of withstanding 804 lb uplift at 19-31=-972/2154,19-32=-2412/5758, joint 2 and 805 lb uplift at joint 10. 18-32=-2412/5758,17-18=-1513/3788, 8)This truss has been designed for a moving 17-33=-1513/3788,16-33=-1513/3788, concentrated load of 200.01b live located at all mid 1 6-34=-1 40213778,15-34=-1402/3778, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9n5y-Flest M1uxi¢rer:es fie E I IO"sr IruS<.3 fY13 p 0311 TWA E UXOiOCISIM?691 fL189.36;A Ng'I51'hrra lei ridli ptanka«4rxl x4t x"Jt rrex Ce:iFe N[eur(IR;ms ne emaarr r�[t m;rtrrk,ne sti<fen.>;e r:a.curio se.,,e rrerxme t*u,xir ILh hl-jt,e,sr::neshr�rY;au�ixxjl to uu®r�rrt�eanr[r sixdroSh:,,,y rnp,:¢,v[Msr iru,,deere3rer ;i:},ab�tMlooedr.ert�tfl 1.is hul,vu:�eas,!�emrmt�esc,:wsaa.ry Anthony T.Tombo III,P.E. taf-dfatimsh.•rnplei e;isLLe minsiS:Iiq tfAe Onw,Pe urn:rto�.nhrl rSedune roifiad O:::ga,hM1ereAeq d±ie lt[,nel%«dlklrel Silliegndrtelifll.Tierfl;nrldne lbgxtts[fi:IdreddeL,it,udAnrkeu7wy slrrye,iesh^rtiaedhnsd t4d!le dert;rresi4ilaid' fr80083 negreiw[unse-i(eaor:ln rJlxlnntmie HaIDgndne ptCim Irs fnesdlkkG e{6-dx s15ahhhhrxehx;itSljrelL.tzl lr lfi n35dn ce ulnn:elhr[vrdSddtxe.iFFl tduesMr rtsP.asblttieve�AfiesdPshrssUesgen,'nss Cro!pe Ey'nerxelnss L'ndeAern,mess 44515t.Lucie Blvd. rfleivlylrtaedlro(xhWtgeedquanCel.clpmetiwhed lye 1"s battle ff r6Ourda:nie;litt!pi,trLrc Sena BlOu aetTbineg MI(tirdned arc;ate is dulled 1,1111. Fort Pierce,FL 34946 (oppdgh102416A-1Ldfitssas-AnihooyT.Torebn111,LE.Reproduriloo of this dDausisru.inny form,is probibited withounhowinen permission from A-1 Roof Trusses-Ar.thonyl.In ba ill,F.E. i Job Truss Truss Type Qty Ply �Reference(optional) XSPVS6511 DX A13 Roof Special 1 A0070575 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:00 2016 Page 1 ID:W?quLcr?Re?LfzLe98 RjH4yHM91-g LBX?TKSBXI EynMOS8jHh4V?BxNR_CLcQkas7QyPWOr 1 4-0 4-0-8 6-0-8 10-7-11 16-2-0 19-11-0 26 8-5 34_1_0 1 4-0 4-0-8 2-0-0 4-7-3 6-9-5 7-4-11 5x6= 5x8- Dead Load Defl.=1/2 in TA s 7 3x4 4.00 12 5 3x4 5x6 II 5x6= 8 0 3 6 1.SX4 112 6 2425 16 26 15 14 27 13 28 12 11 29 10 30 316 3x6-_ 3x4= 3x8 MT20HS= 3xB= 3x4- 1.5x4 11 3x6= 3x4= 3x8 MT20HS= 4-0-8 6-0-8 10-7-11 16-2-0 19-11-0 26-8-5 34-1-0 4-0-B 2-0-0 4-7-3 5-6-5 3-9-0 7-4-11 Plate Offsets(X,Y)- i7:0-5-4,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.43 15 >944 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.75 15-16 >544 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:167 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except* T2,T4:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 3-16=-829/1065,4-15=-1259/1170, WEBS 2x4 SP No.3 5-15=-288/563,5-13=-1253/1183, OTHERS 2x4 SP No.3 6-13=-441/580,7-12=-283/501, BRACING- 8-12=-945/953,8-10=0/319, TOP CHORD 4-16=-1801/1645 Structural woad sheathing directly applied or 2-11-12 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-4-8 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; accordance with Stabilizer Installation uide. h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left REACTIONS. (lb/size) and right exposed;C-C for members and forces& 9 = 1530/0-5-8 (min.0-1-13) MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = 1631/0-4-12 (min.0-1-15) grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = 130(LC 16) ponding. Max Uplift 4)All plates are MT20 plates unless otherwise 9 = -649(LC 9) indicated. 2 = -778(LC 8) 5)Plate(s)atjoint(s)1,3,6,7,9,2,14,16,15,5,13, Max Grav 12,8,10 and 11 checked for a plus or minus 0 degree 9 = 1530(LC 1) rotation about its center. 2 = 1631(LC 1) 6)Plate(s)atjoint(s)4 checked for a plus or minus 3 degree rotation about its center. FORCES. (lb) 7)This truss has been designed for a 10.0 psf bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP CHORD 8)'This truss has been designed for a live load of 2-3=-3625/3023,3-4=-3486/2978, 20.Opsf on the bottom chord in all areas where a 4-5=-3950/3410,5-6=-2820/2509, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6-7=-2627/2465,7-8=-2790/2450, bottom chord and any other members. 8-9=-3697/3148 9)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 649 lb uplift at 2-24=-2511/2904,2-25=-2758/3374, joint 9 and 778 lb uplift at joint 2. 16-25=-2758/3374,16-26=-4159/4929, 10)This truss has been designed for a moving 15-26=-4159/4929,14-15=-3039/3724, concentrated load of 200.01b live located at all mid 14-27=-3039/3724,13-27=-3039/3724, panels and at all panel points along the Bottom Chord, 13-28=-195712581,12-28=-1957/2581, nonconcurrent with any other live loads. 11-12=-2845/3438,11-29=-2845/3438, 10-29=-2845/3438,10-30=-2845/3438, 9-30=-2845/3438,9-31=-2421/2703 LOAD CASE(S) WEBS Standard 3-16=-829/1065,4-15=-1259/1170, Hrtnp-Fl«aslnrrkiJrer:er! SIFC 'IC"S3(1S;iEr3t[tillfLL75Cm 75 JS.CYitLfPS:6.Ei&:[Lku}P run te.Ntt pry.a t«1 a`s Gt C pArt m;'IR;adl6 arL pl tzr:!?r1 lr'eevs f'ws hixrzre Cel«s reause eCt tttu I! fLTeis:�.rkr�et«sallr stlrR-cei E<rec,rr«::o:::�[y.gt e..rt.�rrEEn>, Cs.elnc.7 r69 rt;mms©tog7std�rrshs atler;i.riy mpv.iEtryfa Sr!«y�dOesA}ets�,tep3fah:ICpedi,ec:o lrFl.lilugr asurns,lxikru l^ic nal.ry Anthony T.Tornbo Ill,P.E. tsl tntl ks t.o�tsiLfr @ arrnikBrydh Croer,Ea Cnei Ak eon^ IS.r itup0 gu,h&e«st itffi:�&t ixarl>IretStlnr rote n/Ri-I.N ql t�106,lUOat«j gild. 5,T WGn kneTm3 sloe;e,InL elan«2L-15Sej1b -{ nea;d 480083 ' Ihta:Ir%Osgv E[o•~mn.ACtclns?ed'u1ilC.ntYf;rsBsesel7efntlfrEi';G:paslSa'rhtnh IeaE(SgtiGl•IYIPnIStic<«lei«etfrtvvdrEilseelr4le¢firtst4rtsrrxswinnnlhfitsdR_Los,Cet n,ran�erer rar«ttnc,t dr�n«;edtcc 4451 St.Lucie Blvd. cne,>n:>rF•ttyo.ao-men�tq«,narrycirrvnlc«Iei.taetraontsu3 sic[tnrtstua;gtcq r nLnc,.tnazrq nucgt�ui„ ,Fit Fort Fort Pierce,FL 34946 copyright 1)2016 Ad R10f1rums-Arthonyl.Iomle ill,P.E.Reptodufion dihis document,in any form,isprohlited wilhoutthe written permission from A I Roof Buss=-s-ArdonyL lamb III,P.I. 3. Job Truss Truss Type Qb Ply �S. td Pac/6511 EL D XSPVS6511 DX A14 Roof Special 1 1 A0070576 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:00 2016 Page 1 ID:W?quLcr?Re?LfzLegBRjH4yHM91-gLBX?TKSBXI EynMOS8jHh4VzAxPT—JRcQkas7QyPWOr r14-q 6-0-8 8-0-8 14-2-0 21-11-0 1 27-9-1 34-1-0 35-5-q 1-4-0 6-0-8 2-0-0 6-1-8 7-9-0 1 5-10-1 6-3-15 Dead Load Dell.=9/16 in 5x10 MT20H 5x10 MT20H 5 6 ;00 Sx65x6= 3x43 5 7.1.Sx411 B 1.5x411 �2 y13 24 14 25 13 12 26 1l 27 10 28 0 = 3x6— 3x4= 5x6 WB= 3x8= 6x6= i 1.5x4 II 3x6 6-0-8 8-0-8 , 14-2-0 21-11-0 27-9-1 _ 34-1-0 6-0-8 2-0-0 6-1-8 7-9-0 5-10-1 6-3-15 Plate Offsets(X,Y)— [6:0-7-0,0-2-8),[11:0-2-0,0-3-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.40 12A4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.88 12-14 >466 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:164 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except' T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 3-14=-726/974,4-12=-1340/1292, WEBS 2x4 SP No.3 5-12=-254/569,6-12=-187/392, OTHERS 2x4 SP No.3 6-11=-195/511,7-11=-692/704, BRACING- 7-10=0/317,4-14=-1181/1117 TOP CHORD Structural wood sheathing directly applied. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-9-3 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 Row at midpt 4-12,6-12 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; MiTek recommends that Stabilizers and required h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS cross bracing be installed during truss erection,in (envelope)and C-C Exterior(2)zone;cantilever left accordance with Stabilizer Installation guide. and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.25 plate REACTIONS. (lb/size) grip DOL=1.25 2 = 1628/0-4-12 (min.0-1-15) 3)Provide adequate drainage to prevent water 8 = 1626/0-5-8 (min.0-1-15) ponding. Max Horz 4)All plates are MT20 plates unless otherwise 2 = -103(LC 17) indicated. Max Uplift 5)Plate(s)atjoint(s)1,3,4,5,6,9,2,14,12,11,7, 2 = -791(LC 8) 10 and 8 checked for a plus or minus 0 degree 8 = -773(LC 9) rotation about its center. Max Grav 6)Plate(s)at joint(s)13 checked for a plus or minus 3 2 = 1628 LC 1 degree rotation about its center. 8 = 1626(LC 1) 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-3697/3024,3-4=-3505/2983, bottom chord and any other members. 4-5=-3247/2745,5-6=-3041/2711, 9)Provide mechanical connection(by others)of truss 6-7=-3090/2637,7-8=-3727/3136 to bearing plate capable of withstanding 791 lb uplift at BOT CHORD joint 2 and 773 lb uplift at joint 8. 2-23=-2307/2636,2-24=-2684/3435, 10)This truss has been designed for a moving 14-24=-2684/3435,14-25=-3485/4296, concentrated load of 250.01b live located at all mid 1 13-25=-3485/4296,12-13=-3485/4296, panels and at all panel points along the Bottom Chord, 12-26=-2143/2857,11-26=-2143/2857, nonconcurrent with any other live loads. 11-27=-2809/3471,10-27=-2809/3471, 10-28=-2809/3471,8-28=-2809/3471, 8-29=-2112/2519 LOAD CASE(S) WEBS Standard 3-14=-726/974,4-12=-1340/1292, 5-12=-254/569,6-12=-187/392, t 'da�fir-fltrst flentS!¢rertey fie'FI IO;l t/6SS(S0111 61101l tllYS 641NIn 7S(i1ft0Yj iLT3iif[6;6[IPSY[rl'Ir:n lr.Ll tu'rytpme.9trsreErc:1�'es tt Ws tress Cnist mteug�R;oaiM1e ltOnyi.ra:tt�^;t E.G!t:nn Skt!Ct6re w.rrltis o3mise s!thln 6ttEn,ttlt WTektusratrifeles sell ittseefxxeiMubtsud-tteinn Cnr,eFyn=.y(il.Sie,sa{FiPvs;flt sYlnaapiDD tgia:utsascgrazedtls rrkt:siesel efglsestiegrn;tuflr`..¢fr'k leugs el6tYs;F irn:tepla�ie 6tlhCtdr,utail4l.ik!<si�eu.elxts,�Marttttr tts,„aettm Anthony T.Tombo Ill,P.E. nt ntttresimsltrs�rtiCS:Is Ytnqusiit4}s1Gt llntr,@e C.snrmdrrutirg9 is titlair©g flu:n,ls@erettedtffat Yi.dt lxtetl#Izxl killi.troL«tiPkl.Ike epr:srddlirlP6attet fitliesestBer:rs;rzdttigkssl®y tlage,ieslenNmnt hoar si�hlle nslmilairyY 380083 Ih 6tarcg Da gtrel(ea5edrc.tgeNes se`rtiulL•1DR nd3e rmEitn ed gs etfnts tltelc" g(t^{tenl S:ftglAermetiunpSllydrefst lrlP nl SEfA eeielrn:et frrvydreile.lfflitfiassRe ng Pies eel6atsdfltliess Rssk,ser,Trzss asirt Ey:settuilnulfsnhunfr;eYess 44515t.Lucie Blvd. tYelxhe tt(WEtit1:FJIHlflffeatktllfll RtrCI k3'hells"'R1.I2Blf Mulco up.alf{gllEl kBn(h�Cttljlf(.ifi(13SSk1fS ElrLga PfFlrO)Illit.to RiC41ltt 19Sif1115 ah�litl iE Rtl- Fort Pierce,FL 34946 (oppight02LI16 A-1Roaffrusses-Anthony T.Temho III,P.F,Repmdustion elthisdomment,in any farm,is prohibited whhoutthe mitten permission from.4-1 RaofTross=s-AnhoayLTem4n ill,P.F, Job Truss Truss Type Oty Ply �Std Pac/6511 EL D XSPVS6511 DX A15 Roof Special 1 1 A0070577 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. Wed Oct 26 15:26:01 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-8YIvDpL4yg95axxO0sEW DH2A4Kk6jnzmfOJPftyPWOq r1 4-q 4-5-3 8-0-8 10-0 8 12-2-0 1"-8 23-1,1-0 28-9-14 34-1-0 35 5-q r1 4 3-7-5 2-0 0 2-1 8 5-10-8 5-10-8 4-10-14 5-3-2 Dead Load Defl.=112 in 5x8= 1.5x4 11 5x8= 4.00 FIT 5x6= 5x6 II 6 7 8 4 5 3x4 1.5x4 9 0 3 m 1.5x4 It 1.5x4 II ci 1 2 PH 10 11 Tc 26 27 17 28 16 29 15 30 14 13 31 12 32 33 0 3x6— 3x8= 6x6= 3x8= 3x4= 1.5x4 II 3x6— 3x8 MT20HS--= 8-0-8 10-0-8 12-2-0 18-0-8 23-11-0 28-9-14 34-1-0 8-0-8 2-0-0 2-1-8 5-10-8 5-10-8 4-10-14 5-3-2 Plate Offsets(X Y)— 16-0-5-8 0-2-8] j8:0-5-8 0-2-8] fl6-0-2-0 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.43 15-16 >942 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.79 15-16 >520 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:172 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' T2,T3:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30`Except' 3-17=-241/393,4-17=-608/817, 132:2x4 SP No.2 5-17=-804/685,5-16=-635/600, WEBS 2x4 SP No.3 6-16=-463/656,6-15=-318/570, OTHERS 2x4 SP No.3 7-15=-465/533,8-15=-598/858, BRACING- 8-13=-146/450,9-13=-584/512, TOP CHORD 9-12=-81281 Structural wood sheathing directly applied or 2-11-12 oc pudins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-7-3 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left REACTIONS. (lb/size) and right exposed;C-C for members and forces& 2 = 162810-4-12 (min.0-1-15) MWFRS for reactions shown;Lumber DOL=1.25 plate 10 = 162710-5-8 (min.0-1-15) grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = -88(LC 17) ponding. Max Uplift 4)All plates are MT20 plates unless otherwise 2 = -800(LC 8) indicated. 10 = -788(LC 9) 5)Plate(s)atjoint(s)1,4,5,6,8,11,2,17,3,7,15, Max Grav 13,9,12,14 and 10 checked for a plus or minus 0 2 = 1628(LC 1) degree rotation about its center. 10 = 1627(LC 1) 6)Plate(s)atjoint(s)16 checked for a plus or minus 2 degree rotation about its center. FORCES. (lb) 7)This truss has been designed for a 10.0 psf bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP CHORD 8)`This truss has been designed for a live load of 2-3=-3726/3213,3-4=-3474/2918, 20.0psf on the bottom chord in all areas where a 4-5=-3314/2863,5-6=-3582/3077, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6-7=-3713/3216,7-8=-3713/3216, bottom chord and any other members. 8-9=-328612765,9-10=-3741/3117 9)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 800 lb uplift at 2-26=-1910/2602,2-27=-288113472, joint 2 and 788 lb uplift at joint 10. 17-27=-2881/3472,17-28=-2940/3767, 10)This truss has been designed for a moving 16-28=-2940/3767,16-29=-2569/3366, concentrated load of 250.01b live located at all mid 15-29=-2569/3366,15-30=-2329/3080, panels and at all panel points along the Bottom Chord, 14-30=-2329/3080,13-14=-2329/3080, nonconcurrent with any other live loads. 13-31=-2806/3490,12-31=-2806/3490, 12-32=-2806/3490,10-32=-2806/3490, LOAD CASE(S) 10-33=-2103/2553 WEBS Standard 3-17=-241/393,4-17=-608/817, x,,;ri-asp nnrr.+ig,rri,.ne•sam_:€news;s�s^,��sn:LUS�co�om"ei rmtdu;tust'}ueas:tn:usi't+aa 7,ag[,;is,�yen,a,a n,g.,a„ar:sn,se„rpere.�pe;�eaa am»rt.I�t,o:tTgd:,,;,ss naa�e.c'er>'s,rsv.i,r ra,t nnenu,trlP HTricuasdtlessealessetfreaIDCukss&tlsrimseerlrgmsnSe,tgcnhtrs�'=�n::�tn m;rga,ana,actgru:dn,grRiuir;rlrrgns,rmr,a;utagnrletm�dmr:„g!:tm;el son:isomf,ruutol.tita��n::�ge;s,leazgmdi,rs,n;nr:dg AnthonyT.Tombo III,P.E. set Heel ecs iuss kregleC3sls,to re:gmilMAl!rtC.ur,'txC.xri,o:7tnhrl rndn ne kiltug Ces:p<r,h@e nnm r(h,�net%ultu l:¢Ifi'Idiageol:nd lPld,Re ggarel o`ne tOCat ery fi8lesedncL s.vdeFiyksttaj,slxege,int,,".ellani ha:q siu'Ie tlznsgcesi49Ate! =80083 lie Sr3fc70:s�gv of 6rtadn.SCeges s'~nlrz n:iCC,a/negnCim ed RiathesAtfehCfyGsl Stthl6nseea(FISP,gciLstallgl'i ndSSG ea nlnenNArgmsn(<id,x1.IRl i:fises nenslcashlifies mihacsd Na isns C:,i2er,iress Cesigr gyisereel lnsseasnm<,:mess 4451 St.Lucie Blvd. nnmrds6sstge;xa�sandgnadr..cyatgv.aKanlne.its 4"DOE,Di—Win, Fort Pierce,FL 34946 (opyrighl02OldA-I Real Pastas-drthanyLTemha III,P.I.Reasaduaionol this damment,in any form,isprohbited without ihewrinenpermissian from A-IRadbusses-Ard.myT.iemha III,F1, b Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511DX A16 Hip 1 1 A0070578 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:02 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-ckIHQ9LiiBHyC5VPZZIImVaMsk5tS6Uvt23yBJyPWOp r1 4 q 4-6-13 B-2-0 13-11-2 20-1-14 25 11-0 29-0-3 34-1-0 35-5-q 1 4-0 4-6-13 3-7-3 5-9-2 6-2-12 5-9-2 3-7-3 4-6-13 1 4-0 i Dead Load Deff.=518 in I 4.00 12 5x6= 3x4 5x6 WB—3x4 5x6= = = 4 8 1.5x4� 5 6 7 1.5x4 3 9 0 2 10 111x4 A 1.5x4 II oI 1 kb 0 0 25 26 16 1527 14 2813 12 29 30 3x6= 3x8— 5x10 MT20HS= 3x4= 5x10 MT20HS= 3x8— 3x6= 8-2-0 17-0-8 25-11-0 34-1-0 8-2-0 8-10-8 8-10-8 Plate Offsets(X,Y)— (6:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.52 14 >790 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -1.08 12-14 -380 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(TL) 0.22 10 n/a n/a BCDL. 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:161 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3 3-16=-223/380,4-16=-503/745, OTHERS 2x4 SP No.3 5-16=-1293/1066,5-14=0/326, BRACING- 7-14=0/326,7-12=-1293/1066, TOP CHORD 8-12=-502/745,9-12=-223/379 Structural wood sheathing directly applied or 3-1-14 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-9-8 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left REACTIONS. (lb/size) and right exposed;C-C for members and forces& 2 = 162710-4-12 (min.0-1-15) MWFRS for reactions shown;Lumber DOL=1.25 plate 10 = 1627/0-5-8 (min.0-1-15) grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = 72(LC 12) ponding. Max Uplift 4)All plates are MT20 plates unless otherwise 2 = -810(LC 8) indicated. 10 = -810(LC 9) 5)Plates checked for a plus or minus 0 degree Max Grav rotation about its center. 2 = 1627(LC 1) 6)This truss has been designed for a 10.0 psf bottom 10 = 1627(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 7)*This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.0psf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between thei TOP CHORD bottom chord and any other members. 2-3=-3726/3156,3-4=-3491/2873, 8)Provide mechanical connection(by others)of truss 4-5=-3330/2818,5-6=-4516/3724, to bearing plate capable of withstanding 810 lb uplift at 6-7=-4516/3724,7-8=-3330/2817, joint 2 and 810 lb uplift at joint 10. 8-9=-3491/2873,9-10=-3726/3154 9)This truss has been designed for a moving j BOT CHORD concentrated load of 250.Olb live located at all mid 2-25=-1956/2622,2-26=-2825/3468, panels and at all panel points along the Bottom Chord, 16-26=-2825/3468,15-16=-3462/4411, nonconcurrent with any other live loads. 15-27=-3462/4411,14-27=-3462/4411, 14-28=-3464/4411,13-28=-3464/4411, 12-13=-3464/4411,12-29=-2839/3468, LOAD CASE(S) 10-29=-2839/3468,10-30=-1982/2622 Standard WEBS 3-16=-223/380,4-16=-503/745, 5-16=-1293/1066,5-14=0/326,7-14=0/326, 7-12=-1293/1066,8-12=-502f745, 9-12=-223/379 9ctis141-4 rt¢Irrem fis"1I IOU 1111655 011?.03111059 00iI1 SS(J3iDYj illT i(i8;9ifPfrYfY1'Ern lrsdllrsip p v!ttfs sed.0 eBes rttis rnss t4!it,DrtxmlP[:;rvl BedsGsi1.lmke l9,tf.(e!emr fles!ldxe re Dxli:sa2c.Ise Peel mGe PD,selr 14T!ksaemrylda sMlkeseEWstalGCnle sd:L lseinu Dagh s[t:,slmeEr FEpee eliesxl ea ss}'TOq..smsegaae doep 4:sieaeleghresiyrapn!*ul'r,d•S!<suet'de soya ises lq�.yn0.lDDeelr,udolRl.rzi<s!�si.R3(ms,lstal«e6'u:tuds5td, Anthony T.TOmbO III,P.E. ¢teasel tLsrmsdrmq(citeus idle mpn2rlal elMOnn,de Dwar.'s sAtsruefreSude BAludD.ryur,nSt seAedd�e RC@rlt(¢l1xl:.el5s'Iligmdsalrtl 1.R:ylmdd6elD0u(rgfi:llaetfie less,mdelnllntlun singe,iesteCeli�ni trnxs sSd'hde rsssse;i§eirye! �Tornb ' Iieb7f�ryDssifixrul6Yae9 Ill wm"A'aaMIDCn/r••yvc,s alVigm.dt,huSr6ryaeslsystrIA-fi.-Mg146M11InW50,eeielnee:s!!xlsvtlpi9xe.1%IldnesMesesins�i2iesasdhfissd9ahsrD:i�en,Trento;,n!tisennllrtss6!uehtlnn.nins 80083 4451 St,Lucie Blvd. stle!ris:lefaedlre(xo¢IeproEoses!ev!rrg irel pmaa I hit Us insga'eo Gdixsi is INA.Welly DWIw,ttLas,5!=I.&'.ar",o0!il-111.1rdtsd!vasmea dfirkT141. Fort Pierce,FL 34946 eepyligbf 0 20H A I Roof fluss:s-Arthony f.bmho ill,F.E.Real domiar of this datumeot,in unyform,is piobihed whhoutihe wrfien permissieo from A-I Roof Tmsses-Amboy T.To nfa ill,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A17 Hip Girder 1 AOO7O579 2 Job Reference a 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. Wed Oct 26 15:26:04 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Y7Q 1 rrNyFIYgRPfnh_oDrwgklYkQw3nCLMY3GCyPWOn r1 4 q 6-2-0 11-8-2 17-0-8 22 4-14 27-11-0 34 1 0 35 5 0 1 4-0 6-2-0 5-6-2 5-4-6 5-4-6 5-6-2 1 4-0 Dead Load Defl.=7/8 in 4.00 FIT 6x10= 1.5x4 11 1.5x4 11 3 8= x8 MT20 � 6x10= 4 6 7 0 1.Sx4112 1.5x4II 1 9 10 1.. N 32 33 15 34 35 36 14 37 3839 13 4041 42 12 43 44 45 11 46 47 6 4x8= 2x4 11 7x14 MT20HS= 2x4 I I 7x14 MT20HS= 2x4 11 4x8= 6-2-0 11-8-2 17-0 8 22-4-14 27-11-0 34-1-0 6-2-0 5-6-2 5-4-6 5 4 6 5 6-2 6-2-0 Plate Offsets(X,Y)- [2:04-2,0-0-81,[3:0-7-12,0-2-121 [8:0-7-12 0-2-121 [9:04-2 0-0-81 [12:0-4-12 0-4-81 [14.0-4-12 0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.82 13-14 >497 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.66 13-14 >247 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) 0.25 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:366 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2'Except` BOT CHORD 8)This truss has been designed for a 10.0 psf bottom B2:2x6 SP 2400F 2.0E 2-32=-4156/10524,2-33=-4164/10532, chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 15-33=-4164/10532,15-34=-4182/10632, loads. OTHERS 2x4 SP No.3 34-35=4182/10632,35-36=4182/10632, 9)*This truss has been designed for a live load of BRACING- 14-36=-4182/10632,14-37=-6878/18024, rectangle f on the bottom chord i all areas where a TOP CHORD 37-38=-6878/18024,38-39=-6878/18024, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 3-10-11 oc 13-39=-6878/18024,1 3-40=-6 878/1 80 24, bottom chord and any other members. purlins. 4041=-6878/18024 41-42=-6878/18024, , 10)Provide mechanical connection(by others)of truss to bearing late capable of withstanding u withstandin 1609 lb lift BOT CHORD 12-42=-6878/18024,12-43=-4122/10632, g p p p Rigid ceiling directly applied or 7-8-0 oc bracing. 43-44=-4122/10632,44-45=-4122/10632, at joint 2 and 1609 lb uplift at joint 9. 11-45=-4122/10632,11-46=-4105/10532, 11)This truss has been designed for a moving REACTIONS. (lb/size) 9-46=-4105/10532,9-47=4096/10524 concentrated load of 250.OIb live located at all mid 2 2913/0-4-12 (min.0-2-2) WEBS panels and at all panel points along the Bottom Chord, 9 2913/0-5-8 (min.0-2-2) 3-15=-242/1387,3-14=-2271/6151, nonconcurrent with any other live loads. Max Horz 4-14=-726/560,5-14=-2142/767, 12)Hanger(s)or other connection device(s)shall be 2 58(LC 4) 5-13=-37/1134,5-12=-2143/765, provided sufficient to support concentrated load(s)82 lb down and 132 lb up at 6-2-0,118 lb down and 159 Max Uplift 7-12=-726/561,8-12=-2272/6151, lb up at 7-0-12,115 lb down and 159 lb up at 9-0-12, 2 -1609(LC 4) 8-11=-242/1387 115 lb down and 159 lb up at 11-0-12,115 lb down 9 = 1609(LC 5) and 159 lb u at 13-0-12,115 lb down and 159 lb u Max Grav NOTES- p p 2 3635(LC 27) 1)2-ply truss to be connected together with 10d at 15-0-12,115 lb down and 159 lb up at 17-0-12, 9 3635(LC 35) (0.131"x3")nails as follows: 115 lb down and 159 lb up at 19-04,115 lb down and Top chords connected as follows:2x4-1 row at 0-7-0 159 lb up at 21-0-4,115 lb down and 159 lb up at FORCES. (lb) oc. 23-0-4,115 lb down and 159 lb up at 25-0-4,and 118 Max.Comp./Max.Ten.-All forces 250(lb)or less except Bottom chords connected as follows:2x6-2 rows lb down and 159 lb up at 27-0 4,and 82 lb down and 132 lb up at 27-11-0 on top chord,and 381 lb dawn when shown. staggered connected a oc. and 191 Ib up at 6-2-0,292 Ib down and 21 Ib up at TOP CHORD Webs ads arc as follows:2x4 l 1 row at to all oc. 7-0-12,292 lb down and 21 lb up at 9-0-12,292 lb 2-3=-1 1 1 1 6/44 5 7,3-2 3-24=-16/6393, 2)All loads are considered equally applied to all plies, down and 21 lb up at 11-0-12,292 lb down and 21 lb 22-23=-16316/6393,23-24=-1 631 6/63 93, except if noted as front(F)or back(B)face in the up at 13-0-12,292 lb down and 21 lb up at 15-0-12, 4-24=-16316/6393,4-25=-16256/6304, LOAD CASE(S)section.Ply to ply connections have 292 lb down and 2 b o n and 21 b 292 lb down and 25-26=-16256/6304,5-26=-16256/6304, been provided to distribute only loads noted as(F)or 21 lb up at 19-0-4,292 lb down and 21 lb lb o 5-27=-16256/6302,6-27=-16256/6302, (B),unless otherwise indicated. 21-0-4,292 lb down and 21 lb up at 21 lb u at lb 6-28=-16256/6302,7-28=-16256/6302, 3)Unbalanced roof live leads have been considered down and 21 lb up at d 2 l and t 2 lb down and 21 7-2 9=-1 631616391,29-30=-16316/6391, for this design. lb up at d 21 lb,and 381 lb down and 191 o n n 30-31=-16316/6391,8-31=-16316/6391, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) lb up at 2 bottom chord. The design/selection of 8-9=-11116/4456 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; such connection device(s)T the responsibility of BOT CHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS others. 2-32=-41 5 6/1 0 524,2-33=-4164/10532, (envelope);cantilever left and right exposed;Lumber 15-33=-4164/10532,1 5-34=-41 8 2/1 063 2, DOL=1.25 plate grip DOL=1.25 34-35=-4182/10632,35-36=-4182/10632, 5)Provide adequate drainage to prevent water 14-36=-4182/10632,14-37=-6878/18024, ponding. Standard LOAD CASE(S) 37-38=-6878118024,38-39=-6878/18024, 6)All plates are MT20 plates unless otherwise 13-39=-6878/18024,13-40=-6878/18024, indicated. (1)Dead+Roof Live Plate Increaseba balanced):Lumber Increase=1.25 40-41=-6878/18024,41-42=-6878/18024, 7)Plates checked for a plus or minus 0 degree Uniform Loads(plf. 25 12-42=-6878/18024,12-43=-4122/10632, rotation about its center. Vert:rm rm Load,3-8=-70,8-10=70,2-9=-20 Continued on page 2 Concentrated Loads(lb) 6rshl-Flanticardr«n.Ge'l IIO:i/tms�rlt;rn;SfC3tt 1;7.456C1sDID T(J1tCYrICf.Yf:¢E;nE[atlBr'by leif([ngx psrakneet:el r se<I DnxcI;lL;;wlG t[fl rlr hm,t'.le!en.t SSnctdr.nx kl ss eQ«ai«eCl GILD It . wT:ia=mr�hs rsan::e tl tTCtl rd:L kaTnssOm^r.Nr¢.s{e (,ch lrriv��G!sslna7Tft;rgrt:msn<rgaac Aur{rRrmnleF;hae�r;n:a�ryd;ax ten,el�m¢ai¢.et: e«Ger7Dnq.ain rfl l.nk.gs a,: r¢,,tacmt¢¢zinc uhe�ur Anthony T.Tombo III,P.E. ¢ineslrxr Tun W;mttiLl Is he asp¢30'IdGDnn,GaCrse' atc e:etu h:kOkml D::ga,«D.e¢eaedh¢IPdeiK¢nr.h.elW&I'd-G&L llx e�mcldGe IDO¢to(fi:itna a•6e ran adEytnel�slxele.hsL ehant erasssmile Ge«xl¢snJitA - =60083 ' 1le6:Ifolkxgxat G:nler.All n1es sd nth t,100 n1et¢I«timeedgahernn elruk0t irteptstSdtlrldsraenai(fl5fi1dG:4llc1"nsSbLl neidnmet fxvdgeitma.It4l idiaesRe teslnsiMlR.'zs¢i daesdlthesiDK:ga,iins r;s;eEy*:nerntlrtss tadtsnn,mess 44515t.Lurie Blvd. «lams idaaf II t r¢d¢I srt¢:dnnh r!csc_II dl I>;ues hn4e1.15e r«;s Oes!n FxI'sn is 4iIN ta:llhl Desllxr,nLns 4:kx 6In of nllrilrh;.Sll:yada;tlax;na¢Ea5n1 h Rrl. (opyright V 2016 A I Roof Busses-Anthony 1.Tomho111,P.t.Rgroduaun of this document in any form,is prohibited without the written permission from A I Roof Messes-Anthony L Tambo;ll;P.E. Fort Pierce,FL 34946 a Job Truss Truss Type Q Std Pac/6511 EL D XSPVS6511 DX A17 Hip Girder 1 tY PIY A0070579 2 Jab Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:05 2016 Page 2 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-OJ_Q3BOa03gX3YE_FhJSO7G12y4ffW1 LZOHdoeyPWOm I LOAD CASE(S) j Standard Concentrated Loads(lb) Vert:3=-53(F)8=-53(F)15=-273(F)13=-59(F) 5=-115(F)11=-273(F)22=-115(F)23=-115(F) 24=-115(F)25=-115(F)26=-115(F)27=-115(F) 28=-115(F)29=-1 15(F)30=-1 15(F)31=-115(F) 34=-59(F)35=-59(F)36=-59(F)37=-59(F)39=-59(F) 40=-59(F)42=-59(F)43=-59(F)44=-59(F)45=-59(F) I i I 9e51-Flue Rsaelk¢nriexiie't I FOU NMSUISrd`J}SEE M IE1!1 L MD111ue107109j FOfY)t(Cfi;RiElAYikl'ha l!rifrta!ip lxmNu nErcvl ee'e!n f!rrts!Ee!i;rartxu;{Im;}va9h!16iasr L trs2a 0:rF.le!c!va fle!!Ietae ru.Cedi!¢Smise!'ddn 4e�:E,edP Baetaadarrleks U-im lesd:r I.ru te!Igr,;vnrm!,I,nar!sruues,!cnesenr Anthony T.Tornbo III,P.E. udvsed Ni Rns brenbdT,is h sp.iUCI elf.Enx,u Ends tftuda;ed sr n!Wfq ot..'1b1,sed'A'f6?Qr,0,IK.1N1.1Mrillbls&W1111.ReenmddIWDDneeryfiellned8e rn;�s;iodrCnyknd¢;,:Inele,ieslsr;dtnolkee,r odes r�!!;;M16aaEd -i60083 ' neseEr�oe!.¢a sti !a.rurdes!rmaaloerdxer!ee!nnlr,:edbe!en�elryre�pcRlsd!Irtd!:ens;usgrdetxsyrrnassue-elnnn:!Iwr;,Ydpibae.lnit�:nneae;e:alas!e,rnnesd�tleuo:ps,1!srso-!ilerri a nttnnundw!a,nle stlaxtss ieha¢Eles(nn¢Isgttdgn'a vltYl Irrl;s.1@s Ins1W.Ike ins,Desks Iglu n Is ECltle W:(lln;RnlRxysrLassSysle€012n duyl,"I @;.All a;eallaE Lea;an's ddad aR(1. 4451St.008 Lucie Blvd. Fort Pierce,FL 34946 (oppight�7416 A-I RaatUusss-ArahonyLiamba 111,P.P.Reprodurin olthis document.in any farm,is prohihiled eithoullhe vainen pernissian[rem A-IRadfrass-s-AmfioayLTcmbo III;P.E. Job Truss Truss Type Qty =Reference D XSPVS6511 DX A18 Roof Special 1 A0070580 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. Wed Oct 26 15:26:05 2016 Page 1 I D:W?quLcr?Re?Lf7Le98RjH4yHM91-OJ_Q3BOaO3gX3YE—FhJS07CsJy3OfX2LZOHdoeyPWOm 1-4-0 3-0-8 5-0-8 9-8-14 14-2-0 20-2-1 26-4-0 1 4-0 3-0-8 2-0-0 4-8-6 4-5-2 6-0-1 6-1-15 4x4= Dead Load Defl.=9/16 in 6 4x4 G 5 3x4 4.00 12 5x8= 7 Sx6= 3 1.5x4 II 2 8 IN 1 M`IT 21 22 13 23 12 24 11 10 25 9 26 6 27 4x4= 1.5x4 II 3x10= 5x6 WB= 3x8= 1.5x4 11 4x4= 3-0-8 5-0-8 14-2-0 20-2-1 26-4-0 3-0-8 2-0-0 9-1-8 6-0-1 6-1-15 Plate Offsets(X,Y)— (2:0-3-2,Edge],[3:0-6-8,0-3-0) [4:0-3-0 0-3-0) [5:0-1-8 0-1-12[ [6:0-2-0 0-2-8) [8.0-1-6 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.41 10-12 >768 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.97 10-12 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:123 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2`Except' T3,T4:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2`Except` 3-13=-407/103,3-12=-1412/1875, B1:2x4 SP M 30 4-12=-1560/1430,5-12=-1293/1706, WEBS 2x4 SP No.3 5-10=-879/964,6-10=-691/874, OTHERS 2x4 SP No.3 7-10=-774/808,7-9=0/319 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 2-9-6 cc 1)Unbalanced roof live loads have been considered purlins. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 2-2-0 cc bracing. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; MiTek recommends that Stabilizers and required h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS cross bracing be installed during truss erection,in (envelope)and C-C Exterior(2)zone;cantilever left accordance with Stabilizer Installation guide and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.25 plate REACTIONS. (lb/size) grip DOL=1.25 8 = 1176/Mechanical 3)Provide adequate drainage to prevent water 2 = 1288/0-4-12 (min.0-1-8) ponding. Max Horz 4)Plate(s)at joint(s)1,3,4,6,8,2,13,12,5,10,7 2 = 114(LC 16) and 9 checked for a plus or minus 0 degree rotation Max Uplift about its center. 8 = -485(LC 9) 5)Plate(s)atjoint(s)11 checked for a plus or minus 3 2 = -619(LC 8) degree rotation about its center. Max Grav 6)This truss has been designed for a 10.0 psf bottom 8 = 1176(LC 1) chord live load nonconcurrent with any other live 2 = 1288(LC 1) loads. 7).This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members. TOP CHORD 8)Refer to girder(s)for truss to truss connections. 2-3=-2454/2137,3-4=-3875/3237, 9)Provide mechanical connection(by others)of truss 4-5=-4336/3690,5-6=-1979/1790, to bearing plate capable of withstanding 485 lb uplift at 6-7=-1996/1768,7-8=-2717/2365 joint 8 and 619 lb uplift at joint 2. BOT CHORD 10)This truss has been designed for a moving 2-21=-2212/2642,2-22=-1931/2273, concentrated load of 250.01b live located at all mid 13-22=-1 931/2273,13-23=-1918/2243, panels and at all panel points along the Bottom Chord, 12-23=-1918/2243,12-24=-2196/2589, nonconcurrent with any other live loads. 11-24=-2196/2589,10-11=-2196/2589, 10-25=-2124/2521,9-25=-2124/2521, S LOAD CASE 9-26=-2124/2521,8-26=-2124/2521, ( ) 8-27=-1747/1976 Standard WEBS 3-13=-407/103,3-12=-1412/1875, 4-12=-1560/1430,5-12=-129311706, rtasr•FLisfrrtJ?rnwx&e'A-:t_as739S'v3rStllsl't ftA?1et?;tWt(a9?Iii7sS([`.te8^FI!EI'IS:3S�G,:7Efli#1'hia.tnip(ens Fne::sfsalterei:stxRs;nss@t:i7 EsnA(i1Li;avi"s:eiSes.i.ifiaR',r:.Ifteaat 14rttFehit ni,h's;s a<':fisuts�in„:2�,nlr 4e:ll ii j (Yih-.F4 A'dI'^(3t tEfhii i`:A7 tr'ft r-htc�.0.,1(MESf:fs:GT SP¢it4-rrculEm;FSr,Akisr a;f CSF tl IYli emtrM,(.tl.u'Ci Ftl6t tfJ,^Jit>}tN'eirl.SE i'!f Ltr:atfn;a3ii lrl l.:FraE 15N^.:tff..F'"i3; t s,si .z< AnthonyT.Tornbo tii,P.E. m.,t�u:e.P,lni aiuhtex,(.a:M.z v.a.c..f Po-rx:at;aamF ;t,n trx w nx rr, e:of lo-,�r o-=;o-:.:a rlr.rttptita�nti,�a mtn:u u i a1 u4m : w;F m war.:(r #80083 ' $itrai;=.:s5iatclt4sfW%O-i"bItiRFo'sthtp,cetc[6rrftsfal1!.16�arqt07S,a.ix07,1ifigtr(Ptel3aeferte =;dlamtlfne.(Nlrfivts3fu;ptais,aTt;itlfY.i.slFeiss.esr;rfe.isiuPe>{aEel--..ifeat;asv�rai;u,e4tss 4451 St.LudeBlvd, £Eflilst rSiRfl'tt aEa^.dn3}adr{fEbvMXB7 Ft irrahts'�]iluL Blr BfafSl�te;itf�lf�314£ri`fNr 1S3�IYer i SF[�i;iire tlmr Fxrtieg,iimF'su:lffE,.tflLrt�ftf4t ip(•t. • Fort Pierce,FL 34946 toppripMC 2016AlFad Imsts-An15ecr 1.Iamb III,P.E hpmduftiand 15h dammert,in anylss,is pra5.bstad.it6eas F6t mitten pamsss;oa from A-1 Peolirussts-Aatha=.yl.ta.:5allt,P.L T Job Truss Truss Type Oty Ply Std Pac/6511 EL D A0070581 XSPVS6511 DX A19 Roof Special 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:06 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-V WoGXODnNoOgipAoPghwU?ZLPoO_mVogi AK4yP WOI 1-00 5-M 7-0 8 12-2-0 16-2-0 21-0-14 26-4-0 1-4-D 5-0-8 2-0-0 5-1-8 4-0-0 4-10-14 5-3-2 4x4— Dead Load Defi.=318 in 4x8- 5 6 4.00 12 4x4= 4x6= I 3x4 In 3 o i� A1.5x4 11 2 8 of 1 A[ 21 22 13 23 12 11 24 10 25 9 26 27 C 3x4= 3x4= 3x8 MT20HS= 3x8= 3x4 1.5x4 11 3x4= 5-0-8 7-0-8 , 12-2-0 16-2-0 21-0-14 26-4-0 5-0-8 2-0-0 5-1-8 4-0-0 I. 4-10-14 1 5-3-2 Plate Offsets(X,Y)— [2:0-2-6,0-0-01,[5:0-2-4,0-2-81,[6:0-5-0,0-2-01,[8:0-1-6,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) 0.29 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.67 11-13 >475 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Weight:124 Ito FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 3-13=-516/709,4-11=-1170/1129, OTHERS 2x4 SP No.3 5-11=-228/423,6-11=-1 30/305, BRACING- 6-10=-181/430,7-10=-660/606, TOP CHORD 7-9=0/310,4-13=-922/906 Structural wood sheathing directly applied or 2-2-0 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 2-2-0 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left REACTIONS. (lb/size) and right exposed;C-C for members and forces& 8 = 1182/Mechanical MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = 1281/0-4-12 (min.0-1-8) grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = 99(LC 16) ponding. Max Uplift 4)All plates are MT20 plates unless otherwise 8 = -503(LC 9) indicated. 2 = -632(LC 8) 5)Plates checked for a plus or minus 0 degree Max Grav rotation about its center. 8 = 1182(LC 1) 6)This truss has been designed for a 10.0 psf bottom 2 = 1281(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 7)`This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-2741/2238,3-4=-2600/2216, 8)Refer to girder(s)for truss to truss connections. 4-5=-2335/1997,5-6=-2180/1982, 9)Provide mechanical connection(by others)of truss 6-7=-2221/1927,7-8=-2790/2361 to bearing plate capable of withstanding 503 lb uplift at BOT CHORD joint 8 and 632 lb uplift at joint 2. 2-21=-1735/1941,2-22=-2006/2540, 10)This truss has been designed for a moving 13-22=-2006/2540,13-23=-2712/3276, concentrated load of 250.Olb live located at all mid 12-23=-2712/3276,11-12=-2712/3276, panels and at all panel points along the Bottom Chord, 11-24=-1 570/2066,10-24=-1570/2066, nonconcurrent with any other live loads. 1 10-25=-2133/2596,9-25=-2133/2596, 9-26=-2133/2596,8-26=-2133/2596, 8-27=-1714/1961 LOAD CASE(S) WEBS Standard 3-13=-516/709,4-11=-1170/1129, 5-11=-228/423,6-11=-1 30/305, 6-1 0=-1 81/430,7-10=-660/606,7-9=0/310, 4-13=-922/906 i dTitl ntFSlutff'Py�!ltrygQ{'A.j}j?1(W'Sjf$tj([r'01311.RIA,A Gr"XINS:a<1C`'aa�nlLi�.i �Y a7'�rlPtU.rsf jt32F[£!Yt'iISRtitEaL'iNpCt.IHt r:i1`t:ti�iF;�rQ'ltitiil1f6A6!1.1R.9'm.r�.ftf"mos15lift aRSL fN 5S41'Jt st loott 111'aill Yiila2.^,t L'Ifl SPi�'ta a3'ts G21C.b3ttlur.l!tr,PSi!PSjPLtPlFtp0.,:(teihJ hjmtG:.9:H:fPRI1QQtf.(SfS.t49.LC`ai�R lt'.tt'35tI t8119titWrftl(ii3:Aff I4 LSititlpFit§ttiPfllI3;1Fi':fiRtaAStliDi(I[r&fEt III 1.:5,6,5tp.1.,I5!;Wg.nft,,wfb!M Anthony T.Tombo llr,P.E. tsl.uistsnrnnla taco-rTu�art:rt4ou>?.f�a.,v,atcairtPt.�,rttpi�tiaia,t��tt,pi;,urxt�:�:r�¢,ate,�tneiadextt=;eat�a,xl.!ttyuPadna.a�ai:r:�u�,i r�t,.u.�t�ri ,at,q:,,n ema�s3i�ssiertwts�Ptt�:zr� �BOQ83 3a faturay��a(SPo-x rssd �tro�etvf yra ut8�lnit mtrat�rP purrs team t�Lsr�au a!ye nast3nn�u mdncr ri�a�e.m wait,i e,P vl,t l' !t3R[WSVR9�SG top Nv{W LtjCKt stirtSSYad S,R rit 4451 St,i ride Blvd. !!! rtnattraat3a aCe rletapis *'utuyEfeRpa ss#nheL SelrsiPtsgFytate u60 :t�xst'sruaa.,w[n.pst lytetet m4xt,ap,Aunfasadmn;tna3tau1f61. Fort Pierce,FL 34946 CopyriltlQ 2016 A-1 Roof hunts-Aalbanyl.Iamb 111,P.F.binoduuion of lbis damment is any ftir,is probibittd.ilhoul Ile written permission homA-1 R'dTim's-Aolhneyl.To b4111,P.E Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A20 Roof Special 1 1 A0070582 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:06 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-V VYoGXODnNoOgipAoPghwLIOyLQVO6VVog 1 AK4yPWO1 1 4-0 7-0-8 9-0-8 10-2- 14-2-0 18-2-0 21-9-3 26 4-0 1 4-0 7-0-8 2-0-0 1-1-8 4-0-0 4-0-0 3-7-3 4-6-13 Dead Load Deft.=3/8 in 4x4= 4x6= 4x6 II 3x4= 4x4= 4.00 12 5 3 4 7 1.5x4 8 0 0 1.5x4 II 2 'm 9 1 rn 0 20 21 12 22 11 23 10 24 25 4x4= 3x4= 5x8= 3x8= 3x6= 7-0 8 9-0-8 10-2- 18-2-0 26-4-0 7-0-8 2-0-0 1-1-8 8-0-0 8-2-0 Plate Offsets(X,Y)— [7:0-2-4,0-2-0] [9:0-1-6 Edge] [11:0-4-0 0-3-O] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.31 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.70 10-11 >451 240 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:121 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 3-12=-269/493,4-11=-459/438, WEBS 2x4 SP No.3 5-11=-445/597,6-10=-486/413, OTHERS 2x4 SP No.3 7-10=-321/491,8-10=-326/484, BRACING- 4-12=-547/396 TOP CHORD Structural woad sheathing directly applied or 3-3-10 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 3-10-4 oc bracing. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf, cross bracing be installed during truss erection,in h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS accordance with Stabilizer Installation quide. (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces$ REACTIONS. (lb/size) MWFRS for reactions shown;Lumber DOL=1.25 plate 9 = 1179/Mechanical grip DOL=1.25 2 = 1284/0-4-12 (min.0-1-8) 3)Provide adequate drainage to prevent water Max Horz ponding. 2 = 84(LC 16) 4)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 9 = 514(LC 9) 5)This truss has been designed for a 10.0 psf bottom 2 = -647(LC 8) chord live load nonconcurrent with any other live Max Grav loads. 9 = 1179(LC 1) 6)*This truss has been designed for a live load of 2 = 1284(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (Ib) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 514 lb uplift at 2-3=-2589/2115,3-4=-2411/2104, joint 9 and 647 lb uplift at joint 2. 4-5=-2637/2248,5-6=-2548/2200, 9)This truss has been designed for a moving 6-7=-2322/2016,7-8=-2452/2046, concentrated load of 250.01b live located at all mid 8-9=-2780/2410 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. 2-20=-1888/2123,2-21=-1856/2381, 12-21=-1856/2381,12-22=-2113/2731, 11-22=-2113/2731,11-23=-2083/2644, LOAD CASE(S) 10-23=-2083/2644,10-24=-2184/2588, Standard 9-24=-2184/2588,9-25=-1517/1949 WEBS 3-12=-269/493,4-11=-459/438, 5-11=-445/597,6-10=-486/413, 7-10=-321/491,8-10=-326/484, 4-12=-5471396 . Xt(€q.�L'££F!S°jE�vit!�f*�4-t•fJT�UI��$fk3�'g k�?$,3(t�s{�.A(Qy"_.151 tf:iL�7-a£[f'{.4�J�.r�k�.r�tC.r�,Nt{4[C32S?I£tE�Att42i1 G.l'k5'itlS�ti}«#?�ft[i;€S$�f}f1�fF!i iEC35�-if.h_r£SU fEPI:E!{ET k1l.r�fSf A.'£(+511Ct3M}hi',E[.tEi? kU:£k:Fz�g: S 2:Eta3£dr:'rMTN:.kx tla�i di ff' "'£ s -P,iiGf@g ljiEr 1 fif.CeflXQf#irlft xsgl;£ El F£x I£dl?£filtEl g..(9-Y-'Cf(A±b£r,gst.hrSlA l£jAt}E:f61rd9t T:OtfiIt LTM IFrt;ktL£S g4n'gxs -,:[g L bsa184_w xi.ud�t nmu!4s€�r r �uz�.ra*r«c�d..£t r�r�t£ar£a£f�.h s wR.Nu'f£N9a£or rzi3s,,taa is+ :�u§i�;�my, hta �+1 xg£S.La tx uxkit� Y' Anther 7.Tombo t:i,P.E.g F g g �.aterau ttl�` it 2t�¢tn gxelg.ur age xa ill r r � f F.. g c3SrxnxcXt Slmsss9sneY.era.atutrs4usae erfs a_s4Pekfid�6—E� f}-r*arls�t.raiet£�£e2q£n4xt lhgEt£Ega7£s nlrfr..,£l:assa upFy,_i:Xak ?tx`x,wdxritsi(4r+Jt t¢55sag£i;eEqr££afraz f.t : ,uiam. # 4451St ucBlvd.Co rr•rta ldt6k-1 Knot it_£.ns km�..eyT.Tam6o IL,P.F,d.prnduet oa d0is domauo»many rum,is pmb:bited=,tkaanbendueopermiss.,c tram A-i iod Trusses.AerbonyT,TasSo 1,P.E FOEi Pierce,FL 34446 P7 s' 4 1 0 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A21 Hip Girder 1 1 A0070583 Jab 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. Wed Oct 26 15:26:08 2016 Page 1 ID:W?quLcRRe?Lf7Le98RjH4yHM91-RugYhCQTI_26wOzzwgs90mgKc9BcswooG-WHPryPWOj 14-0 6-2-0 10-2-3 16-1-13 20-2-0 26�-0 27-8-0 1 4-0 6-2-0 4-0-3 All 4-0-3 6-2-0 140 1 Dead Load Dell.=9/16 in I 6x6= 6= 4.00 12 3x8- 3x = 4 i ' � 1.5x4 II 2 7 1.5x4 II � N t 1 8 )ci d o 25 26 11 27 28 29 30 10 31 32 33 34 35 9 •36 37 , 5x10 MT20H8= 6x6= 10x14 MT20HS= 6x6= 5x10 MT20H8= 6-2-0 13-2-0 20-2-0 26-4-0 6-2-0 7-0-0 7-0-0 1 6-2-0 Plate Offsets(X,Y)- [2:0-4-8,0-0-0),[3:0-3-0,0-2-11),r6:0-3-0,0-2-111,[7:04-8,0-0-0),[9:0-3-0,0-4-81,[10:0-7-0,076-0),[11:0-3-0,04 81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.58 9-10 >536 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -1.11. 9-10 I>280 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(TL) 0.19 7 i n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Weight:167 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except* 1 10)Hanger(s)or other connection device(s)shall be T2:2x6 SP 2400F 2.0E BOT CHORD provided sufficient to support concentrated load(s)82 BOT CHORD 2x8 SP 2400F 1.8E 2-25=-1790/4785,2-26=-3024/7798, lb down and'132 lb up at 6-2-0,118 lb down and 159 WEBS 2x4 SP No.3 11-26=-3024/7798,11-27=4281/10695, lb up at 7-0-12,115 lb down and 159 lb up at 9-0-12, OTHERS 2x4 SP No.3 27-28=-4281/10695,28-29=-4281/10695, 115 lb down and 159 lb up at 11-0-12,115 lb down BRACING- 29-30=-4281/10695,10-30=-4281/10695, and 159 lb up at 13-0-12,115 lb down and 159 lb up TOP CHORD 10-31=-4342/10872,31-32=-4342/10872, at 15-0-12,115 lb down and 159 lb up at 16-3 4,115 Structural wood sheathing directly applied or 1-7-8 oc 32-33=-4342/10872,33-34=-4342/10872, at down and 1 5 b o n and 1 9 and 118 lb down and pOT C 34-35=-4342/10872,9-35=-4342/10, 159 lb up at 19-3-4,and 82 lb down and 132 lb up at BOT CHORD 9-36=-2992/8022,7-36=-2992/8022, 20-2-0 on top chord,and 381 lb down and 191 lb up at Rigid ceiling directly applied or 54-5 oc bracing. 7-37=-1796/4881 6-2-0,292 ll'down and 21 lb up at 7-0-12,292 lb WEBS WEBS down and 21 lb up at 9-0-12,292 lb down and 21 lb T-Brace: 3-11=-771/2529,4-11=-3206/1367, up at 11-0-1'2,292 lb down and 21 lb up at 13-0-12, 2x4 SYP No.3-4-11,5-9 4-10=-84/1675,5-10=0/1467, 292 lb down and 2 b o n and 21 b 292 lb dawn and Fasten(2X) T and I braces to narrow edge of web with 5-9=-3142/1431,6-9=-781/2618 21 lb up at 16-3-4,292 lb dawn and 21 lb lb o 10d(0.131"x3")nails,bin o.c.,with Sin minimum end 17-3-4,and 292 lb down and 21 lb up at 19-3-4,and distance. NOTES- Brace must cover 90%of web length. 1)Unbalanced roof live loads have been considered 381 lb down land 191 lb up at 20-2-0 on bottom chord. for this design. The design/selection of such connection device(s)is MiTek recommends that Stabilizers and required 9 the responsibility of others. cross bracing be installed during truss erection,in 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 11)Warning!Additional permanent and stability accordance with Stabilizer Installation guide. Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; bracing for truss system(not part of this component h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS l REACTIONS. (lb/size) (envelope);cantilever left and right exposed;Lumber design)is always required. ( ) 12)In the LOAD CASE(S)section,loads applied to the 2 = 2271/0-4-12 (min.0-2-5) DOL=1.25 plate grip DOL=1.25 face of the truss are noted as front(F)or back(B). 7 = 2325/0-7-4 (min.0-2-7) 3)Provide adequate drainage to prevent water Max Horz ponding. l 2 5 LC= 62 4)All plates are MT20 plates unless otherwise - ( ) LOAD CAS i(S) Max Uplift indicated. Standard 2 = 5)Plates checked for a plus or minus 0 degree 1285 LC 4 ( ) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 _ rotation about its center. Max Grav 1321(LC 5) 6)This truss has been designed for a 10.0 psf bottom Plate Increase=1,25 chord live load nonconcurrent with an other live Uniform Loads(plf) 2 = 2813(LC 25) y Vert:1-3=-70,3-6=-70,6-8=-70,2-7=-20 7 = 2916(LC 31) loads. Concentrated Loads(lb) 7)'This truss has been designed for a live load of Vert:3=-53(B)6=-53(B)10=-59(B)11=-273(B) FORCES. (lb) 20.Opsf on the bottom chord in all areas where a 5=-115(B)9=-273(B)18=-115(B)19=-115(B) Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the 20=-115(B)21=-115(B)22=115(B)23=-115(B) when shown. bottom chord and any other members. 24=-115(B)27=-59(B)28=-59(B)30=-59(B) TOP CHORD 8)Provide mechanical connection(by others)of truss 31=-59(B)32=-59(B)34=-59(B)35=-59(B) 2-3=-8248/3265,3-18=-7988/3187, to bearing plate capable of withstanding 1285 lb uplift 18-19=-7991/3189,4-19=-7993/3190, at joint 2 and 1321 lb uplift at joint 7. 4-20=-12118/4386,2 0-21=-1 21 1 8/4386, 9)This truss has been designed for a moving 21-22=-12118/4386,5-22=-12118/4386, concentrated load of 250.01b live located at all mid 5-23=-8223/3204,23-24=-8221/3203, panels and at all panel points along the Bottom Chord, 6-24=-8219/3201,6-7=-8487/3280 nonconcurrent with any other live loads. BOT CHORD 2-25=-1790/4785,2-26=-3024/7798, ea,nT-nn,esaslgadarRt-nd.:tnes5[srir�;r;�ts�ttsasse;nzc;mr>cTruxiecrrl:r¢la.u�s:lr�mare:ln�-.�a,ae,artaeasae;:raa,ea,q,oa.mr�;oaexrcrearttaeevs,tt.r�•aaasarlas>aaaa.�k:,aE".iacnatnmat=.o.arst WT,te�a<rsletes akdseesettsa<Tedu!<att ssaTnszOn:g 6tntT�,SrwrhiFliv�xaa ssl aaagr6;vgn:aasnacer.�eadnvEntssnal<ay nasyr-y�,srhgr as tagaaces®fmTres:tq�aaa n:T�rdr.,ata mt rtr.�,n ue:ra,.s�tasud�ars.raaatar Anthony T.Tombo III,P.E. at seal CmLns armTlei!ir;isde mpaYtildpa0nx,a:C.aef,as&and aietu Rkal�Onn,m@e anen Afia nCda lxansas,�ls,au�aa:ms-r�aRa,rleremoat�e:nardna T,,,;�aat�fasesoE.naq<.aneearaeainaa:a;s5zr la ae,aalastulatat 80083 ' Ihrilrer0:ugs aaifeffiean.M al's id14iu RT00a1Ye Inek ad baddhad11 ahrdef6speeal sa4¢IdaameCx,,n[sglrl0assnt rrat M.idnenat N J-d pitam In I611,odoresrnrvina eildae,dRLmVn*pv,T-Llnp 6Traaraasm,uammae,,ralass e Blvd. ,nerrlse iafa¢5lrrtxn�aprdgn![,nrr;l5dl'a•aet lurNAIk,ran Oesga Maxi is 1-1 At1MVII Ceagxr,Own 5tdac bitm W.,uO I.I.III rssadtrat nrasm,s tdtat itRT 4451 St.Lucie 1. (=ofttci 34946 (oppight�igldAd Raofirosses-ArthoayCiaaholt6 P.E.Repodunion afthisdorumeat,inanyform,isprahibhedw5houtfbe a niffenpernissianhom A-I Rooffrusses-ArthanyLb oIII;P.E. l ;XS�PVS6�511DX�A;2;�2 � �HipsG�irder Qty Ply Std Pac/6511 EL D 1 2 A0070584 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:09 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-v4DwuYR531AzXAYIUXNOYzN UOZSabHfxUeFgxPyPWOi -1130 5-11-9 10-11-14 12-2-2 17-7-2 23-2-0 1-4-0 5-11-9 5-0-5 1-2 4 5-5-0 5-6-14 7x8= 5x6- Dead Load Defl.=5/8 in 4 5 4.00 F12 3x6 3x6 3 8 v 4x8= 4x10= M 1.5x4 If 2 7 1bz 17 18 11 19 20 21 10 22 9 23 24 25 8 26 2728 29 ]o 4x10= 3x8 11 10x14 MT20HS= 3x8 I I 4x8= 8x8= 5-11-9 10-11-14 12-2-2 17-7-2 23-2-0 5-11-9 5-0-5 1-2 4 5-5-0 5-6-14 Plate Offsets(X,Y)— [2:1-5-0,0-4-10],[2:0-1-2,Edge],[4:0-5-0,Edge],[5:0-2-12,0-2-12],[7:0-2-9,Edge],[7:1-4-0,0-4-12],[8:0-5-12,0-1-8],[9:0-4-0,0-6-4],[10:0-7-0,0-6-0], [11:0-5-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.48 10-11 >560 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.92 10-11 >293 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:296 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except* T2:2x4 SP No.2 BOT CHORD 9)'This truss has been designed for a live load of BOT CHORD 2x8 SP 2400F 1.8E 2-17=-7150/15993,2-18=-9874/21979, 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 11-18=-9874/21979,11-19=-9874/21979, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 19-20=-9874/21979,20-21=-9874/21979, bottom chord and any other members. WEDGE 10-21=-9874/21979,10-22=-7076/16006, 10)Provide mechanical connection(by others)of truss Left:2x4 SP No.3, 9-22=-7076/16006,9-23=-9827/22214, to bearing plate capable of withstanding 4306 lb uplift Right:2x4 SP No.3 23-24=-9827/22214,24-25=-9827/22214, at joint 7 and 3675 lb uplift at joint 2. BRACING- 8-25=-9827/22214,8-26=-9827/22214, 11)This truss has been designed for a moving TOP CHORD 26-27=-9827/22214,27-28=-9827/22214, concentrated load of 200.01b live located at all mid Structural wood sheathing directly applied. 7-28=-9827/22214,7-29=-7574/17138 panels and at all panel points along the Bottom Chord, BOT CHORD WEBS nonconcurrent with any other live leads. Rigid ceiling directly applied or 7-5-6 oc bracing. 3-11=-1 747/3998,3-10=-6387/3013, 12)Hanger(s)or other connection device(s)shall be WEBS 4-1 0=-1 889/4113,4-9=-497/1178, provided sufficient to support concentrated load(s) 1 Row at midpt 6-9 5-9=-2265/5085,6-9=-6426/2907, 3471 lb down and 1590 lb up at 5-11-9,1491 lb down 6-8=-1502/3648 and 687 lb up at 7-10-12,1491 lb down and 690 lb up REACTIONS. (lb/size) at 9-10-12,1513 lb down and 692 lb up at 11-10-12, 7 9713/0-8-0 (min.0-4-0) NOTES- 1513 lb down and 679 lb up at 13-10-12,1515 lb 2 7959/0-7-4 (min.0-3-5) 1)2-ply truss to be connected together with 10d down and 664 lb up at 15-10-12,1512 lb down and Max Horz (0.131==x3")nails as follows: 662 lb up at 17-10-12,and 1512 lb down and 662lb 2 109(LC 6) Top chords connected as follows:2x4-1 row at 04-0 up at 19-10-12,and 1512 lb down and 660 Ib up at Max Uplift oc. 21-10-12 on bottom chord. The design/selection of 7 -4306(LC 5) Bottom chords connected as follows:2x8-3 rows such connection device(s)is the responsibility of 2 -3675(LC 4) staggered at 0-2-0 oc. others. Max Grav Webs connected as follows:2x4-1 row at 0-9-0 oc. 7 9713(LC 1) 2)All loads are considered equally applied to all plies, LOAD CASE(S) 2 7959(LC 1) except if noted as front(F)or back(B)face in the Standard LOAD CASE(S)section.Ply to ply connections have 1)Dead+Roof Live(balanced):Lumber Increase=1.25 FORCES. (lb) been provided to distribute only loads noted as(F)or Plate In Roof Lie(balanced): Max.Comp./Max.Ten.-All forces 250(lb)or less except (B),unless otherwise indicated. s(plf)a Lod Uniform Loads .25 when shown. 3)Unbalanced roof live loads have been considered Vert:Uniform d 4-5=-70,5-7=-70,2-7=-20 TOP CHORD for this design. Concentrated Loads(lb) 2-3=-23239/10440,3-4=-16908/7590, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert:Concentrated Loa s(lb) 3(F)19=-1491(F) 4-5=-16308f7369,5-6=-1701117620, Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; pert1 1=-34 23=-1513(F)25=-1515(F)26=-1512(F) 6-7=-23447/10431 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 28=-1512(F)29=-1512(F) BOT CHORD (envelope);cantilever left and right exposed;Lumber 2-17=-7150/15993,2-18=-9874/21979, DOL=1.25 plate grip DOL=1.25 11-18=-9874/21979,1 1-1 9=-9874/21 979, 5)Provide adequate drainage to prevent water 19-20=-9874/21979,20-21=-9874/21979, ponding. 10-21=-9874/21979,10-22=-7076/16006, 6)All plates are MT20 plates unless otherwise 9-22=-7076/16006,9-23=-9827/22214, indicated. 23-24=-9827/22214,24-25=-9827/22214, 7)Plates checked for a plus or minus 0 degree 8-25=-9827/22214,8-26=-9827/22214, rotation about its center. 26-27=-9827/22214,27-28=-9827/22214, 8)This truss has been designed for a 10.0 psf bottom 7-28=-9827/22214,7-29=-7574/17138 chord live load nonconcurrent with any other live loads. ae�u3-Flea tlem_,llrrz=kY�e'11 ttf;i tiCSS3rSF'tri�err3tl IFLQS 8(Ol�IfIYS(Of!OYi"[GfC'}llYE76't[ALL;Nr'ho.ruin tF;ippzesehn=eE=ed oohs of i r=est Ce:igr Crteis3�ib3;nad Ile E�nrL re:h 17;rL le!em¢S!s!Lefue=u.P=less d2a•ise sMdn Ge ,ec!p wTm—itphhs.WI:udf S'r9hler trseinsOu�Fe9n=.s;ie,`I nhirlosen::�ne767rgrt,gcnscep5ardh(Ik.veltlernsi¢genra�w trim�deue{ereete# FODedr.euumF i tal,n¢ •Ixsruties sur'ry. AnthonyT.Tombo III,P.E. ntne eliwslureni 4iti.hfteasrns¢1t3=fE¢�nrt,:c Crui sva6=iuir3rcnne[:+ifvpO:s:�n,istl<aaed u73=1tLlkeoxl ik laslkviLe3cadantlAl.F4 yp;=nla!Gr rCO nE ny fi:13=ue!deG ss hdein3Firdog sluye,nsO elNai Mnr3 sluedxsr puvf laid. =80083 ' 6etnl@p0'.s!puaahY Nu.pQeAn se<•a is�IDC nit*;raCile.ed'uie:InsAKt:lxCt:36:paeetSrthHtr¢etlalF[f@rdr,*.ttFlrlRpl SYJ ur,e!nolFMis>ud pil:xe.rFrF efi¢es Renspnxa(�es nik6rcd RaLass Osyes,inu 0nips Fn;rseuesilrtssF�tlnet,nless 'Atm.iehxllr eNW soMquh woos Ir e11M.e isnint.lu FNnDaItt Dl-IS KIM 11:1e3 De113xe.IT-50m rgee:of nr hAIII.all apedmin c ar n dha own. 4451 St.Lucie Blvd. • Fort Pierce,FL 34946 (opyrig6!�1�I6h-1FaaFTmss=s-Aethocyi.Ta950ill,P.F.Repr¢dugional ibis dacomem,in any form,izprohihitedwif6oerihe wiinenpermissicnhernAdRaolTrusses-dnthonyi.Ta>74n III,P.F. y I Job Truss Truss Type Oty PIY Std Pac/6511 EL D XSPVS6511DX A23 Hip 1 1 A0070585 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:09 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-v4DwuYR53lAzXAYIUXNOYzNXkZSgbTzxUeFgxPyPWOi 1 4-0 4 4 8 9-0-0 14-2-0 18-9-8 23-2-0 24-6-0 1 4-0 4-4-8 4-7-8 5-2-0 4-7-8 44-8 1-4-0 i I Dead Load Defl.=1/4 in 44= 4x8= 4.00 F12 4 5 1.5x4 zz 1.5x4 3 IV! W2 61 A 1.5x411 2 7 1.5x411 [ 1 2B IM 20 10 21 9 22 lg 23 4x4= 3x8= 5x6= 4x4= 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 1 Plate Offsets(X Y)— [4:0-2-4,0-2-81,f5:0-5-0,0-2-01,[9:0-2-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.29 9-18 >962 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.55 9-18 >502 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:109 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 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 3-7-8 oc purlins. grip DOL=1.25 I BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 4-1-9 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 quide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6)'This truss has been designed for a live load of 2 = 1136/0-7-4 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 7 = 1136/0-8-0 (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 = 79(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 567 lb uplift at 2 = -567(LC 8) joint 2 and 567 lb uplift at joint 7. 7 = -567(LC 9) 8)This truss has been designed for a moving Max Grav concentrated load of 250.01b live located at all mid 2 = 1136(LC 1) panels and at all panel points along the Bottom Chord, 7 = 1136(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2398/2203,3-4=-1954/1687, 4-5=-1816/1680,5-6=-1952/1687, 6-7=-2397/2202 BOT CHORD 2-19=-1006/1767,2-20=-1945/2235, 10-20=-1945/2235,10-21=-1346/1816, 9-21=-1346/1816,9-22=-1957/2235, 7-22=-1957/2235,7-23=-1027/1772 WEBS 3-10=-461/641,4-10=-103/323, 5-9=-104/420,6-9=-461/640 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 ae,n;-n:acem�;lqee,�.ne•rua::res<s!z!a,BE636tEEtasBr�+o;n:ncrtaw'rcr;r;ruacmrnsuurE„r<l�nrtmpp7-rtreeeanlm4eu,dcmueei�c�.:,;pe�;w,la lmaJrrelac!,t�Be�e„sw:B:r>•eK Bmc:tern rn! m to tJ WTskr,stffisNenss4dlk setixte-Gt'ule stt le�TressOn Eynes[e.5lemhF'j�!`tl �e,�to;:yn:ms�,seorffiednsJrte vim a;tlxm;r_a�s�ler+l; rosy dc�stly:r:,r:J�:lntvrao sp.lst�tnt rre�<npm.ar;.ss. s;u tress, rla�J Anthony T.Tombo III,P.E. ,9-dLr.,lnssia•art+& @easpeco:IipdElOnr,Ca(I.eRso:demela;+du M1.L7t�Pa'pn,�eie udedd5•Ili,&el uineExeES�;ltizicol:ulrtld.rlee[fmol Allsf06 selmifi:.leue'.ftein;xhdrF;Faxdey dneieMtel.e�nlFns;sStlhtle res;rtsal d =80083 ' tle Beefs]Bsigr a6>tiedrt..BVedes sd ed'u E�1DC nt5e rafirtsntnildiaesdtkl:i;£e;(evgauelSteq E�ermetmli[51)rd6:kE/lrlfl nl SBU ue ielnmel ExBa�il piles.IFFlidivesRe rts;sas!vlEies eel Eeriesdl�Las;tleHpn,Tm;sk:gsty+eant En;s Y.aeh:M1rey nless: 4451$t.Lucie Blvd. etlnxh:kfaeBlrelxk�epe.Msie!c mars-IJc1 retie;tlutr:i the tra;tDa!nEe;ceu is FGlfle[z 11ie36eslpn,aLn;4ttea hro:nu`eeJAai111er Al tt;tldhellaxim et Eden/k T4E. Fort Pierce,FL 34946 (oppight 02016 Al lodfmsss-hlhoq T.lmho III,E.E.Reptodutliw dthitdammant,irony(oem,is prohiQitzd whhoutthe written permissionhem Ad BaolTmsszs-Arahonyi.Tamho 8l;P.F. Job Truss Truss Type TtyPIY Std Pac/6511 EL DXSPVS6511DX A24 Hip 1 A0070586 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. Wed Oct 26 15:26:10 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-NGnJ6uSjgblp9K7x1 Fud5BwlzzozKwO4jl?NTryPWOh 1 4-0 7-0-0 11-7-0 16-2-0 23-2-0 24-6-0 1 4-0 7-0-0 4-7-0 4-7-0 7-0-0 1-4-0 Dead Load Defl.=3/8 in 4x4= 4.00 12 3x4= 4x4= 3 5 to 1.5x4II 2 8 1.5x4II 1 7 Its o a 19 20 10 21 9 8 22 23 4x4= 3x4= 3x8 MT20HS= 3x4= 4x4= p 7-0-0 16-2-0 23-2-0 7-0-0 9-2-0 7-0-0 Plate Offsets(X,Y)— (3:0-2-4,0-2-81,(5:0-2-4,0-2-8I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.40 8-10 >701 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.76 8-10 >373 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:98 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except- NOTES- T2:2x4 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30`Except' B2:2x4 SP No.2 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BRACING- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS TOP CHORD (envelope)and C-C Exterior(2)zone;cantilever left Structural wood sheathing Y PP direct) applied or 3-10-14 oc and right exposed;C-C for members and forces$ purlins. MWFRS for reactions shown;Lumber DOL=1.25 plate BOT CHORD grip DOL=1.25 Rigid ceiling directly applied or 4-4-4 oc bracing. 3)Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 4)All plates are MT20 plates unless otherwise cross bracing be installed during truss erection,in indicated. accordance with Stabilizer Installation guide.. 5)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 6)This truss has been designed for a 10.0 psf bottom 2 = 1136/0-7-4 (min.0-1-8) chord live load nonconcurrent with any other live 6 = 1136/0-8-0 (min.0-1-8) loads. Max Horz 7)'This truss has been designed for a live load of 2 = 64(LC 12) 20.0psf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -581(LC 8) bottom chord and any other members. 6 = -581(LC 9) 8)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 581 lb uplift at 2 = 1136(LC 1) joint 2 and 581 lb uplift at joint 6. 6 = 1136(LC 1) 9)This truss has been designed for a moving concentrated load of 250.01b live located at all mid FORCES. (lb) panels and at all panel points along the Bottom Chord, Max.Comp./Max.Ten.-All forces 250(lb)or less except nonconcurrent with any other live loads. when shown. TOP CHORD 2-3=-2209/1716,3-4=-2043/1717, LOAD CASE(S) 4-5=-2039/1718,5-6=-2205/1717 Standard BOT CHORD 2-19=-1740/1911,2-20=-1436/2022, 10-20=-1436/2022,10-21=-1798/2354, 9-21=-1798/2354,8-9=-1798/2354, 8-22=-1442/2018,6-22=-1442/2018, 6-23=-1673/1832 WEBS 3-10=-114/406,4-10=-454/403, 4-8=-458/401,5-8=-114/405 Snug-Floe e+m,llp«rk:t lie'11 r0i�>nrSc3 Q1r1';nF69d11it4f 6 L75DIDDdS rdSTCYyfiL1Y}FC[EDbtFD-at-:%r Mn rr.Dp[ipy><zx!ho¢ed re¢I entt n!is(rest Cesi;tDrtxie;�l;;zd 6rfttrapL ie:tt Lt,rf.lehnvs SlenEefne re.Ddte a»rt.in rttdrn Ge I?D.etlp IATek—mrVC t#Pl:ttettartt;DCuttrtL At!UutCm:t hgo:n;i l,tieatMGA+-i9:!�¢tad@D>tpre;ttn iJ¢np:�etrf!t rsx`.;sitnle¢ytonrngromeD:hht 1t/esiy tt 2:sings Ge±;leplda8!I.Dnli,t¢1n liFl.t't'taigfsssaita;,ic.'ui¢du"'ets,ssiu5i�ry Anthony T.Tombo I[I,P.E. t:t rsednttiuss lx If3:i--;It M1t:aµrsf:ltpAfie D.ta,@sDx+tisoAknited geyult!kilPug D!:7.u,indu ttA<ddYaeOviFt f!(alfkpo¢I dlegtoTzatltlp.Re epprn¢Idlie lCDnt®yfi!Il+tedtlt rn:t;adWtgkneTmg.slxt;t,usfr7tNanl4ns;s4dlge Ct ttsp¢esi41hp t1 80083 ' 0e61&jC!tigHt+d6:trttln.AH[tftss!!¢dInel t"wthal.1tiedssNoybptrti44fitk1tiq rl9nze6wit(SOptYfi•,ff/VpV.atbilol.e11"JUtMpS ittahudirMI-1. ertspr�jufit!¢!361iaArr:L!nD!scut,itcss0!!i;rEa7retreeiprtssRvh3+m;odm 4451St.LucieBlvd. rBerrie iefutdlr ttstrccelaps!drynt vnr;rs Ida!pemts int!td.irte lrrss Decn 6g'su Is E)r 5e dtdlit;D<sl;nyuLas;4ntz[tguzn a!uplaDllag.SII upddtrd Ixss ne rsdduel rc141. Fort Pierce,FL 34946 Copyright9YQlbA-IRDaitr�ss:c-Arphoey[.T:mDa III,P.E.Redrodunianet this dntumdnt,innny form,ispro6bitzd without t6etreitlenpepmissian from A-lFDolfrusrs-AethDnyi.TamCo III;P.E. I 3 Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070587 XSPVS6511 DX C01 ROOF SPECIAL GIRDER 1 3 IJob Reference o lianas 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. Wed Oct 26 15:26:11 2016 Page 1 ID:W?quLcr?Re?LfzLe98R1H4yHM91-rTLhJESLbvQgnUi8byQsdOSsbM623ChEyxkxOlyPWOg 1 4-0 41 -8 7-9-4 11-3-0 14-0-0 16-5-4 118-0-14 21-2-0 1 4-0 4-3-8 3-5-12 3-5-12 2-9-0 2-5-4 2-1-10 2-7-2 5x6= 1.0x4 11 Dead Load Defl.=5/16 in 5 s 4.00 F12 T l 3x4 4 3x4 N 4 11 x4— 5 8= 3 x8 9 10 VS T.1 v z 1.Sx4 II 2 1 o ` 29 18 .30 17 31 16 32 15 14 33 13 34 12 35 28 11 3x4= 1.5x4 11 3x4= 4x8= 3x4 II 3x8= 4x6= 3x8 II 5x10 MT20HS= it 4-3-8 7-9-4 11-3-0 14-0-0 16-5-4 18-0-14 21-2-0 4-3-8 3-5-12 3-5-12 2-9-0 2-5 4 2-1-10 2-7-2 Plate Offsets(X,Y)— [5:0-1-4,0-2-81,[7:0-2-8,0-2-121,[10:0-3-12,0-2-121,[11:0-4-4,0-2-141,[12:0-1-12,0-2-01,[13:0-2-0,0-1-81 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.22 14-16 I>999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.43 14-16 1>576 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:390 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 8)This truss has been designed fora 10.0 psf bottom BOT CHORD 2xx 4 SP M 30*Except* 2-28=-1752/3615,2-29=-2166/4782, T 2x6 SP BOT CHORD chord live load nonconcurrent with any other live E B2:2x6 SP 240OF 2.0E 18-29=-2166/4782,18-30=-2166/4782, loads. *This truss has been designed for a live load of WEBS 2x4 SP No.3*Except* 17-30=-2166/4782,17-31=-2078/4742, 20.Opsf on the bottom chord in all areas where a W12:2x8 SP No.2,W11:2x4 SP No.2 16-31=-2078/4742,16-32=-5498/13811, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 15-32=-5498/13811,1 4-1 5=-544 9/1 369 4, bottom chord and any other members. BRACING- 14-33=-5705/14366,13-33=-5705/14366, 10)Refer to birder(s)for truss to truss connections. TOP CHORD 13-34=-3822/10265,12-34=-3822/10265, 11)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 cc 12-35=-552/1479,11-35=-552/1479 purlins, except end verticals. WEBS to bearing plate capable of withstanding 2901 lb uplift ROT CHORD at joint 3-17=-265/340,4-17=-88/311, 12)Load l and 934 case(s)21b uplift at joint 2. 4P17,18 has have been Rigid ceiling directly applied or 10-0-0 cc bracing. 4-16=-527/353,5-16=-2137/5404, modified.Building designer must review loads to verify 5-13=-438/2438,7-1 6=-1 04621413 5, that they are correct for the intended use of this truss. REACTIONS. (lb/size) 7-13=-438/599,33,8-15389/2045, 13)This truss has been designed for a moving 2 = 78-0 Mechanical 10-12=-3696/9933,8-13=-2101/775, concentrated load of 250.01b live located at all mid 2 = 2113/0-8-0 (min.0-1-5) 9-13=-1927/4814 Max Horz panels and at all panel points along the Bottom Chord, 2 = 442(LC 40) NOTES- nonconcurrent with any other live loads. Max Uplift 1)3-ply truss to be connected together with 10d 14)Hanger(s)or other connection device(s)shall be 11 = -2901(LC 5) (0.131"xY)nails as follows: provided sufficient to support concentrated load(s)356 2 = -934(LC 4) Top chords connected as follows:2x4-1 row at 0-9-0 lb down and 301 lb up at 14-2-14,192 lb down and Max Grav cc,2x6-2 rows staggered at 0-9-0 cc,2x8-2 rows 225 lb up at 115-0-12,1688 lb down and 821 lb up at 11 = 7769(LC 1) staggered at 0-9-0 cc. 16-2-12,1596 lb down and 777 lb up at 18-2-12,and 2 = 2113(LC 1) Bottom chords connected as follows:2x4-1 row at 1598 lb down and 779 lb up at 19-2-12,and 1605 lb 0-9-0 cc,2x6-2 rows staggered at 0-9-0 cc. down and 780 lb up at 20-5-4 on top chord,and 381 FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 oc. lb down and 1134 lb up at 14-1-9 on bottom chord. Max.Comp/Max.Ten.-All forces 250(lb)or less except 2)All loads are considered equally applied to all p �lies The design/selection of such connection device(s)is , the responsibility of others. when shown. except if noted as front(F)or back(B)face in the TOP CHORD LOAD CASE(S)section.Ply to ply connections have 2-3=-5105/2034,34=-5018/2020, been provided to distribute only loads noted as(F)or LOAD CAS (S) 4-5=-4620/1863,7-14=-20/304, (B),unless otherwise indicated. Standard 7-23=-14454/5494,8-25=--14454/544, 3)Unbalanced roof live loads have been considered, 1)Dead+Roof Live(balanced):Lumber Increase=1.00 8-24=-14454/5494,8-25=-14454/5494, for this design. i 9-25=-14454l5494,9-26=-10265/3822, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=1.00 26-27=-10265/3822,10-27=-10265/3822, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Uniform Loads(psf) 10-11=-7015/2641 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Vert:1-5=,70,5-6=-70,7-23=-70,10-23=-210, BOT CHORD (envelope);cantilever left and right exposed;Lumber 11-20=-20 2-28=-1752/3615,2-29=-2166/4782, DOL=1.25 plate grip DOL=1.25 Concentrated Loads(lb) 18-29=-2166/4782,18-30=-2166/4782, 5)Provide adequate drainage to prevent water Vert:14=296(B)8=-1648 23=-169 24=-181 17-30=-2166/4782,17-31=-2078/4742, ponding. 25=-1556,126=-155827=-1577 16-31=-2078/4742,16-32=-5498/13811, 6)All plates are MT20 plates unless otherwise 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab. 15-32=-5498/13811,14-15=-5449113694, indicated. Attic Storage+0.75 Attic Floor:Lumber 14-33=-5705/14366,13-33=-5705/14366, 7)Plates checked for a plus or minus 0 degree Increase=11.00,Plate Increase=1.00 13-34=-3822/10265,12-34=-3822/10265, rotation about its center. Uniform Loads(psf) 12-35=552/1479,11-35=-552/1479 Vert:1-5=,60,5-6=-60,7-23=60,10-23=-230, 11-20=-20 Continued on page 2 Concentrated Loads(lb) C@;<sJ•ntWlvlfAyJrft?�Pif$4'tSEt:'Altl�$Y�$E()ryr�61 KILN:B(Q9:�rt�1$EE:II+I{tl!(rjdESA'jb.W'r�[•rtthf6 rtEdrdtljFrSf:l:F.fStiftt(F::?:M['ffiltf3r?9)I:TiilFril(It9d�f{F?5itr(.itF%L9.r�.(Sbtt:4SlrpEtrPtt44f.r�fi:i:?t4Stl°.'tdp'ttft�.i{ir !li fd tf@rJ9fr�'fii!{:1f}5tdmsPlrbasf eisd d.tr.if tl t"[�tS L$(tMOr RjI'Pl tflFlt WrlkGrr,.rrir,'fnRlf}tW?t it hfiittl LStE elttk'35i.'ff bt EN(43fEt FtrAr iUjl3 if{fff°iktrdV GtfNJ tdr,n(uqu.:kr(fsgafsampsa;,lm'rd t^tf is,s iltd( Anthony T.Tombo 114,P.E. W"1449lsfnss F.ritt4rJfalnaerrlxa]te.a'1<au,dtC..{,is of{£Sttivne G::fmr t yar ie he Wmat�7f,k Q:a n Ieal pe:Gagrct.xl.rE 1.I3tgtrf3dd0e1.AsinrSzi£✓t3e it'u'sear.fueAny:mitq!,3<teCaa ku-{i$vGl hf.spu a•d .60083 Ezt �t ti t¢r , 44515t.Lucie Blvd.e{.fEi¢f�zd s�.etd;{ft hrrlitrh rR(a5es urthPL[let ssf 7.nF @fit.a A51 Fe t'vart4;tiz;.n rm{s sst.a i{r,frtf ai to dzoGar;,;c�tk�ud;fecsin as(eEea a IrEA Fort Pierce,F1 34946 to f 2t2 i018 A-1 Rnal rrszss-Ambce Llembo ltl,P.F.Ge mdoaicn ot0is daimmsnt in as Fim>is rahbi,eSLitbaat the giitfen efmissiou dmm A-1 Reoi trusses-Auibeu l.lo la lll,P.E p!7 9 Y ➢ Y- P P Y Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX C01 ROOF SPECIAL GIRDER 1 A0070587 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 312016 MiTek Industries,Inc. Wed Oct 26 15:26:11 2016 Page 2 I D:W?quLcr?Re?LfzLe98 Rl H4yH M91-rTLhJ ES LbvQgn U i8byQsdOSsbM 623 Ch EyxkxOlyP WOg LOAD CASE(S) Standard Concentrated Loads(lb) Vert:14=-294(B)8=-1464 23=-143 24=-156 25=-1382 26=-1384 27=-1400 14)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pig Vert:1-5=-30,5-6=-30,7-23=-30,10-23=-210, 11-20=-20 Concentrated Loads(lb) Vert:14=-224(B)8=-911 23=-67 24=-83 25=-861 26=-863 27=-868 17)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pig Vert:1-5=-60,5-6=-60,7-23=-30,10-23=-200, 11-20=-20 Concentrated Loads(lb) Vert:14=-294(B)8=-1494 23=-170 24=-165 25=-1412 26=-1414 27=-1421 18)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor,Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pig Vert:1-5=-30,5-6=-60,7-23=-60,10-23=-230, 11-20=-20 Concentrated Loads(lb) Vert:14=-294(B)8=-1464 23=-143 24=-156 25=-1382 26=-1384 27=-1400 9ezup Flee Renrrurrwk-e 6:'lI lOui ir4Sc3fSE3 y iEF7Yf I79S 6 G1.91P01S tOSiOY{1C�PjSD:59diEII�nYSr hro.lndf(eripr�stltn oeE rerl eCet nRir l,en Cesipa 0rtxupP[:jmlRe temarl.6att G;P'_te!sn:e Sistttlae nt Celeo ctmire siltl u Re�O,ttlp MTtktrstRttpletts s4dkusdAx2tlMul,Wt is Ow 0.s:php-fa,speatty Frpira�.Re sainaepTCO"resins n-p—dine ve'l:isul urltsiuplg.a fx la Iniptllhe mple 1—fijd�d MOD ulp,eew TFl 1.NInip enrarte;,MrepreWl,ri,srtVdy Anthony T.Tombo III,P.E. n(ntdtn.Ttnt Wars 11.liar rerpnitnrpdM G."."h0—rs a0hdn(epednW1611pess:gx,hle rdtddlhe6C,deitc.1 ra 1.1tdl(leyto(toeeTPld.lz epp�nddlle IDOnEtapfieliose t!Rei:rss,ade(iq esstTmp,slrrypinleCefmR(tmsl s4d;h�rnpeesilea(d 4600B3 ' ltlr7fcpC:sipzrtxs[e:3W.Ntdes stltrtnY•rCO nlCx pohttsetl re.lelnedtrk" prpasi Ss51r L9e,ed'emikt9iprlWkNirlfi nE SYA ct ielrerdW:p�rld ptilrre.lrll EtfitesRe respnswTon nl(NeedR:Ins,O:s:,ny,i,ess O::Ip Egeeaui lnss Nnde�tin.nlets. 4451 St.Lucie Blvd. Etrdt fort Pierce,FL 34946 (oppilln02Qldh1Roaffmises-AnihonyT.Tomlin 111,P.F.Repurdunion alibis dounent,in any form,isprohibileda•ilhoulthemilenpermission from AdRoofimsses-Amhonyf.Tom haill;P.F. ' I ' Job Truss Truss Type Oty �PIY �Std Pac/6511 EL D XSPVS6511 DX CO3 Common 5 1 A0070588 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:13 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-nrTRkwUc7WgO0nrWj NSKjpXBsArtXGXXPFD24AyPWOe 14-0 5-10-6 10-11-0 15-11-10 21-2-0 1 4-0 5-10-6 5-0-10 5-0-10 5 2 6 4x6= Dead Load Deff.=1/4 in 4 4.00 F12 1.5x4 'I i5z4 3 5 2 ¢, 1.5x4 II 2 1 6 0 1 I -- o r ,o r r 18 9 19 8 7 20 r 17 3x4= 3x8 MT20HS= 3x4= 3x4= 4x6= 7-2-11 14-7-5 21-2-0 7-2-11 7-4-10 '1 6-6-11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.31 7-9 >832 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.57 7-9 >445 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:92 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 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat-II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left WEDGE and right exposed;C-C for members and forces 8t Right:2x4 SP No.3 MWFRS for reactions shown;Lumber DOL=1.25 plate BRACING-TOP CHORD grip DOL=1.25 Structural wood sheathing directly applied or 2-2-0 oc 3)All plates are MT20 plates unless otherwiseindicated. ROOT CHORD p T 4)Plates checked for a plus or minus 0 degree rotation about its center. I Rigid ceiling directly applied or 4-5-11 oc bracing. 5)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation uide, 6).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 936/Mechanical bottom chord and any other members. 2 = 1063/0-8-0 (min.0-1-8) 7)Refer to girder(s)for truss to truss connections. Max Horz 8)Provide mechanical connection(by others)of trust 2 = 113(LC 12) to bearing plate capable of withstanding 391 lb uplift,at Max Uplift joint 6 and 518 lb uplift at joint 2. 6 = -391(LC 9) 9)This truss has been designed for a moving 2 = -518(LC 8) concentrated load of 250.0Ib live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 2 = 063((LC C 1) nonconcurrent with any other live loads. I FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-2142/1884,3-4=-1920/1738, 4-5=-1850/1677,5-6=-2059/1813 BOT CHORD 2-17=-1246/1601,2-18=-1694/1979, 9-18=-1694/1979,9-19=-1035/1331, 8-19=-1035/1331,7-8=-1035/1331, 7-20=-1618/1891,6-20=-1618/1891 WEBS 4-7=-415/640,5-7=-339/483, 4-9=-492/714,3-9=-373/518 NOTES- 1)Unbalanced roof live loads have been considered for this design. itry;•fltnf rrz!irrdt'41i}aRt3i5FSNt1 yEiSDtti34}itQYtigffl61eY1(11ttf}FECf9A;iE4k�t'k:¢Tnlrlrjtrmfsflts et{eftceksmgi;mtC:.',m:rticil@F';ttiYf Ffifnl.e:ns®,t:.rsh:ntfStedEa;rcHs t'tss r'-'r tsirtdu2e Td,nN Stftii-JYrf.Sl3=14§S'ltEl(3f ltf lt}f){rartT.If Oti tifb yL:ltttlry ljl��1 St$ff tt;TQQ HRS-":t%ittfi>,1defJ'dtl3%td;!61Atftit;'t:1S3L:i:tl tC htttd�if(sd{it;blrss}[trldN 1P@t)ratdr,M(lltt-0.:tf({iiT3DfiF �.IY}Sr TA^[ff,S77tEl zdat t'tllsl tL urSoiEftpnsu:prtsdlmd 0au,dlG.:zrs f.:-a.rtiytderhe6rtar 7en;7e,U6nz:atddfJt,6eMaiile.d Ee(ts alzi?n.rut ddHtt„aa(ci i�de t i f ns,.nua u�: �t:t f,idtlmct dtt strt,deff� st' Anthony T.Tomb 80083 If;,F.E.? B083 kt l:2tu;a.�^az1(¢btfff l7u'ss sd fdpdt CQ¢itu rtsstes¢tp-rl-s slot kdtq 6xqur'S fl Gdxsaif,141;idlis7t3tral¢lSttrsm refr{anx(r gf*sfl ydlua.lfl.Sr'cfs4%re:rta wtmf}eOtSf{t1Et E>ss6tu;w5 Erar-Qxsra(x{xu¢Qno M>xhdrta,edess 4451 it.Lucie Blvd. 33dlI't({6tl4fltt4"2H TpYt(f;U tS aiilb;Etd{latifs3ithtl,ta,r tyia.dr,tl;Rt�1:XQ't Ikkfit;Yi1}9:;rf'TR51:5}RprFSi¢ttld¢fltt(}Ar,:.:fk{I�:],1,F.A.IIt t:(?�ft1611rE1, � CoprrigEl tC'i716 A-1Rvrri3tessrs-Anlhsyl.lomEolll,F.E Bcpmdudinn alEGisdota:ne¢t,in aapte}r,is pm5i6ited.itbeul@e ndeen permizsiae ttnm A-1i:oaiTmsscs-SrtActpl.TeLFn III,P.L Fort Pierce,FL 3494E ;XSPV;S�6511DX�CO�4 � Truss Type Oty Ply Std Pac/6511 EL D Common 2 1 A0070589 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:13 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-nrTRkwUc7WgO0nrWjNSKjpXDMA2XGaXPFD24AyPWOe -4-0 5-10-6 10-11-0 15-11-111 21-10-0 23-2-0 141 5-10-0 5-0-10 5-0-10 5-10-6 14-0 4x6= Dead Load Defl.=1/4 in 4 4.00 12 1.5x4\\ 1.5x4 3 5 2 1.5x4 11 2 1 6 75x411 1 ' 20 10 21 9 8 jo 22 19 3x4= 3x8 MT20HS= 3x4= 23• 3x4= 3x4= 7-2-11 14-7-5 21-10-0 7-2-11 7-4-10 7-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.30 8-10 >887 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.55 8-10 >474 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:96 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170 h(3-second BOT CHORD 2x4 SP No.2 m p ( secon gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Extedor(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces 8E Structural wood sheathing directly applied or 3-8-11 oc MWFRS for reactions shown;Lumber DOL=1.25 plate puriins. grip DOL=1.25 BOT CHORD 3)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 4-6-1 oc bracing. indicated. 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 2 = 1076/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 6 = 1076/0-8-0 (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 = 93(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 523 lb uplift at 2 = -523(LC 8) joint 2 and 523 lb uplift at joint 6. 6 = -523(LC 9) 8)This truss has been designed for a moving Max Grav concentrated load of 250.0Ib live located at all mid 2 = 1076(LC 1) panels and at all panel points along the Bottom Chord, 6 = 1076(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2176/1912,3-4=-1953/1765, 4-5=-1953/1764,5-6=-2176/1911 BOT CHORD 2-19=-1198/1615,2-20=-1654/2011, 10-20=-1654/2011,10-21=-1005/1368, 9-21=-1005/1368,8-9=-1005/1368, 8-22=-1661/2011,6-22=-1661/201 1, 6-23=-1220/1615 WEBS 4-8=-486/709,5-8=-374/520, 4-10=-487/709,3-10=-374/520 NOTES- 1)Unbalanced roof live loads have been considered for this design. BEsnd-Flx HueEll.reGE:li 1INITIMS 18?.i[E33[I[L7Sfi41tigIIlCfi[7Si0Yi'ILT:Yf:[[6;3JdSlF:k1'M1rR le.dFGegEW sHucredreF/er:esa His fors ee!ig3aReHd(IPsimd!le[vH®rLttzlEla,t?.le!eRas S7e:lhM1re Ev.edeueZu.iss.'EINarte[^a,ed( ILTsta dudlnas�dkes HYET{HF<tdLASEinuOsgEgn:a¢:,'.iearlfiGdH r`.H IRC71(�ittFRtn3C1(GtjtIIeQH3g0.[:SledellFSi:llpl3tl :L`1J[9I�EIef139EIC'8511j(trRittj��FlIY1�GEEIr,tFdplf{I.rXt<SRj911RSr.{ff,IH1.Rr3/0E RfiY'tlr Anthony T.Tombo III,RE. ne rs:dtx,ii:n Fx rsr t+isi-she rsprru o7dsa d.eq Pa C......fthdqwr He Mldt�O�get,h3e uEledc(Poe�ftelt(efta Ha:l bi lligFoivudt7ld.NEr—ldf:e Taasetnd Udeu dieT-nRd,rud Fne[ed:ITaie,iesUrmwFEd kat—Sil 1,de ut."'vtd a$0083 ' IiedilCeyO:ugsaaL>~mrc.ARenEsrdEauP.aC^ualYatmdaselrelue3E[ti'ltifrle-t{eulStclEldnselua=,Ef54tolfi:ke/LIXnISFl.Iceidnn:ElbrransdpnffiuE.iFTle:finesRerestEa3iRiaadhlisdnnLEss0.szs,iarsR:ipa;yFues![rtssMnand.r<r.odess 44515t.Lud3Bivd. ttlnrfuvFaedlT t:aaalFgedryeehv P.rE iyrl}rties lndnl lOa Tran Desw[eds�t is LlHe{tI1HgQeslgan.uLas;.asks EE1H.¢idnJe:ddHr..R mdadRN tag;uenddued'xii41. Fort Pierce,St.Lucie 3494b Copyright 1)2016 A-I Roffwas-AnthouyL lomho III,P.E.Reptodudion.11%doramant.in any form,ispeohibiladwhhoulihe wFiftenpelmissionftom A-I Raaffrums-drthonyl.lamla III,P.F. I I Job Truss Truss T e Q Ply 1 EL D YP ri Std Pac/651 XSPVS6511DX C05 Common 1 1 A0070590 Jab Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:14 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-G21 pyGVEugoFexQiG4zZF14O2aBHGkSgevzbdcyPWOd -14-0 5-10-6 10-11-0 15-11-10 21-10-0 23-2-0 14-0 5-10-6 5-0-10 5-0-10 5=10-6 14-0 i 2x4// Dead Load DeFl.=1/4 in 2x4 O 3x4 II 3x4 II 4.00 12 4 7 1.5x4\\ 1.5x4 3 8 0 m i 1.5x4 11 2 9 1.5x4 11 1 10 j! 23 13 24 12 11 1 25 � o I 22 3x4= 3x8 MT20HS= 3x4=i 3x4— 3x4= 7-2-11 14-7-5 21-10-0 7-2-11 7-4-10 7-241 Plate Offsets(X,Y)— [5:0-2-0,0-0-41,[6:0-2-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.30 11-13 !>880 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.56 11-13 >468 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:96 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BRACING- Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; TOP CHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Structural wood sheathing directly applied or 3-9-7 oc (envelope)and C-C Exterior(2)zone;cantilever left purlins.T ROOT CHORD and right exposed;C-C for members and forces&Rigid ceiling directly applied or 4-6-14 oc bracing. MWFRS for reactions shown;Lumber DOL=1.25 plategrip DOL=1.25 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)All plates are MT20 plates unless otherwise indicated. REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree 2 = 1076/0-8-0 (min.0-1-8) rotation about its center. 9 = 1076/0-8-0 (min.0-1-8) 6)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 88(LC 12) loads. Max Uplift 7)'This truss has been designed for a live load of 2 = -529(LC 8) 20.Opsf on the bottom chord in all areas where a 9 = -529(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the I Max Grav bottom chord and any other members. 2 = 1076(LC 1) 8)Provide mechanical connection(by others)of truss 9 = 1076(LC 1) to bearing plate capable of withstanding 529 lb uplift at joint 2 and 529 lb uplift at joint 9. FORCES. (lb) 9)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 250.Olb live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 2-3=-2150/1867,3-4=-1940/1732, 7-8=-1940/1732,8-9=-2150/1867, 4-5=-1792/1704,5-6=-1376/1379, LOAD CASE(S) 6-7=-1792/1703 Standard BOT CHORD 2-22=-1238/1650,2-23=-1608/1984, 13-23=-1608/1984,13-24=-1007/1376, 12-24=-1007/1376,11-12=-1007/1376, 11-25=-1615/1984,9-25=-1615/1984, 9-26=-1260/1650 WEBS 6-11=-448/690,8-11=-338/476, 5-13=-448/690,3-13=-338/476 8ecnr-Flye tlerte;k¢mi¢vKe'k119Si 11CSS3(S'1`J ySEEBAI IEUf641etII11uY>iA?OY-rLTYj:rcrna:rwu:m�mutr¢;in�r�:mraaar�e�:traass m,se¢si;rcm.m3{lt�;man�emi.�rLrew©:ttra��,,ss�!!:+>reasz raiiisem.isasvl.rmne ru.,¢it Ildekcaahrylelrs silikestls 4s ltCul<ef:l.dseLns b:sg Eq�:s[l.sre:nty CFsirsr`,9e sai raaarTbBsqussmrcearedna Pdtssiaaaleglo:nalenwaRi!trhe@x lrcipelCesls;'x rre,/epdnl1e1b0edt,etiea lFll.lie!<siFl eue�IneLlaKureul:ieet,ssdaitdr Anthony T.Tornbo Ill,P.E. nC Heel hsims s-mr reiitq is Re rtsrns ryAbe C.aer,Ge Oven svalamrR grDu fie L�ll'egbeaga,b3e redecldiie�&r lIX ee/fielarslla Irnrrele at Rl 1.Rx eFl:rraldlirlbbni wyfielinr a!fle iris,irdrti>j kreTm3.siarye.ivstal'armes�tmss siili le ds nsrsr,nartra =80063 ' Oerilfor@siluevelas!eder.RReeJesse!MialieTRbarlYxrrtCiretedp,:lefnnetlL•E:RSefh oreelStrlrNlersetian(r(SfJrvlGtltllrliinlSS.4trtielnn¢ltxr�sdpilaxe.lr4litfi¢estF.etespas?'Itietnlktiesdl�li>ss@sileu,iinsl:e�se[ynrrnnnssunahann,edess 4451 St.Lucie Blvd. e8nvfslieF..pllre:a[UalegedcrnYviGr41ri1 raT.es lurhes.lt3 rm-s baT<s G7C:u Is R7rRa saallq Reslcus,ttLassSMec h ;eia!nyli;Rlnl.Al¢rr0nel lxas nersdGinl k?f41' Fort Pierce,FL 34946 (epyright�291GA-1Roolhusses-AnthonyLTamm50111,1`1 Repsodunionalthisdolumeal,in any foam,is prohibited withouthewrittenpermissier from A-I Roof buss..s-Arthonyy.Tomb III,P.E. PAI Truss Truss Type Oty Ply Std Pac/6511 EL D ;Roof 6511DX C06 Hip 1 1 A0070591 Job Reference(optional) Trusses,Fort Pierce,FL 34946,design@altruss.com Run:t uzu s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:23 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Vm4DgLctmbxzDKcRITdg7wyyyCGXtpF?ipeaRbyP WOU 1 4-0 8-2-0 13-5-0 21-10-0 23-2-0 1 4-0 8-2-0 5 6-0 8-2-0 4x6 Dead Load Defl.=3/16 in = 4x8= 4.00 12 3 4 0 0 1.5x4 II 2 1 5 1.5x4 11 � ,18 19 s 20 s 7 3x4 22� 21 jo = 4x4= 3x4= 1.5x4 11 4x4= 8-2-0 13-8-0 21-10-0 8-2-0 5-6-0 8-2-0 Plate Offsets(X,Y)— [2:0-2-10 0-0-01.(4:0-5-0 0-2-01 (5:0-2-10 0-0-01 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.23 7-17 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.44 7-17 >598 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:90 lb FT=0% LUMBER- TOP CHORD 2x4 M 30*Except' 2)Wind:ASCE 7-10;Vult=170m 3 T2:2xx 4 SP No.2 ph( -second gust) ) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 4-0-1 oc grip DOL=1.25 purlins. 3)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 5-0-3 oc bracing. 4)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed fora 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation uide. loads. 6)*This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 1076/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5 = 1076/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Provide mechanical connection(by others)of truss 2 = 72(LC 12) to bearing plate capable of withstanding 547 lb uplift at Max Uplift joint 2 and 547 lb uplift at joint 5. 2 = -547(LC 8) 8)This truss has been designed for a moving 5 = -547(LC 9) concentrated load of 250.01b live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 2 = 1076(LC 1) nonconcurrent with any other live loads. 5 = 1076(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-1856/1484,3-4=-1684/1504, 4-5=-1856/1485 BOTCHORD 2-18=-1 900/2128,2-19=-1 19611677, 9-1 9=-1 196/1677,9-20=-1198/1683, 8-20=-1198/1683,7-8=-1198/1683, 7-21=-1200/1676,5-21=-1200/1676, 5-22=-1917/2141 WEBS 3-9=0/281,4-7=0/374 NOTES- 1)Unbalanced roof live loads have been considered for this design. VCA6)-Flsss RrrctF!¢retx tie'dl ECCF 5FR7af IityS a rilkC;nv (9SiCNi(IIt=J`}J1:R;t£E[PiP(EPh:tl lrif(tuip p rekt£aeC rztl w4s Ee dt Less Cesipa Prtxuq(i[C;aag lle 4athssr i.(e>:le ;F.E It!�'ee:'t Sie££Eeiae rc£,relt£sa3axise:sfef pCe(EO,edt U T£Y[eat@tpldS b11 Ee45f{�,A}F'tC{ltt tdSPTtfSSCtS.'h El9p Y(1 EJT raP Ntli IA VAjrC£EpR1UI561iLTpf➢f4d11.((bFflli3lttdA£Hgr pwl4Lhf;'FF(tLhfFr)2 Slal'f rt�i{tpJ£4te 6c1gCEtlF,[F[tl rF♦F IEt(FSIh 9:Ss3'E��¢Rp1("US fEiP( Anthony T.Tombo IIt,P.E. u{mdn ss .mPlf�r R rswlryd6AC.E�,fi[Cxaer'sAk (mC rktfpC vestMt(etexltltfiRr,M1txiefxf 11tia(te(Putirit.Retpp:iildfsPrgOuElA;fie:d tlT s aE'iylntT�,stce¢,itsla'EM1aex<kntzgsatiieCtrE}rvneJitpPl =SOO83 r Res F o£x e[Pra nitl 1i d&Pe1CC ( IF[P 1(g[1 SEI (.Iuxy( E ISm h13(2 AkSrF lfies{E,(n($aCtld tl'1{(X�rdh1A,1FFn(�X tltSpieH G[SBerhnrSA iFRs Cexhs,Tl4ff Fisch leY EMW 1—Bmhaoft,adrsi tnt-m:tt(�ft(£.tlLm�retgnwa:ryeiFta:a tttmtxr�rxnotru[c3owLe rnes,:Rgot:InE,,uT,s,.pnPz(tra�attrsmeg anspAdc£a:.va.ttnaa.ltaal.ttn. 4451 St.Lucie Blvd. • Fort Pierce,FL 34946 Copyright 0liil6R-I FeofHusss-Arthocy i.TaA�iaili,P.E.ReYmdudiae atihisdnmment,in onyform,is Pro6i5ited wBhoun6a evrittenpermissirin Fro-m A-1 ieofUusrer-drahanyi.Tc�ia ill;P.F. Job Truss Truss Type Qty PIY Std Pac/6511 T D XSPVS6511 DX C07 Hip Girder 1 1 A0070592 Jab Reference o tilinal 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. Wed Oct 26 15:26:24 2016 Page 1 ID:W?quLcr?Re?LfzLe98Rj H4yH M91-zzdb2hcVXu3grTBdsB9vf8V3WcYPcBpSxTO7zlyP WOT 14-0 6-2-0 10-11-0 1510 21-10-0 23-2-0 1 4-0 6-2-0 4-9-0 4-9-0 6-2-0 1 4-0 Dead Load Defl.=7/16 in 5x8= 1.5 4 11 Sx = 4.00 12 4 0 1.5x4 II 2 J if 6 1.5x4 II N 1 132 ' I a ,24 25 11 26 27 28 10 9 29 30 8 31 32 3x10= 1.5x4 11 5x10 MT20HS= 1.5x4 11 3x10= 5x8= 6-2-0 10-11-0 15-8-0 21-10-0 6-2-0 4-9-0 4-9-0 6-2-0 Plate Offsets(X,Y)— [3:0-6-8,0-3-01 [5:0-6-8,0-3-01,[8:0-2-8,0-0-121,[10:0-4-0,0-3-01,[11:0-2-8,0-0-121 1 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.49 8-10 >536 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.89 5-10 >295 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.18 6 n/a nla BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:96 Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except' 10)Hanger(s)or other connection device(s)shall be T2:2x4 SP M 30 WEBS provided sufficient to support concentrated load(s)82 BOT CHORD 2x4 SP M .3 3-11=-118/999,3-10=-698/1999, lb down and 132 lb up at 6-2-0,118 lb down and 159 WEBS 2x4 SP No.3 4-10=-71//537,5-10=-fi89/1953, lb u at 7-0-12,115 lb down and 159 lb u at 9-0-12, OTHERS 2x4 SP No.3 5-8=-119/1021 I p i p BRACING- 115 lb down and 159 lb up at 11-0-12,115 lb down TOP CHORD NOTES- and 159 lb up at 13-0-12,and 118 lb down and 159 lb Structural wood sheathing directly applied. 1)Unbalanced roof live loads have been considered up at 14-9-4i and 82 lb down and 132 Ib up at 15-8-0 BOT CHORD for this design. on top chord,and 381 lb down and 191 lb up at 6-2-0, Rigid ceiling directly applied or 4-10-14 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 292 lb down and 21 lb up at 7-0-12,292 lb down and MiTek recommends that Stabilizers and required Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 21 lb up at 9-0-12,292 lb down and 21 lb up at q 11-0-12,2921lb down and 21 lb up at 13-0-12,and cross bracing be installed during truss erection,in h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 292 lb down and 21 lb up at 14-9-4,and 381 lb down accordance with Stabilizer Installation guide. (envelope);cantilever left and right exposed;Lumber and 191 lb up at 15-8-0 on bottom chord. The DOL=vide plate grip D drainage design/selection of such connection device(s)is the REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water ( ) 2 = 1836/0-8-0 (min.0-2-9) ponding. responsibility of others. 4 All plates are MT20 plates unless otherwise 11)In the LOAD CASE(S)section,loads applied to the 6 = 1841/0-8-0 (min.0-2-9) ) t p face of the truss are noted as front(F)or back(B). Max Horz indicated. 2 = 58(LC 32) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. LOAD CAS I 1045 LC 5 (S) 2 = -1042(LC 4) 6)This truss has been designed for a 10.0 psf bottom Standard 6 = chord live load nonconcurrent with any other live ( ) loads. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Grav Plate Increase=1.25 7)`This truss has been designed for a live load of 2 = 2180(LC 25) g Uniform Loads(plf) 6 = 2190(LC 31) 20.Opsf on the bottom chord in all areas where a Vert:1-3=170,3-5=-70,5-7=-70,14-17=-20 rectangle 3-6-0 tall by 2-0-0 wide will fit between the i FORCES. (lb) bottom chord and any other members. Concentrated Loads(lb) 8)Provide mechanical connection b Vert:3=-53(F)5=-53(F)11=-273(F)10=-59(F) Max.Comp./Max.Ten.-All forces 250(lb)or less except ( y others)of truss 4=-115(F)8=-273(F)20=-115(F)21=-115(F) when shown. to bearing plate capable of withstanding 1042 Ib uplift 22=-115(F)=-273(5(F)=-1126=-59(F)28=-59(F) TOP CHORD at joint 2 and 1045 lb uplift at joint 6. 29=-115( )23=-1(F) 2-3=-5752/2366,3-20=-7144/2884, 9)This truss has been designed for a moving 20-21=-7144/2884,4-21=-7144/2884, concentrated load of 250.01b live located at all mid 4-22=-7144/2884,22-23=-7144/2884, panels and at all panel points along the Bottom Chord, 5-23=7144/2884,5-6=-5789/2376 nonconcurrent with any other live loads. BOT CHORD 2-24=-1465/3447,2-25=-2173/5417, 11-25=-217315417,11-26=-2181/5487, 26-27=-2181/5487,27-28=-2181/5487, 10-28=-218l/5487,9-10=-2142/5523, 9-29=-2142/5523,29-30=-2142/5523, 8-30=-2142/5523,8-31=-2135/5452, 6-31=-2135/5452,6-32=-1422/3449 WEBS 3-11=-118/999,3-10=-698/1999, 4-10=-711/537,5-10=-689/1953, 5-8=-119/1021 sTenul-Flaushrtelnrrtrettie7110TISSSS!S;I!`3 y6Er3i1 TOS647%Umusainnii-rCrt'1.l[6i61[Ct,4&T hse rrdrfesitow"A"'i'ecl reksn?us Ia,ls6nrLrLio mssd—,vealoteco. if shfd—mrrstersunkese @ eetlsdeuernssb: r, s( sremesepr�,@etmsea�lus:wan:®ra rdn,rafts:de4ur�r;srtu dzle d@Bsgyal .lejo�aiZloosdr.eTRTntualr, n:eye;useard�rvu mwr Anthony T.Tombo III,RE. nl eseel rtis Lnsfreq kill. d pn::lusdCu Ona,@e0nei :@e ee}Nuu de MlfegO:pn,n@e ndeddth:Q(.@e IS Ityl ISrltiagsa et lH 1.Oe en•nd d@e100 nee+,fi:li ed@eT+n,tdetiytnllirl.dxeie.nstn limse s5dl ie@ess.rsnisdrtTd =80063 ' no Dirl.;Nspatef leri.edo moor.sit nl h 1S!1Dr;al bI"dnse I P'ni sdfi torsfi gsealSAIIIftais,15¢ Rln PIOM 11 t in r''ol dfrr r—of.Pdm--e.lit]se➢sss 0.-1 Who est GOesd ntlssss Otusea,lass N.�e eeresllnu N.aeh9aa,odes 4451 4 Ludo Blvd. .11-heidrdll!Icosa0sg Adele It stroll 11 dl pt"ho"I'A Its rris,Nsi<e G1fiSe islif 1,Edtur lhofi; or furs h!am Oletn dnTElihl.:11a1 ost lass ne ss Most to TIN. Fort Pleree,ci Blvd. (opyright020164-1 Rodhrsisas-4athanyT.haruf ill,R.E.Reproduoion al this dosnment,in any farm,is prohibited wilhounhe minen permissica from 4.1 hol Trusses-hilionyl.Torah III,P.I. Job Truss Truss Type Qty PIy Std Pac/6511 EL D XSPVS6511 DX CA Comer Jack 30 1 A0070593 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. Wed Oct 26 15:26:25 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-R9BzF1 d7ICBhSdmgQug8CL1 OD067UIIA77gVUyPWOS -1-4-0_ 0-11-11 14-0 0-11-11 3 4.00 FIT i 2 1.5x4 II T1 1 Q° 4 0° 0° Q° 3x4= 0-11-11 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 6 >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:7 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 220 lb uplift at OTHERS 2x4 SP No.3 joint 2 and 27 lb uplift at joint 4. BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-11 cc LOAD CASE(S) purlins. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 201/0-8-0 (min.0-1-8) 4 = -27/Mechanical Max Horz 2 = 67(LC 8) Max Uplift 2 = -220(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 51(LC 8) 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;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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 fora 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. II,'rug-fln:tlrrtenklrrreva:'LI IO:;?1[:S3�k'1`3rifF7ll!!tYS6(JkCI¢iXSf9S?04"IL1IfYSH;KECN:k7'Fxa h:hrluip�::±h,rat n±I w4ru Cic Gen k!ipa¢rtrur�!alM1e lehvrLr�4 m:rt.rh;t SSe,!tdan rc.CrJrn o:krsai,e T.cieln@e PO.ec(r wvimanas��sssns±<ats:s:tie!:r<ratsrrrnn¢:, [sqr¢tisre:,rGr ;a:sssarr6rrreeGmseRsdep,t:sussing:±,!r,- ,aun:fies�dr:!sr!sGr:ryJmnucasdr,slorFtLCui!a;au.aes,�eeradeE (Garay Anthony T.Tombo III,P.E. ueexdd.s Gm Gr enr NOT,is Re¢spniiJardbO.,m,Ra C.nn'sotssir.,tq!snfie6w!/urO::��.u,ie±le ueerl Riie 44&e lt(alsu Gu!Se'llim�ewk utifl�l.he err:rnid4et¢OW yfiellned!Ieian;uteCn3rnelu;,Iners,inmOrtimni F.nsr s5d!ie de±r<rsesiS9ipd 8008? ' M1ssear%es,gxae[incn.r¢masrsdmrtOnraeraCcn rrut sn r enrol !ssq!a,cscnrslrese rrrmneswce:nn e�a!i cd�ere.teliheaM1e:e,rnsrne:mn:osdr�Ger,¢k,l,tn e:;s.rncsse!nssuademns,edas: 44515t.008Bivd. m! esser artrr n�sr�t:resrc:cr.rro!r,. ,!rnG.t.tsa G,,,mnn rs3 !1,Olk,Llfi3¢ni�,,.,T-5!M.rsir-1nrrsw a.a¢rcm.±s n,a,oeua�nlrcnn. Fort1i t.Lucie Wd. (apyrigbt®2916 A-I RaaiTmsses-Anhocy i.Tambo ill,P.F.Reproduction al ibis documm,in any fatm,is pcohlbited About the mitten permission from A-IRaoirrusses-Arahony LTam4a III,P.F. Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070594 XSPVS6511 DX CAP Comer Jack 4 1 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. Wed Oct 26 15:26:25 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-R9BzF1 d71CBhSdmgQug8CL1 OD067LIIIA77gV UyPWOS -1-4-0 0-11-11 1-4-0 0-11-11 3 4.00 F12 2 1.5x4 II T1 1 4 I 3x4= 0-11,11 0-10-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) I,1/defi L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 6 >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:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 6)Provide mechanical connection(by others)of truss OTHERS ERS 2x4 SP No.3 CHORD 2x4 SP No.2 to bearing plate capable of withstanding 27 lb uplift at OTH BRACING- joint 4 and 220 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc LOAD CASE(S) purlins. Standard BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = -27iMechanical 2 = 201/04-12 (min.0-1-8) Max Horz 2 = 67(LC 8) Max Uplift 4 = -27(LC 1) 2 = -220(LC 8) Max Grav 4 = 51(LC 8) 2 = 201(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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. 9eta1-0ea 0—stlynn'ee WIT 10`Tims3i s:10MIA ma,edt YiTfis a{Idesshmtet tf.daiPCl!s1L4stytetsCfs'xhlaea[i.e,sic:tMEfliveeY:s laariWiEr2tals®isathaedrhftnh:snaala5h:agtnras!?hta;tttleupeimssnytins tervd�ralo-oetlr,itlnmt.c�etrr�dmnsftJi�utntloftceinasrar Anthony T.TomboIII,P.E. ntn' lAsTnsiatai4Dl Yeinptsints}tlCn d.tn,Ea(i.ieisialtmeltgedudf hafwtWu:n,narnned dRe¢C&e ledtdlcelinih;ll Qiiiitad Rl 1.Rx errtnldfn lCCat ai fi:N ,tl<ir:ss;iidsfntenTsl siage,'nte^ttii.ndlnixs s5�l le Ue n;lmhdnrd 480083 deNIq 4451 St.Lucle Blvd. efin>,to ithtdlrstxaaatst�dgntviixg lra9 gsmes unfired Ike tnss Day hpw is E7Ttlt 6.IllrlOtslpit.uHsr4slestilcer Cnrklilg'Al cgadclstaxt to tsddtd 110. i Fort Pierce,FL 34946 (appight�tWdAIRaoffmsses-AathoayLTomho Ill,P.f.Repsodudion dthis domment.inany form,is pwRhed withoutthe sttitten peimissme from A4 Roaf cusses-Aaihmy 1.hmha Ill;P.E. Job Truss Truss Type Qry PIY Std Pac/6511 EL D ' XSPVS6511DX CJ3 Corner Jack 20 1 A0070595 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:2626 2616 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-vLIMTMel3 WJY4nLOzcBNkZaZyPQ?4C?ROntE2wyPWOR -1-4-0 2-11-11 1-4-0 2-11-11 3 4.00 12 o c? 2 T1 o 1.5x4 II B1 1 Q, 4 3x4= 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 4-8 >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 Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girders for truss to truss connections. BOTCHORD 2x4 SP No.2 OTHERS 6)Provide mechanical connection b others of truss OTHERS 2x4 SP No.3 to bearin late capable of withstanding 90 lb uplift at BRACING- 9 9 p p p TOP CHORD joint 3,221 Ib uplift at joint 2 and 11 lb 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 or-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 = 246/0-8-0 (min.0-1-8) 4 = 35/Mechanical Max Horz 2 = 127(LC 8) Max Uplift 3 = -90(LC 12) 2 = -221(LC 8) 4 = -11(LC 12) Max Grav 3 = 75(LC 1) 2 = 246(LC 1) 4 = 51(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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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. N,uh;Flss,dmrH.u,.h IIFO RCiB%ini;1�7681tI.71456[0#CI114(50Y{FCfJ'jiR6;sviEPEW'Rl•farn ENekvp a9a,eLreel eo4seeti,runs Ee•;Crt'g(IC:n�i6/NrgI6zFa�;r_'Erb-n�S'»stlefue ret Gros,dlrnls etllpC l^C,«it wutc emrpdrs,M16„si x,tiei t, dls.rmsC.n: Eyn 7ge,.Ee.ul7fe;ilw'tl ssl osri6,q«xCsnrce; edarE h,trotl«;Iaa,upreyci:tiUf� lcga lrtes g!e*a�E73M Y1rC«iE•«L«iRl.fk«:i�mvur es,4¢; n«ml,s:e. Anthony T.Tombo III,P.E. ni.s,dhi has Er•-mrOdsq is m,,,;..,614 isMOn«,ui0—A"th.W.;,x«E,:auk um.-F�,h It,.,I'd dvr m Wet.1 Ix Ivd s�:Iiwj.11 WTpi 1.a,.1, Iri,:ienaa taeil:ek,Tr-indee:,gb,hai.kip,ie,I,rn.«l1 -.!U!1,u"q.nary ei a80083 ' ihleatc;Gs ga«e0st,1 FOuI I'd WNWU.ysccur,s eel�Vbficnd n,br.flj cIn„e sedy[ -fv26oldliw 17 IY.1M ce idn,««(a f-e iddme ThIienel us!,sE,an*,hes e,ihtiatdFLimt Ceuau,Ta,s hs,i,fiyr,ere«Iun V-ftdru.aN. a1-M iftlI!rrahat «& «Gera;lf.7 Jobs 541h Gas Nit.h tr,«isE IIh F,Ifia 0,9a;,,.«LossS d,a6 mo'n hill na rdialrueun,s Midi tm�L 4451 St.Lucle Blvd. m E l t t F r r l 1 Fort Pierce,FL 34946 (epyrigMV2g16A-1PaofLusss-Ar:EhucyLiemla III,P.F.ReprodudioeaflhisdummentinoCy(CEm.isprahiShedxilhoutihesrEitlenpermissionhemA IRaofFCsses-An!BoCyL Rumba!11;P.E. ' Job Truss Truss Type atY PIY �Std Pac/6511 EL D XSPVS6511DX CJ3A Comer Jack 1 1 A0070596 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:26 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-vLIMTMel3 WJY4nLOzcBNkZaa_PPG4C?ROntE2wyPWOR 2-11-11 2-11-11 I 4.00 F12 2 31 - T1 i o rs ZZ 1 0 B1 8 3 I 4• �• I 2x4=7 2-11-11 2-11-11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.02 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:9 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BR CHORD 2x4 SP No.2 to bearing plate capable of withstanding 84 lb uplift at CIHORD joint 1,96 lb uplift at joint 2 and 18 lb uplift at joint 3. TOP Structural wood sheathing directly applied or 2-11-11 oc 7)This truss has been designed for a moving St St r concentrated load of 250.OIb live located at all mid panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizerinstallation uide. Standard REACTIONS. (lb/size) 1 = 131/0-8-0 (min.0-1-8) 2 = 85/Mechanical 3 = 46/Mechanical Max Horz 1 = 86(LC 8) Max Uplift 1 = -84(LC 8) 2 = -96(LC 8) 3 = -18(LC 8) Max Grav 1 = 323(LC 21) 2 = 85(LC 1) 3 = 283(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,- h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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. 9e'ru;-Flmn Memykirre.itr lied-IlfiSinCSRS,rSFdFr 6fF3rf l'.Wf&(D IRM(Vogt WT):nKCW"fDWArh:n hrfr[etip��zrhstrd redw4tn Cit rrettEeti;,mtxu;PP;warem�rrrafa©:rtrt�t�,ss�te,sa,rt,.relit�tmi,<sa:amm,reE,t,t; wtttr.>Ltrr�nrsssdteE„<tr':rxe ulert:r.r,rmsu [q�sy;r�,srm,ertrP:r::,ll:ted,novrootgrctw,mvvpra,dnepttrsi„alrr;lame,;s��a:atAa;dtevsipnmzt�,lkrre:ta:l Errroo,rq.trtnrFll.sutrlars:�aµ�<t,l�n;u,r^oot,rflf:a?ar AnthonyT.Tombo1I1,P.E. w.t:,aatsT hrmiw ;itnr�atataaltoda0—,Ne.,ttaat,aaa�xaaNWkione,I,xa em n.nCealxal, bWWira;maeaefIN1. aeRnaldlielOEaetsyfi:lnetfler�is:tdrty6�eimytcrye,us6lkrnnJi�;tsdlartera,ra,i,ama 180083 neElr�o:t a,fa rma.r0:a:,teraQerOEa,r trtensed;e:rasAhlasa;ra :�ls lPl a,u amwletr:uttr,aassua„ntasuri:d�a,r.trnefiaKeaat;a0iortmJaaatal Into ��,r:,t�:ip,Eaemelrnts& ama,e,m 4451 Sit.Lucie Blvd. atleiainiara,,flre;uAceltpcedapr!tw,uxc l.o'i tames iudrl.lH lrrt Uesin[e!'acr it E7ltla 6aI1m;9tslgxt,wrssu4nez rgCeei o!tq Nildis;.JllnaCalhrl l:raseenadml rc,ntl. Fort Pierce,FL 34946 (epydght�1�116AdRaotTmsses-ArahoayLTomho III,P.E.Repmdunieoofihisdommew.in any form,isprohitiledwithoulthewrittenpetnissico from AIRcofftusses-AuihunyF.Tmu ill,P.F. Job Truss Truss Type Qty Ply Std Pac/6511 EL D , XSPVS6511DX CJ3B Corner Jack 1 1 A0070597 Job Reference o tional At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:27 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-NYJkgifOgpRPixwCXJicHm7mupnVpfEbdRcnaMyPWOo 2-3-11 2311 1 4.00 V2 2 Ti 1 oa m o E? a 1 61 j 3 2x4 11 2-3-11 2-3-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-6 >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 FBC2014fTP12007 Matrix-MP Weight:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection b others of truss BOA CHORD 2x4 SP No.2 to bearing late capable of withstanding 55 lb uplift at BRACING- g p p g p TOP CHORD joint 1 and 40 lb uplift at joint 2. Structural wood sheathing directly applied or 2-3-11 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) 1 = 101/Mechanical 2 = 70/Mechanical 3 = 31/Mechanical Max Horz 2 = 46(LC 8) Max Uplift 1 = -55(LC 8) 2 = -40(LC 8) Max Grav 1 = 101(LC 1) 2 = 70(LC 1) 3 = 44(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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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)Refer to girder(s)for truss to truss connections. .. Smstflm[4a:>yJl;�;v�hE"kl€ar7T3Si6;5E119'prt9'7tL;EN413rU�e5@INrtT>[i'i1Ts�9Ai3Ep�E'kr¢tse-'•rki�!>a:-4c[ed!ta edes[[fis inn r:4;EEr,.iceilCEj u�il,:iatd[alt.lcs�a Ctt;-krn!su Seed Eafrtt ae t�'rv[�sises�fnit;t9,eei. 4i'e!u tnrVssh.Eex; lXtltnnnd.lSQra:¢sysESi¢en{is,',lecsD[EgcaatsY[vryl@Dmrtutrz:>,;e :! G[rdt¢[IrSi!witsrpsd4T6,hEiaNfes¢gyUnt7lr3sLEr"DEEt[aE!slflt.itetnti¢n Tc;.frst e..m,[:�s1-,t; 8 ,•y0;on T.Tombo III,P.E. s5{s+e s.ass rn5s terurS;deara Elc;.uxid•5nu.p!C.Eti[r.'anUE2[yed«&bx.:x{ s7re,GCEEscmts'r.9(,4�Eawhdes us;:E:!r{,}I I.IugpuddLte lsD niery'atd EtIE u=Exars�ixg.slEnre,xv Ew a;{eE¢e—.y SirD Eec.SxsRi lyn Y? 0Q83 ' dE d!fa,^.Y!t3{{EWRhf �Sd` fh R113aE r:Dn{(!2lrySiI5 L4((ati Rt[Ttft Wl(yr"!>It•'$d 1E 1t'.Qf£4 T(i(`!t}I Sider lGd iE:1 Hl IC!IERC{t+(E.{gly Id[:t li!-1 d.6!S S!Rtp"iiik9;a n{}fit dEl rZft?E9,R!ttf.'i��R r"'Q11Ri3I1.3waLMY.52!!5[ 44St St,Luc0083..BIY(I, s:4safn ka!d4y eCe~:Mzy rd RR 4 x !Ei c laCn srdltL;hl ss D svA E!rsrxit SJ f!t+Ef..l.esigEd p T.n.pst a.Eji!ed dty a Y¢r S7 spi�;7d'tittEn et{!`s!1 nllN. rnpyrigbl 02il1d A-1 hollinssts Anfr:ay l.Tamba Ill,P.E.Refrtdarm dfhls do men..in anylmis prahibittd=;tbaal the xsiGen permis!knI=A-1 Rani rmssts•AnlhenyT.las6n III:P,E Fort Pierce,FL 34946 i r Job Truss Truss Type Qty �PIY �'Std Pac/6511 EL D XSPVS6511 DX CJ3P Comer Jack 4 1 A0070598 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Pdnt:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:27 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yH M91-NYJ kg ifOgp RPixwCXJicH m7ki p mEpfEbdRcna MyP W OQ -14-0 _2-11-11 1-4-0 2-11-11 1 I 3 4.00 F12 'I i e7 o c? 2 Ti 0 11.5x4 II 131 4 3x4= 2-11-11 2-10-1 1 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 4-8 >999 240 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:131b FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 5)Refer to girder(s)for truss to truss connections. OTHERS CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 90 Ill uplift at BRACING- oint 3,11 lb uplift at joint 4 and 221 lb uplift at joint 2 TOP CHORD j p � p � 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. I REACTIONS. (lb/size) 3 = 75/Mechanical 4 = 35/Mechanical 2 = 246/04-12 (min.0-1-8) Max Horz 2 = 127(LC 8) Max Uplift 3 = -90(LC 12) 4 = -11(LC 12) 2 = -221(LC 8) Max Grav 3 = 75(LC 1) 4 = 51(LC 3) 2 = 246(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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 1 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. i tVcan;-flassa RuaC9lnueE"P 100i TWESMIM Wall IUeGlEM-14e1109174T,P)taL67G?IVABrlma 9;rE4fi!exe SIMI'laersa.6dii!¢iu.insG4mSe R_U,nfl 1laTai«ae@r;lalas sk0l.esetix3e i60ule adt lseims0exsc Fyaart�:iryv4y F! ar1 M!nlnmTTM aapzsns®eea;::xadoa{aah:!fualea;iasruln:ruadgryM3a lasipet6e smg'a roes lap u6el0'J ult,ecin RSl.Ikinlpnsiipns,iatern!l3eas,s!AsS.P� Anthony T.Tornbo Ill,P.E. adnealhsTans6r cryteit3-;h0e nspniitvti olio Cnn,M(�ean!aalarsdgeCu dein7trg0a!:pn,n9z awed afhelM@e ix nll'alnituilMinhnR9L lie e�;snlAGe 500neery fialdsse Afiei+�s;tdetigkeeT�,slnetqusb0e6an1 kms;sldlhlznsFasmildrA =80083 Oe UdferO!sigrrai[eYaedar.AQufnsNed'u 9e1DC n11txrnCin;ee/plelundtsereufry Gelaeslfa!eglakaselmn(SQrdGAitlrl9 nl SEG eeninerelM.pasdpilare.TNllefiantle anrns�wlities niktk!dleeTn!an:fnpn,Tirn Oa:neSgnnntTnns dan;wins 4451 St.Lucie Blvd. eflmWiefsJln(xnoeapedgnsvri ifdl;x0ea4nhs1.IlaTn IkfisblcaakE714,1sl1inkem,nHrs9desEg2ao!nrlr0lm;.dOarCdeativa:tuersl�ulBRFI. Fort Pierce,FL 34946 (oypight�1Q16 A-I gaulUoss=s-Anthony 1.samba ill,P.f.Raamdogi�c olihis dammeol,inanyfmm,is prohibiledwit6om the mitten ptraaiscieofro-m A-19ua1lmsset-Artbooy Limb.ill,P.E. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX CJ5 Comer Jack 17 1 A007O599 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:7,640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:28 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RiH4yHM91-rkt6u2gOb7ZGJ5VP51 Drc_fgYD09Y6Uks5MK6pyPWOP 4-11-11 4-11-11 3 4.00 12 T1 2 1.5x4 II B1 1 A n a 6• o• 2x4= 4-11-11 4-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.06 4-8 >936 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.09 4-8 >667 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 110 lb uplift at TOP CHORD joint 3,211 lb uplift at joint 2 and 3 lb uplift at joint 4. Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard [MiTek recommends that Stabilizers and requiredbracingbeinstalled during truss erectioin cordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 142/Mechanical 2 = 327/0-8-0 (min.0-1-8) 4 = 66/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 3 = -110(LC 12) 2 - -211(LC 8) 4 - -3(LC 12) Max Grav 3 - 142(LC 1) 2 = 327(LC 1) 4 = 92(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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. Wni,3•itss,durrYtlTrnaa qe llNfui:T�?5�13 ynif3at L!!Y1fiPu5U111L1St�1':OrtlL3iYjkYEuE:FPk;kt'h�fr.0t trip yx::3rrr reE nei wSruticirtu0ni;.➢rtrb3jiM^,adn,erpryi.t,sk'4,tile�n:r5re,kdne nv Tsir„m"mire saeiaGe t56,erir ' Yh=r„srarytl,r rzdt r fr;t,TtL'wkwR lrrinsr Deca E,ro-d{+s.5;untry&;ia:zrR 4r:'Ptn r;U7rgraulrnreq%�rdneF`s'r:ruadeey�a:u+gre;rrr67n&ySetmpd�emps ire;tey�rsk:l�ttlR<eln]fF1.Itelrga vur,�a;laiierartierc uRxY+ry atxd t,rr,m-.1101'!4 It,�"J UrrdN0,.o'0.,nrOrmrtrlie„m!W&Io::.r,ns,d'odra;IV,a,itt..tixialr,mr;rli.9TF11,Grri Ide,P0r,tmtNt t It,Nu:rddigL.ra,.ftyp,h'IC6aikn.lrkd!hfirI.Wd?d Anthony T.Tombo111,P.E. ' n,r,dr70ug er[rarmr.t0d,ssdma®etoe,ddprdrr;,rt;,:isr,rrdxras,ier�„nsrnt :e ;rsgpte trrrrr,assurrrdenuttxgsdpu e.trrt�r,r0eresrrenbte,ntaarcd�tuss0:v,,,Trrneaprr#ru,rtrnr,v�man,rdKs 80083 muana trrktt+r;anmrpraorns w,r.,.Tyrtrn,r ir,rrrrt.tte rnn orr�tr trl�uurarnr tFUmg orsipw,rruns<rne:rr;o:n,rghau�.:n ec;rdnrt taxc m,s ttmt�etttr. 4451 St.Lucie Blvd. Fort Pierce,FL 34946 (apyrig5t�7G16A-IF0a1Tt0ss:c-Astd00yi.TemS0111,1'.E.Repradunior,ahhisdommencinnnyt0rm,ispro6iEirdxahouttfiarrtittenpermisiianlrorrA ds=of0ossec-ArthOnyi.TOmhn ill;P.E. Job Truss Truss Type Oty Ply Std Pac/6511 EEL D A0070600 XSPVS6511DX CJ5B Corner Jack 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Indtistries,Inc. Wed Oct 26 15:26:28 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rkt6u2gOb7ZGJ5VP51 Drq_ftyD19Y6Uks5MK6pyPWOP 4-3-11 4-3-11 2 4.00 12 e! T1 m 1 I� 1 m d B1 3 3x6 11 I 3x4= 4-3-11 4-3-11 Plate Offsets(X,Y)— r1:0-0-0,0-1-31,r1:0-1-7,0-7-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.05 3-6 >996 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a I WEDGE rectangle 3-6-0 tall by 2-0-0 wide will fit between the Left:2x4 No.3 bottom chord and any other members. BRACING-- 5)Refer to girder(s)for truss to truss connections. TOP CHORD 6)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 4-3-11 oc 7)Provide mechanical connection(by others)of truss BOT CHORD pT to bearing plate capable of withstanding 65 lb uplift at joint 2,10 lb uplift at joint 3 and 104 lb uplift at joint 1;. Rigid ceiling directly applied or 10-0-0 oc bracing. p p MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard REACTIONS. (lb/size) 2 = 126/Mechanical 3 = 66/Mechanical 1 = 191/Mechanical Max Horz 2 = 88(LC 8) Max Uplift 2 = -65(LC 8) 3 = -10(LC 8) 1 = -104(LC 8) Max Grav 2 = 126(LC 1) 3 = 81(LC 3) 1 = 191(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 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. 'Copyright flene4arr+jJl!nh�tee'4i d':irSS$rS£llrl';E3A7:!r£Yls:1 CUbtl�nf£E:iCS17YPUlSfrki�f8i31'hsa,fad,lrra Ina:•'ErsadrsdaelEEa I�s'R!s Ea47aaa.ivpil0f;Ead1S drnan,I.fe.';}a®,r:,ts£rmf Stret}dEle ast.P.'rs�arrae sze!n1a RU,ash v!:`el;eaeJ:T1'.szk=}tasad&lu lG¢aanY lEelross:rllareeiaaa f:.t,SrettSy igia E.y�a SELwariGIIa7rau'-snxuMEatdaE€e•,+cael:.ryrnM1+aa;Fses:+dy£n Ge tnlgt{SE sugglEns EriinrlmUti.Aaal7,aEtEE lru.ftE6 gsasl>?lat.t:#r'rs�[s,s la';tY Anthony T.Tombo lI,P.E. .:Date aatls rnurn asrrrbirlu^.zre;laalr'nx Aa 7,ea,he GwuPs aad.Elerr�a sub sl}ar,urxaw:arir<~:tr,Ye Crat d.laEdl raLmt311.TaegparaldtSal,0 ast eq`det#sxd:E:irtLeaxEag 7.sGttls,:a.ld;tsas�lret 4a@14eEsu<eaz aga #80083 ' fala4gv,t;'.+EtAlutaanr.i7anbseleaatltl;JeEt6adraatus Ee-uEaaas�atkrta,4 aae"Sd.'Slxxz¢aS(SPFilisNitrfllnlSr;t trz aafE!ava+hagaae2lfiala:e.itl-Ilruealera:tEa;a°rc»eadbnesa'F.ei+ss Oan�Eyrnab tbsfa FaE�-.rraE pass a;zd.drte,a�lEss 4451 St.Lucie Blvd, b$,£(eitdtYCEd}fara44'�3�Nd;rEa9AT4UJr1 EAiis5lttttl4d,ItilA5ai4ai�rarA{E'15]l�4rat Eiaf itFja-E[,'i55.itt6£(j4afJtlarHGtiai,n:u£Acdad lE<a to as ts`,udm Sill, Fort Pierce,FL 34446 Co ri 510201A A-1 Hoollmsts-Antra 1.lomhe III, ie roduaien ofWs doremerr,in nylu >ds m5ibited.ilhoo the nritiea eaminiec ltom A-1 Roof Tresses-Anlheq 1.1e SII,P.E P7S Y P Y-> P P Y ;PV;S6;51 �IHaslf ype Oty Ply Std Pac/6511 EL D DX ip 1 1 A0070601 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. Wed Oct 2i 15:26:29 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-JwRU5OgeMRh7xF4bfkk4MBCv7dJJHK8t515ueFyPWOO 1-4-0 7-9-14 14-6-10 20-M 2 -3- 0 1 4-0 7-9-14 6-8-11 6-1-6 7-10 4.00 12 4x6= - 4x6- 4x4— Dead Load Defl.=1/8 in 5 6 3x4 3x4 4 3 N N 4 n 13 � 1.5x4 II 2 10 5 102m I� 17 18 6 11 1s 10 s 20 3x8 MT20H� e 7 4x4= 1.5x4 II 3x8= 5x6= 7-9-14 14-6-10 20 8-0 2 -3- 0 7-9-14 6-8-11 6-1-6 -7-10 Plate Offsets(X,Y)— [6:0-1-12,0-2-01,[8:0-2-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.23 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.38 9-11 >662 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:110 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T1:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5 Opsf; W WEBS 2x4 SP No.2*Except h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left BRACOTHERS 2x44 2x8 SP No.3 and right exposed;C-C for members and forces& TOP CIHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 4-11-7 oc grip DOL=1.25 purlins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 4-3-15 oc bracing. 3)All plates are MT20 plates unless otherwise WEBS indicated. 1 Row at midpt 3-9 4)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 8 = 927/0-7-4 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1052/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Provide mechanical connection(by others)of truss 2 = 342(LC 8) to bearing plate capable of withstanding 454 lb uplift at Max Uplift joint 8 and 523 lb uplift at joint 2. 8 = -454(LC 8) 8)This truss has been designed for a moving 2 = -523(LC 8) concentrated load of 250.0lb live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 8 = 927(LC 1) nonconcurrent with any other live loads. 2 = 1052(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-1935/1464,3-4=-970/705, 4-5=-888/724,5-6=-838/767, 8-13=-840/817,6-13=-842/821 BOT CHORD 2-17=-1815/1873,2-18=-1721/1766, 11-18=-1721/1766,11-19=-1721/1766, 10-1 9=-1 721/1766,9-1 0=-1 721/1766 WEBS 3-11=0/385,3-9=-990/1013,5-9=-144/291, 6-9=-920/994 Haau3-Nnada,rd(rz.i'e Lie ll lo:;llasS3!sR!ft;i[E9ll l'.E!tS6[1kClfl�lS(LN'aLi'F4Tr'):CfG'tiTF(4Y:ki'1am 1r.N(it4p psr8at nl:el is antis fnnh!iP WsxulPP'y`m9141rtiaJ1-taxkC!;If.lfamt5c!telce nt Eelen a!axiaeateln6e Ra,eelt wT,i ar�asrasa,e(asIMIA"tt At.lmsa-ftl nitric�Ftp�I.—I"npla3rtl:utnoeq�adM{tts l euesugrrpa;ttilllr3sev,dtceogxI-fi;itdntx179nitmtoTRI.r.lc�a.a(.as,Ixiusu,kum.u.IXat Anthony T.Tombo III,P.E. W-1 h,T-1xq Nd:sln tar:�ug dd a—,6:G—"�. tat. ne6Vufa ,ds:aed',1dnlrsa lx dlx mrl�ire3ns=.ne IN 1.tlaelt•arIa',eTaoadaa,•lieli,rdar,:s,ad,gFnDuy slaasr.(��,�ta�Kttrt,.,r,tt�sa a.uq.adrtd - s80683 ' ,silrc/amp—i(aaamr.Ow"Wadu,athaadsas,6..n1,A-dt,.-1seere.prmstd.sdEra.nn,;sagsde,t:ls.P�nsswas"N toej-0p;:t>:a.tssseener,:lr,�rl�uusanrtdPiLamasw,rasst:.,�la�tm,t1„L�dda,.:drn 44515tLueie6lvd. atavm u[es11r a Cuout yreadesn 4.k,sl 1 pram Indsd.It,Tr ssaasga fqs n is Ia1ta IrJBeg Oaslgxy,Las;Aden Gstea daatAv Ilmp dll aruded xas rta as tdiul u➢I1. fepgtight9)2016A-IRoolliusses-Aulhoey1.Tomboill,P.F.Reutadudionofthisdammant.inanyform,isprAINIedwithoutshemittenpermissionfromA-IRoafitusses-Anthony1.butboilf,P.F. Fort Pierce,FL 34946 Job Truss Truss Type Oty Ply �Std Pac/6511 EL D XSPVS6511DX D02 Half Hip 1 1 A0070602 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:29 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-JwRU50geMRh7xF4bfkk4MBCx9dKNHONt515ueFyP WOO -1-4-0 6-9-2 1 2 s-10 20-e-0 z1-3-0 1 4-0 6-9-2 5-9-8 8-1 6 a-7-10 I 4x6= 4x6= 46= Dead Load Deft.=1/8 in 4 5 4.00 12 3x4 3 4 N V 12 6 1.5x4 11 2 1 I� ru 17 1a 9 1s ` 16 10 a. 7 6 3x4= 1.5x4 11 3x8 MT20HS= 5x6= 3x8= 6-9-2 12-6-10 20-8-0 21-3-10 6-9-2 5-9-8 a-1-6 1 CY-740 Plate Offsets(X,Y)— [4:0-34,0-241 [5:0-2-12,0-2-01,[7:0-24,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. . DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.86 Vert(LL) -0.26 7-8 >960 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.43 7-8 >582 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:108 Its 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) BOB CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; W5:2x4 SP WEBS 2x4 SP SP *Except'No.2,W6:2x8 SP No.2 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces$ TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 3-8-14 oc grip DOL=1.25 purlins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 4-4-3 oc bracing. 3)All plates are MT20 plates unless otherwise WEBS indicated. 1 Row at midpt 5-8 4)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation uide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 7 = 930/0-7-4 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1050/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Provide mechanical connection(by others)of truss 2 = 301(LC 8) to bearing plate capable of withstanding 446 lb uplift gat Max Uplift joint 7 and 531 Its uplift at joint 2. 7 = -446(LC 8) 8)This truss has been designed for a moving 2 = -531(LC 8) concentrated load of 250.01b live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 7 = 930(LC 1) nonconcurrent with any other live loads. 2 = 1050(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-2009/1566,3-4=-1245/974, 4-5=-1116/998,7-12=-822/811, 5-12=-812/808 BOT CHORD 2-16=-1634/1726,2-17=-1767/1844, 10-17=-1767/1844,10-18=-1767/1844, 9-18=-1767/1844,8-9=-1767/1844 WEBS 3-10=0/349,3-8=-778/813,4-8=-107/271, 5-8=-1027/1122 I Ann;-Fl,as,tlart,ck¢re,r WA 1 IN:UESs7'N55a VIOR I(1.9S Mns9ef(091 IUiil'sifLR9':FRxikTbm Ide0nP'—,r.radn 1aotsatit 1.-Ee!i;a0rtrie;Ppjaallkrl¢hm(I.furr@:ILIe—,shertdere ay.Cdeis,3rni!e n1das t,IOP.c,I; Ird!tr r;(d,s soil S:,Eia Yt'CCNk<,Y Alarms on.xh;as>t1s,S;emhhry:,.Rn:s�l,a wttU;r!(n:ms®rcgnxednrprdr:urorl er;iaueiyr.:na:rtitryiarSx finpdResu(I .1,10dafi.taoerli.uea UP.netr:i;an:.sral.IxF is tn!ee,uitim ` Anthony T.Tombo III,P.E. r,tr:,dh,rns:u•mfrt hU,!e!p,!actaao..a,d,c.ersaakrmd,;,xna,t,et�o:, e,ma.,nrdnm!oce,xetrhlrllamr!a,«ttnt.>hrFl�detlnrtonree�yheld dn,T,!,;aara.yk a®ydnal:,lada,n.!slrms;:itlht:rrlr:.ix.rPd - ;�80093 ' 6etr.1tuy0!sg,ruabar,err.4lledesse!rd'uIE!lOpnl@t;¢eint,rl;'a:e:ln,!,Ill,ii„e;rlcrseslSt,lrldazdiaall(Sgr,SE:t11rlPinfSlGcrldnn:dfx;�sdpil,xe.rF4ltdia,sR,ns;rax�Tdesrvl8;uttdeeLns!O:sner,Tmnl:!ira(ayr,eralirassV.n,htlrce!,raless 4451 St.Lucie Blvd. dnah,t,Frrslra(kdlxlayre:dgnsnlPae hdi;ai'zs hrdr,s.i§a To,!s DeCfa 6;dais Lurn,Walia;Oslixa.rr5nsss;na6;vep o!appeadiop.dil a;ndlteema;mas E�n!!eUN. Fort Pierce,FL 34946 (eppighsg 1016A-I RoolTiusses-AethonyLTomho III,P.E.Reproductionofihisdoroment.inonyform,is prohibited withounAewritten permission from A-I Roof[msses-AmhonyT.L hoill,p.l. it Truss Truss Type city F�J- RPVS651Std Pac/6511 EL D 1DX D03 Common 4 A0070603 ob Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:6.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:30 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-o7?slkhG7kp ZOenCSFJvPl8P1er0yRlJPrRBhyPWON 1 4-0 5-10-12 10-8-0 15-5-4 21-3-10 1-4-0 5-10-12 4-9-4 4-9-4 5-10-6 4x6 Dead Load Defl.=1/4 in 4 4.00 12 1.5x4\\ 1.5x4 3 5 2 1 1 In 1.5x411 2 g 1Bi 82Io 18 s 1s s 7 20 17 3x4= 3x8 MT20HS= 3x4= 21 3x4= 3x4= 6-10-13 14-5-3 21-3-10 6-10-13 7-6-6 6-10-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.30 7-9 >839 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.57 7-9 >451 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Weight:90 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=S.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces& Structural wood sheathing directly applied or 3-9-13 oc MWFRS for reactions shown;Lumber DOL=1.25 plate purlins. grip DOL=1.25 BOT CHORD 3)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 4-6-9 oc bracing. indicated. 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 uide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6) This truss has been designed for a live load of 6 = 956/0-7-4 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 1055/0-8-0 (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 = 103(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 402 lb uplift at 6 = -402(LC 9) joint 6 and 514 lb uplift at joint 2. 2 = -514(LC 8) 8)This truss has been designed for a moving Max Grav concentrated load of 250.O1b live located at all mid 6 = 956(LC 1) panels and at all panel points along the Bottom Chord, 2 = 1055(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2111/1834,3-4=-194011762, 4-5=-1950/1772,5-6=-2121/1845 BOT CHORD 2-17=-1268/1569,2-18=-1625/1949, 9-18=-1625/1949,9-19=-1018/1333, 8-19=-1018/1333,7-8=-1018/1333, 7-2 0=-1 63611959,6-2 0=-1 63611959, 6-21=-1412/1590 WEBS 4-7=-526/731,5-7=-353/493, 4-9=-513/725,3-9=-349/488 NOTES- 1)Unbalanced roof live loads have been considered for this design. Euzvg-Flwu Ilump!¢re.;!!tie'11 FDui"":s•i srFld,SI68d iaris 6 mon]!5(gSi011(tCf31i(LEgni[C"aI1;Y1'bre 7rrfetellpp_!tnI eedrztl eaSi nett Irtst ce!iae artxelPD3;si9tle 43nr I.6ztc�F'.Irtn:!S1_:tldre nt.Gelen eluxise I�dn 6e�D,ecft ILTik nze<eudna shdlkesetir,V'.P0Wetd4.4etrrt0:s.:e Ega:srtis,5pudl tisn;Ril!I'lu IrU;rgrunao ice,-ft F191W.tl eF;i ng1!;pa::M4 fx tr leap dCetiel4 Tres;tual-dur:NAldpd.IFti.iiei<slp esuaras,lsf¢sudaeoi,{ateY'nt pslthOn T.TofflbO III P.E. ul.s!drxs irns tlr erytei4lr istl!uspesih.aydEx Dreq Ce Onelt onkeritedr3eSuh!fdltu;0n.ga,iv Me«deddih•It.,nel ululmalkillieT!w:n[TtIL TU,11 1Oft,Mud f fidd.ud6,T-mdefiesUTmy.dxrye,ieitd!nianl knrzs tid!ieasred.iid4d y O d!Si7IcjC!tif..,YtfdllY!41rt.FnEF1niI!ednIYICCOIext:Ltimltllai!Ilassdtiekl'SEr(ICTtfylSahhldneshrallSrjtvlLlSlselFll!tSx.{Glldete!lltNs!a4dmd1xe.InIidfeSinteeSlnY3ili]CIntkfittd^LtIe15iD!s;esrTlLtsL;!t!eST.e<Rltelniis ;Mtl;tll!aI a80083 roamelefasnro:xn�i5tetusninnackdip�etmdA 1h W;sDalpby-I,OTMeru:lliyDrll}xi,a1inas110-6Inia;!nrNinlag.dll¢IcdhnllttaamltdLrdrc71L1. 4451 St,Lucie Blvd. • Fort Pierce,FL 34946 (epyright�20164.1RaafTrussas-AmfiocyI.Tomha III,P.E.Realodudiorofthisdocument.inanyhim,isproh6itedwhhouttheminenpermissirafrom4dRoofTrasses-ArthonyI.Tamhol➢;P.E. • Job Truss Truss Type Qty PlY �Std Pac/6511 EL D XSPVS6511DX D04 Common 1 1 A0070604 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. Wed Oct 26 15:26:31 2016 Page 1 ID:W?quLcl?Re?LfzLe98RjH4yHM91-GJZFW4iuu2xrAYD m9nYRcHluQz41QWAY3a?j7yPWOM 1 4-0 1 5-10-12 10- 4 8-0 15-5-4 21-3-10 4-0 5-10-12 4-9 4 -9 4 5-10-6 2x4/i Dead Load Dell.=1/4 in 2x4�\ 3x4= 3x4 11 4 7 4.00 12 1.5x4\\ 1.5x4 3 8 t` e7 n 1.5x4 11 2 9 3 1 7= Iv 21 12 22 11 10 23 3x4— 3x4= 3x8 MT20HS= 3x4= 3x4— 6-10-13 14-5-3 21-3-10 6-10-13 7-6-6 1 6-10-7 Plate Offsets(X,Y)— [4:0-2-0,0-2-131,[5:Edge,0-1-121,[6:Edge,0-1-121 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.31 10-12 >832 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.57 10-12 >445 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:89 lb FT=0% LUMBER- 1 TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 1)Unbalanced roof live loads have been considered OTHERS 2x4 SP No.3 for this design. BRAC2)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CIHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Structural wood sheathing directly applied or 3-9-9 oc h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS purlins. (envelope)and C-C Extedor(2)zone;cantilever left BOT CHORD and right exposed;C-C for members and forces& Rigid ceiling directly applied or 4-7-6 oc bracing. MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation ouide. 4)All plates are MT20 plates unless otherwise indicated. REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree 9 = 956/0-7-4 (min.0-1-8) rotation about its center. 2 = 1055/0-8-0 (min.0-1-8) 6)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 98(LC 12) loads. Max Uplift 7)'This truss has been designed for a live load of 9 = -408(LC 9) 20.Opsf on the bottom chord in all areas where a 2 = -521(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 9 = 956(LC 1) 8)Provide mechanical connection(by others)of truss 2 = 1055(LC 1) to bearing plate capable of withstanding 408 lb uplift at joint 9 and 521 lb uplift at joint 2. FORCES. (lb) 9)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 250.01b live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 2-3=-2085/1789,3-4=-1921/1723, 7-8=-1930/1733,8-9=-2095/1799, 4-5=-1778/1689,5-6=-1343/1344, LOAD CASE(S) 6-7=-1787/1698 Standard BOT CHORD 2-20=-1310/1608,2-21=-1578/1920, 12-21=-1578/1920,12-22=-1020/1343, 11-22=-1020/1343,10-11=-1020/1343, 10-23=-1589/1931,9-23=-1589/1931, 9-24=-1456/1629 WEBS 6-10=-480/706,8-10=-315/447, 5-12=-467/700,3-12=-311/443 i were;-Flzutfimikl;miea5e'11ltli;ticS43�SruFi^>[63ll IiL4S 6(0sL7oC5s(7STOY�ILT:Y}S!IKr1iRFt�iLLTkT lan fe:itTR;ip rze.drrtved ud ekerntis tress bni;r Nceu;Ilq;ial M1eema;Ltr to m,lf.l •nsflr!telae m.Eeleis s2miu sslelntte lCD,:eI; VA—Wfm Anthony T.TomboIILP.E. wined tin Tnss In n;W5.isa,mpeti5lay aft 0aeer,:aU.ndcoAlnurLrreeuW:t'lltr;On:ge,n4e ugerldtis nC@elrl uilulanlfrr:Ifn;coL=u{itld.Re e�:nddne l00u1¢yfi:tdnee',flei:ics,ndeln3 truTmy.!ixe;e,fisfe^niw nll�,;stt tr lE n:;rz:aurtrel 80083 ' ne rr.IfoyU:ciPxa![eYsaenAlleCes sd rquRlUO n/Mz;aCins nlpreelnerAtl•Eau"fnfic(¢.sISld;IdEeaelr ltfirelG:h{1;rtl nrSS(Aee rdnece{Iar;vrd�ilsse.InI iefiaesfte n!;nA*JTda n7G6nd1a:Tm:cO:sp!r,icon0!!rye&aar nl lns:Vudemur,nlns 4451 St.Lucie Blvd. eflneluirra!IlrntxncA«rzEqu w.ncea lr[I;auz!Indv:Al6e Trap Ctin6;w!c tsE tq l;aliva�asl;aa.nLrr,S;dex6;c;r,o!n;Ahilllar dlla;Ndtraltwrt;oersd�edkTq. I Fort Pierce,FL 3494b (oppight�2416AIRaofhassez-AmhonyLlcm4a III,P.E.Reprodudioirnl!his domment:in oniform,is prohibited without the written permission from Ad Foofimsszs-AmhoorLla l3ai11;P.F. Job Truss Truss Type Qty Ply FJobReference /6511 EL D , XSPVS6511DX D05 Hip 1 1 A0O7O6O5 o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:31 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-GJZFW4iuu2xrAYD_m9nYRcHFYQ_uIR_AY3a?j7yP WOM 1 4-0 7-10-8 13-5-8 20-8-0 1 4-0 7-10-8 5-7-0 7-2-8 4x8= 46= Dead Load Defl.=3/16 in 4.00 F12 3 4 I N 5 i 1.Sx4 II 2 o 1U B2 0 0: e 17 8 18 7 6 20 19 21 16 - 44= 1.5x4 11 3x4= 3x4= 44= 3x8 11 7-10-8 13-5-8 20-8-0 7-10-8 5-7-0 7-2-8 Plate Offsets(X,Y)— (2:0-2-10 Edge] [3:0-5-0 0-2-01 [5:0-0-0 0-1-11] [5:0-2-15 Edgel LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lot-) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.20 8-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.39 8-12 >639 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:83 lb FT=0 LUMBER- TOP CHORD 2x4 SP 2x 2xx4 S M 30 No.2`Except` 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left WEDGE and right exposed;C-C for members and forces& Right:2x4 SP No.3 MWFRS for reactions shown;Lumber DOL=1.25 plate BRACING- grip DOL=1.25 TOP CHORD 3)Provide adequate drainage to prevent water Structural wood sheathing directly applied. ponding. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 4-7-7 oc bracing. rotation about its center. 5)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1050/0-8-0 (min.0-1-8) bottom chord and any other members. 5 = 903/Mechanical 7)Refer to girder(s)for truss to truss connections. Max Horz 8)Provide mechanical connection(by others)of truss 2 = 93(LC 8) to bearing plate capable of withstanding 536 lb uplift at Max Uplift joint 2 and 399 lb uplift at joint 5. 2 = -536(LC 8) 9)This truss has been designed for a moving 5 = -399(LC 9) concentrated load of 250.01b live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 2 = 1050(LC 1) nonconcurrent with any other live loads. 5 = 903(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-1820/1467,3-4=-1650/1503, 4-5=-1801/1491 BOT CHORD 2-16=-1825/1999,2-17=-1249/1646, 8-17=-1249/1646,8-18=-1246/1653, 7-18=-1246/1653,6-7=-1246/1653, 6-20=-1266/1642,19-20=-1266/1642, 5-19=-1266/1642,5-21=-589/695 WEBS 3-8=0/374,4-6=0/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. AersTnn tnrr`driniex Yt T:i 7W'Si_si5Ei12"e EFA9:E i:tfl13(g6t'n5gt11 llr,3rQ't 1sAA„A(g�M1'h:m,tgidecgp asedlnS i Rs ns,rter-ar yiG ea#.`.:eh uT rx 41.r.1:!nt¢t Sdrtiddnt se.a nuis,sa Ffm wZ't9N 4Eei enxinit,sl.=dt ts'lt rr tt-ten*f-i:sriross;rgl Eegisentie. rehy:gs eses:ec s�lFA r} .psrs peTPl}4el gtitttlitMlr.1L.I:Cltpriet!S.ryi}{3e}IyAT}5}6rRftS$LtilgRlt.�fl REI,:6eCE tetllkSttR t,srM�.s; I adeusw`slnskrendlS ur uga'u9.w,dtentis Sava eet,tet ]cs Uwatm �T(,4�ataltdT us:t:.$adrll.rlr knthonyT.TomboIIi,P.E. �1 ytflt T yrreadneTAn$r,dee {a t$ s ;eel , 1 es t «. :TF„ s60083 ' 3�Pfl`4g<t-r.®Q(aGaTr Sd a-t srtcdat¢ePg airy ttalus aeg7l:aesd3e{ 4 zr.S.R li�r-zA eTr,7 i<tiisS�tr ilS..d midere c±dhk nl n;e tit,9r..s#en;y.t, n.}esdia.,d@tims?esiet.trosege� &7safl al;n.s 6xd:G;<a,sdess 44515t.Wd281Vd. rin�u dsa_i?T t.v�zRrs*eeEgtavp,;t�gHrorm'us3ttiteL;let pssAestp6vesu6'Alkttus sgasiya;rahssS}tt aieyrtreriard tiq,l.,rrFrtxaea s:a,as es lt�c:latt6l. ie Cnpyrig2t i016AIReotltcssesAm;:ryl.lomhalll,P.F.R:pmdudnaoUhisdem'nen.,inanyrmtsprah:6ittd.;dheot[henrittenpermsssiaalm Fort P ree,FL Blvd, mA-1RedTrusses-Amhety1.ImhoIII,P.E Job Truss Truss Type Qty Ply �'Std Pac/6511 EL D XSPVS6511 DX D06 Hip Girder 1 1 A0070606 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug'312016 MiTek Industries,Inc. Wed Oct 26 15:26:32 2016 Page 1 I D:W?quLcr?Re?LfzLe9BRjH4yHM91-kV6djQjWlM3ioioAKsin_ggRFgITUoHKnjKYFayP WOL 14-0 3-514 6-2-0 10-8-0 15-2-0 I 20-8-0 1-4-0 3-5-14 2-8-2 1 4-6-0 4-6-0 5-6-0 Dead Load Defl.=3/8 in 5x8= 1.5x4 11 5x = 4.00 FIT 4 o 2 14 6 N 1.5x4 11 2 `tiVf2 i ;t 1 i mi ,o o • e '22 23 9 24 25 26 27 8 28 29 30 7 31 3x8= 1.5x4 II 5x10 MT20HE~ 1.5x4 11 5x8= i 3-514 6-2-0 10-8-0 15-2-0 20-8-0 3-5-14 2-8-2 4-6-0 4-6-0 5-6-0 Plate Offsets(X,Y)— [3:0-5-8,0-2-01,[5:0-6-8,0-3-01,[6:0-8-12,0-0-91,[6:0-0-14,0-0-51,[7:0-2-4,0-0-12),[8:0-5-0,0-3-01,[9:0-2-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.44 8-9 >562 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.79 8-9 '>315 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) 0.16 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:89 lb FT=0% LUMBER- TOP CHORD 2x4 x M 3No.2*Except' 11)Hanger(s)or other connection device(s)shall be Ti:2x4 SP No.2 WEBS provided sufficient to support concentrated load(s)82 BOT CHORD 2x4 SP M 30 3-9=-118/995,3-8=-630/1829, lb down and 132 lb up at 6-2-0,118 lb down and 159 WEBS 2x4 SP No.3 4-8=-718/541,5-8=-744/2164, OTHERS 2x4 SP No.3 5-7=-97/854 lb up at 7-0-12,115 lb down and 159 lb up at 9-0-12, WEDGE 115 lb down,and 159 lb up at 10-3-4,115 lb down and Right:2x4 SP No.3 NOTES- 159 lb up at:,12-3-4,and 118 lb down and 159 lb up at BRACING- 1)Unbalanced roof live loads have been considered 14-3-4,and 82 lb down and 132 lb up at 15-2-0 on top chord,and 381 lb down and 191 lb up at 6-2-0,292 lb TOP CHORD for this design. down and 211 lb up at 7-0-12,292 lb down and 21 lb Structural wood sheathing directly applied. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) I; up at 9-0-12,292 lb down and 21 lb up at 10-3-4,292 BOT CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; lb down and' 1 lb up at 12-3-4,and 292 lb down and Rigid ceiling directly applied or 4-11-8 oc bracing. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 21 lb up at 14-3-4,and 381 lb down and 191 lb up at MiTek recommends that Stabilizers and required (envelope);cantilever left and right exposed;Lumber q 15-2-0 on bottom chord. The design/selection of such cross bracingbe installed Burin truss erection,in D Provide plate grip D drainage 9 connection device(s)is the responsibility of others. accordance with Stabilizer Installation guide. 3)Provide adequate drainage to prevent water 12)In the LOAD CASE(S)section,loads applied to the REACTIONS. (lb/size) 4))All plates pll pl.ates are MT20 plates unless otherwise face of the truss are noted as front(F)or back(B). 2 = 1790/0-8-0 (min.0-2-8) indicated. 6 = 1688/Mechanical 5)Plates checked for a plus or minus 0 degree LOAD CASE(S) Max Horz rotation about its center. Standard 2 = 84(LC 4) 6)This truss has been designed for a 10.0 psf bottom 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Uplift chord live load nonconcurrent with any other live Plate Inc rease=1.25 2 = -1019(LC 4) loads. Uniform Loads(plo 6 = -909(LC 5) 7)'This truss has been designed for a live load of Vert:1-3=-70,3-5=-70,5-6=-70,11-14=-20 Max Grav 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 Concentrated Loads(lb) 2 = 2140(LC 25) Vert:3=-53(B)5=-53(B)9=-273(B)7=-273(B) bottom chord and any other members. 6 = 2132(LC 24) 17=-115(B)18=-115(B)19=-115(B)20=-115(B) 8)Refer to girder(s)for truss to truss connections. 21=-115(B)24=-59(B)26=-59(B)27=-59(B) FORCES. (lb) 9)Provide mechanical connection(by others)of truss P8=-59(B)30=-59(B) Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 1019 lb uplift when shown. at joint 2 and 909 lb uplift at joint 6. TOP CHORD 10)This truss has been designed for a moving 2-3=-5628/2298,3-17=-6864/2758, concentrated load of 250.01b live located at all mid 17-18=-6864/2758,18-19=-6864/2758, panels and at all panel points along the Bottom Chord, 4-19=-6864/2758,4-20=-6864/2758, nonconcurrent with any other live loads. 20-21=-6864/2758,5-21=-6864/2758, 5-6=-5318/2218 BOT CHORD 2-22=1435/3339,2-23=-2134/5300, 9-23=-2134/5300,9-24=-2142/5369, 24-25=-2142/5369,25-26=-2142/5369, 26-27=-2142/5369,8-27=-2142/5369, 8-28=-2024/5048,28-29=-2024/5048, 29-30=-2024/5048,7-30=-2024/5048, 7-31=-2018/4989,6-31=2018/4989 WEBS 3-9=-118/995,3-8=-630/1829, ---' �a..�{Fkssm:fry.J{;tgraRe'4!i_sil4Sk1{SEt1'.Ck rfAEr:C!flu:SWktalSSiE71_k"t8!fli.ltirt'9�;E.'S�!F%I'6m.ierh k:•arrx:e'nsadremteaes<xRi;nn 6eilp r+apilCi;pi1`s se3lr!T.wim GS,rE kMseuSledEereesse.bets`m�a=se mtml ma Se T4,¢Et !lduk:a hm{Mms skr.lr»;Nta sxlC:uh na 7sur'ass;a:uEGemn e, ealry Fw ytu sWnDgiCP mesr' 'FaamuD re's aaatr}mmamhg:uryrs3iszifu WksPOr.soillInt ertem166,W"fm,atn iflf.i4m amr,sas,s7szs�fazs+j¢.€,Sss,scim!u3! Anthony T.Tombo I?f,RE, rdnr re.6Es rnISipfnlrlierite:rfirmva2edrx6s..w,1!!Cemrlset;rmYmistr�rrdetc.[tler{+e,bhm seafs�`.7r,7,mC;and t�Im milati:y:e?esw'?Wi.rar:r{rudd�su l:amrfnr'ietlsim ri4m'ivst,.siEst f:adsr„mys,asi keM sdLmcy s4:Lse hmrssm!f>;�:r�' �8t1Q83 Sm h'tiaq eAY e:saffmrdssta ttu'ess!tnim9e i;0¢S ha{nlau¢i5�fsaes{I:e tn;i�u- ^'N.i lasusma466{etfis5afk{,.1rsf Stu ere fdefm,?[" =rds'mis¢tt.tr419s?¢e59m,ey:ays:sPesmadlmles[tletoss�esr sy tress i�en F,e^.e!r¢t;reu4'�dsRrru,eskss 44515t•Lucie Blvd. • „t>a.4edm.mi's(sre rl sgeeds s4xs:lhfhetrain+aE!eL"Eei:nsSesipy,mri:rll ist tet res'.m,errenStshn4,cev ml¢ielis{,;„urds7md,sz;ssn r.t,�dss lfFl. Finart1St.,ci Blvd. [a r ti@i0I6A-1Rsafllssss-Anlhtt i Ismhof�yP.€,is mndurfensllhsdatumen,.inan kn5n,is rahih¢ed.if6oelthewdlun ermissisnfamA-lP.eaflmuss�Anifins I,la.�'nnS,KE Pn9 Y , P Y- P 1' Y Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX D07 Roof Special 5 1 A0070607 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. Wed Oct 26 15:26:32 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-kV6djQTWfM3ioioAKsln_ggRGgM9 UIQKnjKYFayP WOL 1 4-0 7-3-13 13-4-0 1 -11-10 1 4-0 7-3-13 6-0-3 7-1 4 Dead Load Defl.=118 in 4.00 12 3x4 3 94x6= W4 1.5x4 II 2 1 m 0 I� 14 7 15 13 6 16 5 3x4= 1.5x4 II 5x10= 7-3-13 13-4-0 1 -11-10 7-3-13 6-0-3 7-1 Plate Offsets(X,Y)— [6:0-2-12,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) -0.16 7-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.26 7-12 >606 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:68 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) W4:2x8 WEBS 2x4 SP No.2*Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No. No.2 (envelope)an - BRACING- ( l d CC Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces$ Structural woad sheathing directly applied or 2-2-0 oc MWFRS for reactions shown;Lumber DOL=1.25 plate purlins, except end verticals. grip DOL=1.25 BOT CHORD 2)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 5-9-7 oc bracing. rotation about its center. 3)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 716/0-8-0 (min.0-1-8) bottom chord and any other members. 6 = 580/0-7-4 (min.0-1-8) 5)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 357 lb uplift at 2 = 314(LC 8) joint 2 and 300 lb uplift at joint 6. Max Uplift 6)This truss has been designed for a moving 2 = -357(LC 8) concentrated load of 250.Olb live located at all mid 6 = -300(LC 12) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 2 = 716(LC 1) 6 = 594(LC 27) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-962/655,6-9=-165/255, 4-9=-165/255 BOT CHORD 2-13=-1505/1508,2-14=-942/873, 7-14=-942/873,7-15=-942/873, 6-15=-942/873 WEBS 3-7=0/377,3-6=-919/999 aunt-ems¢etw�ery¢.:r.nearmq;riPss3;srua;0311Tausatruom_nr'10sli inztuas;msuxrI:¢J,:aftii� ,mr¢e:edoafs¢esr¢¢oe,ipore:t�Po;;;aaueim¢rtTrait®:rtsr�¢:r:e,trefr:rr:'.caieuax¢.i¢Tad¢rtero,eait unst�mr{ne::daerset I'Tectaere.l. trnsn: rare:d<.Ye:arrr ,n::�r¢pro.r�¢w:maR amrrt:riarieasere�grer,mu tirs�a+�m:r¢ torte¢�roa¢ir.ari¢nJLres<.i�aa�rzr:. �r,d7¢::n,ea:h ¢tmdtr i¢ss fa: kil3r:isfte:ez nzh�Urdd!c.¢r,Cs d•an,vztlrmderxn at Nlf U..: 9eenerdtia[I D,at¢ui ia:d manasde¢t 1Ar.nrr idrero6¢e rita:Emdrr¢zs:�dse trre nos e,ir:r,err ai kn,sa�trs ce se:¢,rsrnd Anthony T.Tomb80083 tll,P.E. ' r s �r s nrn w- T r s t trerrar�o: wi6 tmr.kuwu F,drzh ISO WbIscon,ntr,ednesd rrw ie.Fudseenianryer�;usnrsetra:ee1IF..1 o—[-eett,I—dpd...1111e afi..... =inn¢rnnrrd�t,as,or,¢,rassn egr y¢A¢tTmsv¢mm<::sdrn =80083 memniehreterat¢nmeeed ud r7rcnnuheLtMrras,onstb�¢rsK510,Iufl: 6rna¢,,,Tu SinesrtCnelst9aotu SII¢Pdudn-.'sd5ut¢irrl. 4451 St.Lucie Blvd. 4 Cn h P 3 �a3 t r J r• 1 (eprtigIst 1)2016 A I Rootfiussec-Amisacy T.Tomho Ill,H.Rectaduaim of this document.in uny Was,is prnhi6ited without the written permission lrem Ad Roof hisses-Anthony L Tumb 111,P.I. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511 DX D07A Roof Special 2 1 A0070608 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. Wed Oct 26 15:26:33 2016 Page 1 I D:W?quLer?Re?Lf7Le98RjH4yHM91-Cig?xmj8QfBZQsNMuapOW 1 MebEi2DCKT?N35oOyPWOK -4 -0 2-10-7 6-0-0 9-0-0 13-4-0 13-11-10 2-10-7 3-1-9 3-0-0 4-4-0 -7-1 6 Dead Load Defl.=3116 in 4.00 rl2 1.5x4 II 5 4x4 4 7 W5 4x4 3 15 4x6= 11 10 10 0 1.5x4 II 2 8= 23 6x8 � m q 1 j� 0 o • e 20 13 21 12 9 22 19 8 7 3x4= 3x4= 1.5x4 11 1.5x4 11 5x10— 2-10-7 4-10-8 6-0-0 9-0-0 13-4-0 13-11-10 2 2-0-1 1-1-8 3-0-0 4-4-0 7-1 Plate Offsets(X Y)— [8:0-2-12 0-3-0],[10:0-2-8,Edge],[11:0-5-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC 0.77 Vert(LL) 0.23 11 >719 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.32 11 >512 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:90 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3`Except' Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W10:2x8 SP No.2,W4:2x4 SP No.2 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces 8r Structural woad sheathing directly applied or 3-6-4 oc MWFRS for reactions shown;Lumber DOL=1.25 plate grip purlins, except end verticals. Plates checked 2)Plaates checked for a plus or minus 0 degree BOT CHORD Rigid ceiling directly applied or 3-4-11 or bracing. rotation about its center. 3)This truss has been designed for a 10.0 lost bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation ouide. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 565/0-7-4 (min.0-1-8) bottom chord and any other members. 2 = 725/0-8-0 (min.0-1-8) 5)Provide mechanical connection(by others)of truss Max Horz to bearing.plate capable of withstanding 296 lb uplift at 2 = 314(LC 8) joint 8 and 364 lb uplift at joint 2. Max Uplift 6)This truss has been designed for a moving 8 = -296(LC 12) concentrated load of 250.01b live located at all mid 2 = 364(LC 8) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 8 = 579(LC 31) 2 = 725(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1178/889,3-4=-2358/2330, 4-5=-1150/1063,5-6=-1181/1234, 8-15=-519/633,6-15=-519/636 BOT CHORD 2-19=-1447/1430,2-20=-1239/1152, 13-20=-1239/1152,11-23=-2989/2739, 10-23=-2989/2739 WEBS 9-10=0/295,5-10=-328/490, 3-13=436/568,11-12=-25/307, 4-11=-672/846,3-11=-1333/1194, 11-13=-1113/1036,6-10=-1451/1291, 4-10=-1722/1800 Nan)-Pose@aryFlrrzdr.tir'dd ig;r ileSSrS(k1ri�5lE3Ai t7RSe[7.'Omctli(ISiO4i7Cfir'SYI.A:atFL¢�YE6T f¢.v.lerdrtesipyk�:rhrcuEree/eehtufit GrscEesi;tarteiarP02)mlae4rtiayl.Iisia f:Pt.1�mreS1s:^.tetare.ci Lel[ts ete.im>•Aetaa lte iCU,eelt wr,s rte,s�it:s,tt ritaewlrratasrirr,.o:s ts> gCre,se srrp� ne:�tsa�t�ryntuis®rcp�a�aerne;:i¢,irr�r¢ziyrcr�mwrfsssttsigtEe:nsht�ste)axuxiooedt.uatfu.2irvrn;:Srai n; ttrs.s at MthmyT.TomboIII,P.E. at.,rtlrt.,T-1.r�slrirt.)tsar«,,tray:mraNa.",.¢d.r,ho rsg,.d r:waxeso:::gR,i.,merzWdh,Tritear.Isut.1W11tti'd-1IPltNjrrdVInMDee yNi.:er.erm'is:md,igthffizOm;t.nt¢ea.dk ,Mf1,ft q:snaar,i -490083 uerriryo,$)xas[rrro- AQMtss rrtuRib rl4xpc�¢r>nlPeenm9kl:df;G{usltslr2,a¢ni ):FL llr:rdYAart,etcre[xg��cPS�e.1PI�a ft,rtsr sri�or,ia:�i a:ro: s;r,snr.tp ,ennelnssNttra<,:rziss 445?St.Lucie Blvd. tfleixn:ie6—dira:aehcetr;rx!drysrdv,Cg irc'Irs:rtzs mf,sllh?irast Eegn Frdaa is rgrtkrrll v;Ersl;xt,aLnsS;std>:hl�cmnykll(Ia).Alla)ade,d:Ys;mrt d�te8s�l1. _ Fort Pierce,FL 34946 Copyright02616.-1livelfrussas-dnihony Unmho Ill,EL kinaortian dthis dommentAn any form,is prohibited without de written permission lion A-1 Eofftussas-AntfianyLlamha Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX D08 Half Hip 1 1 A0070609 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. Wed Oct 26 15:26:33 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Cig?xmj8QfBZQsNMuapO W 1 MbEEhRDH6T?N3500yP WOK -1-4-0 6-1-10 12-2-0 13-0-01 -11-0 1-4-0 6-1-10 6-0-6 1-2-0 -7-1 3x4= 4x4 11 Dead Load Defl.=1116 in 4 5 6= 4.00 12 3x4 3 0 v v 10 W4 1.5x4 II 2 1 n o , � I� • t 15 16 14 8 7 6 3x4= 1.5x4 11 5x10= 6-1-10 12-2-0 13-4-0t 6-1-10 6-0-6 Plate Offsets(X,Y)— [4:0-2-0 0-2-13) [5:0-1-12 0-1-01 [7:0-2-12 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.20 7-8 >809 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.30 7-8 >532 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:69 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP SP No.2,W4pt* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W3:2x4 SP No.2,W4:2x8 SP No.2 OTHERS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces& Structural wood sheathing directly applied, except end MWFRS for reactions shown;Lumber DOL=1.25 plate verticals. grip DOL=1.25 BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-3-15 oc bracing. ponding. WEBS 3)Plates checked for a plus or minus 0 degree 1 Row at midpt 3-7 rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 719/0-8-0 (min.0-1-8) bottom chord and any other members. 7 = 600/0-7-4 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 365 lb uplift at 2 = 293(LC 8) Max Uplift joint 2 and 303 lb uplift at joint 7. 7)This truss has been designed for a moving 2 = -365(LC 8) concentrated load of 250.01b live located at all mid 7 = -303(LC 8) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 2 = 719(LC 1) 7 = 600(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1158/885,7-10=-222/329, 5-10=-209/318 BOT CHORD 2-14=-1 147/1201,2-15=-1 157/1082, 8-15=-1157/1082,8-16=-1157/1082, 7-16=-1157/1082 WEBS 3-8=0/369,3-7=-1034/1112 B tiq-Flrn+fltmyNrrnef W1IrO:i'iPi3�kS6•;.ifF3Ai IirUSE[OBgmgSfi9S'gM1 rCPS;2(SEu�?E<rN[6P tare ictlpiesirt pta�ah¢sti resluSs n?ds rrzss Cesi3a0rtrial{![k;1,d lkt 47iap1.haEF G;F rt*fa:eSS_tEetau x.Ctlsts Ptnzise Me/wCe trg,t¢Ir wiaic>M.ett)itit:rnutkewxtecwettca 1 nregeS�,srt:trrFEp, n vp•6;rya:ulro,,er:�flx:tinzrt Itseia gag a.Ettxttsigadnesrey:tnc:[ep��tercmatdp,treuirntErt�ytes�ora.,�tutrttdflecc:uaza'm Anthony T.Tombo III,P.E. �tes•ttn:>1r=aaEt- rti�r; n r etiaiiya�.o.tR.,.ec.M�tt,fttrutet3atntr�lr[o ze,,natttlt,�nstn:.nt'x xi:ti ;irtlew trr r nt p,t10A,TDumevajfie .::ld !A,T t;&fjtr•Fertg.ewert.u,t.i t1- saf'tenert.rsesndit(el 60663 nt UrfcgC•s gu i[er tatr rn.n sv�taflr•In.m�„rr,;ea.tpP.e:i dl�rt,saS rt�p si s>`tq[.attrytaa7;r[snraketth[k,r..tta sttt mn�tlettt.tt>a:p�say�a,zt Inletntesnt a,ptat6rntt t,ice:nerens:lm:,u:s27,rtots a:.ike 6r rtt:tte mess emflar<t:al 4451 St Lucie Blvd. Zt enerisa«T.,.fErt:nnWeyeeG 1 a rayxira:at,nat[std rszGngecnEt7 a[sE rfl r:uiylesiaau.uunc5,sleaftjceno!tgEallitglnmrcdet!_sa.masktfind'.M (oyyrightYGIG 4-I Roailmss:[-drthocyLl:m9a'lI,P.E.Rtataduaiar:arihis dommetrt,in onykrm,is pro6ihiled x•ithounbe enittenptrmisliantrem 9-19c�tbnssas-knthonyl.lamSa llE;P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply , �Std Pac/6511 EL D XSPVS6511 DX D09 Half Hip 1 1 A0070610 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. Wed Oct 26 15:26:34 2016 Page 1 I D:W?quLct?Re?LfzLe98RjH4yHM91-guEN85knBzJP10yYRHKF3Fvsle-hyl3cEOpfKSyPWOJ 1 4-0 5-7-9 10-2-0 13-4-0 1$-11-10 1 4-0 5-7-9 4-6-7 3-2-0 -7-1 4x4= 3x4= Dead Load Defl.=1/4 in 4 5 i 6= 4.00 FIT 1.5x4 3 C9 10 , W4 n 1.5x4 II 2 m 1 I 1J to t ° 15 8 16 s s 14 _ 7 6 3x4= 3x8- 5x6= 10-2-0 13-1-0 1$-11-10 10-2-0 Plate Offsets(X Y)- [2:0-3-2 Edge) [7:0-24 0-3-01 1 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 'I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.37 8-13 >439 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.63 8-13 >257 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:72 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3*Except* Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; W4:2x8 SP No.2 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 4-8-0 oc grip DOL=1.25 purlins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD panding. Rigid ceiling directly applied or 5-1-15 oc bracing. 3)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 4)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) 5)'This truss has been designed for a live load of 7 = 595/0-7-4 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 725/0-8-0 (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 = 252(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 296 lb uplift at 7 = -296(LC 8) joint 7 and 372 lb uplift at joint 2. 2 = -372(LC 8) 7)This truss has been designed for a moving Max Grav concentrated load of 250.01b live located at all mid 7 = 595(LC 1) panels and at all panel points along the Bottom Chord, 2 = 725(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-1083/1022,3-4=-542/396, 4-5=-453/435,7-10=-579/570, 5-10=-582/570 BOT CHORD 2-14=-921/1582,2-15=-1218/1003, 8-15=-1218/1003 WEBS 3-8=-587/825,5-8=-585/633 btu}-flasasiam:F¢ruin.C+['}110%r"iiF*c0�fs13'5[13kI95S 6:OVDi11C9S(7fi0Y'lbTl'i.rkR4eFP-,d.'ST ixn resdrlsipp;r,?shtsved[eFl utsfF'�slassCesi}saYF*a}(iLk;¢ad6e kRnpi.isstf C;r�.rfD.-nttfle[!teixe[ss.Gliss tfF[isesafeifa ne lLD,efir ILLi:w [pletes shitSf[setia•Sf mulfrert.h.T-a,sg hilmaiif,51-tj 4} rt sl waarTV cyrculs mF Fnw,al is, kssua[Isia mrr swa:ld3[ErYf huptlth[nF}s im tySMFa 6[1DDffir,rzen lEEl.Ekfc.gau-FmltF iai ra}C;[s h7eay Anthony F.Tombo III,REFft nftt Yv.hnsWmrt[Dfe561S[iapFsirlmdAc Dma,*e C.s saAkFmfl fgrC asK tnller}D.Fge,;a@e tldFfS[I14&flirt/;ula[el�.11is}ra}aulRl}.1lf y};ecl dfie100Fet uFfi l! ['ue F[ss,udfLyMfLa}.slnyf,mll a fz1A -nd.lede[f'}Fnnlr7el =80083 6[Gitu}Dssigs[u haavart.lttetl[s srmu6alD.ecl DxiacSa Ir e[lisssti lxkD2 ihv'F sl Stfirt9f Naa10DlstFshl lrifl FftSlUe[rzlnfneltasr��d}siS:xe[iNllffii[esfte rzy+s:*nRiu esthfitsel ltslas,Ossas,'rss C�.ylhrsf[F[Fi itus[aaFrf:IFSN;Fftfss - 4451 St.Lucie Blvd. slEnmaiehoxlErv(asnalfgf:dgrfin vhi lT dl}xlRs ins6al l�In sDetkv[sD:�n s111le}Itia;Desl}au.srTr s,Saea Mean dffTaYlEe}Sil mladefl:ec.oe vs lfiFr!¢41d. Fort Pierce,FL 34946 Capyrigbt 0201b A-1 Roof hisses-Aathanyf.lonba ill,P.E.Rensadunioa aphis document,in any form,is probibiled wisbulthe winen permission from A-I Raaffrasss-AslbaayL Te1050 111,P.F. ;XSP;VS6;51 Truss Truss Type Qty Ply Std Pac/6511 EL D V 10 Half Hip 1 1 A0O70611 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 201fi MiTek Industries,Inc. Wed Oct 26 15:26:34 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-guEN85knBzJP10yYRHKF3FvsRe1 MyjMcEOpfKSyPWOJ 1-4-0 8-2-0 13-4-0 1-4-0 8-2-0 5-2-0 _7.1 4x6— 4x6= 3x4— Dead Load Defl.=3/16 in 3 4 4.00 12 ci 9 0 6 c, W3 n 1.5x4 II 2 1 I e 14 7 15 4 3x4= 6 5 x4= 5x6= 8-2-0 13-4-0 8-2-0 5-2-0 7 1 Plate Offsets X,Y— 2:0-2-6,0-0-0 3:0-3-4,0-2-4, 4:0-1-8,0-1-8, 6:0-2-4,0-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 7-12 >746 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.37 7-12 >433 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 6 nla nla BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:65Ib FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T2:2x4 SPNo.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOB CHORD 2x4 SP No.o.2 Vasd=132m h HVHZ;TCDL=5.0 sf;BCDL=5.0 sf; W3;2x8 S SP No.2 p WEBS 2x4 SP *Except* h=25ft;Cat.PI;Ex C;Encl.,GCp p0.18;MWFRS P OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Structural wood sheathing directly applied or 5-2-10 oc grip DOL=1.25 pudins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 6-4-2 cc bracing. 3)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)*This truss has been designed for a live load of REACTIONS. ()b/size) 20,Opsf on the bottom chord in all areas where a 6 — 58010-7-4 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 740/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Provide mechanical connection(by others)of truss 2 = 210(LC 8) to bearing plate capable of withstanding 270 lb uplift at Max Uplift joint 6 and 398 lb uplift at joint 2. 6 = -270(LC 8) 7)This truss has been designed for a moving 2 = -398(LC 8) concentrated load of 250,01b live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 2 = (LC ) nonconcurrent with any other live loads. 740 (LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-842/640,3-4=-706/696, 6-9=-517/559,4-9=-5111555 BOT CHORD 2-13=-1958l1910,2-14=-7171717, 7-14=-717/717 WEBS 3-7=-195/387,4-7=713/715 rt,;aq-tr�iaa,aaP!p«.�¢��¢•srm,-,€nr>s6fx�sts[€�tnteMscrosnrmrttarc��r�i.xrcr:Ft�urar!aear?:�:F,�nra�;�«tarz«al«�=t.a�:sa«c.tl3ann.v$pn;::+naenamyttnta�r�.tr¢�s;�rler,:ars?east;:¢x«.I«s�rtaar¢reo.nry Fhi?sr+ar<arpl¢«,a3k edA•t<iGGmkrd¢lsayrasP:sa ty:ids,t)n trFEpr` 0¢lxtra�lG,rare:ats maaY7 se atri¢rsKrsna!ac5tae,vgtaspa mod:h4sipdb tn}'e:m,re) a¢Ca=1;5ady,arderilFt.t a<sirrmxmp e,fes'¢r.aattntWWII Anthony T.Tombo III,P.E, et dR Hash�IUIe•tsfia«sre ulet tSaC*a«,f H».e awk n,{ems ttstct{aC:�aa,n4x«ef¢tM1tfA¢R:,Ilal�at!:¢lain.lf«ysst?ae{Itttlfxsn:ada'fnetCAaez«tfiAdaua!ttel;ass Caayksa4a}sty a4,:te,,«iFaaassdlatlx«yas4.!Aid �80083 687tcyC si,sx«t[a§.Irr.Rllutas sr d n.}CCnlle)ah rdr�,6us e!ti! ptrge IS:'tlptda¢etra116P)AEsstl¢IRn3S3if ct ttldeL'¢lta p�adpid,e IfFlftfilti(FartSJnS�vlrta Mt All fA11•}IlSi O_k e, .ss�.¢a sae«eeelttsskacle;ler«,aleis atlenna«freiratnbxltyr«egn s v rix I,el gsms,IuahW.ls?int C¢Gee Eel¢«Is E;(ke W':Ilmq peslga«,rrLVm.pt z ta[ha¢cneyrt(nr.til«)ede?!'n•.�s«¢as 9dntlsnn- - 4451$t.Lade Blvd. to riht�t416 Rd RaafUesss-AnthoryLTam4!,., y on P gy 9 a II P E Reprndotliue of this dorement,in term,is rohi6itzd xri6ounhe w•rittenpermissiav from 4d RanlUones-Amhooy I.Ivm§nIII,P.E. Fort Pierce,FL 34946 T Job Truss Truss Type Oty PIY Std Pac/6511 EL D XSPVS6511DX D11 Half Hip Girder 1 1 A0070612 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com. Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:35 2016 Page 1 I D:W?quLcRRe?LfzLe98RjH4yHM91-84olM RIPYHSGfAXI??rUcSS 1 u2LGh7UmTgYCsvYPWOI 1 4-0 6-2-0 9-9-0 13-4-0 13-11-1p -1'- 4-0 6-2-0 3-7-0 3-7-0 0-7-10 i Dead Load Defl.=1/8 in 5x6= 1.5x4 11 3x6— 1 1 4 1 4.00 F12 Li 4x6= 11 0 v 1 1 W3 A ,n 1.5x4 II 2 I m 1 to ss s 19 9 20 21 22 8 23 24 25 s 18 1.5x4 11 4x8= 7 6 3x4= 5x6= 6-2-0 9-9-0 13-4-0 1,3-11-1p 6-2-0 3-7-0 1 3-7-0 0-7-10 Plate Offsets(X,Y)— [3:0-1-4,0-2-8),[7:0-24,0-3-01,[8:0-4-0,0-2-41,[9:0-2-8,0-0-12) 1 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.14 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.23 8-9 >716 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Weight:68 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3*Except* Standard W3:2x8 SP No.2 Vasd=132mph;HVHZ;TCDL=Cpi=0.;8;MWF Opsf; Vert:3=-53(F)9=-273(F)5=-151(F)15=-115(F) OTHERS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope);cantilever left and right exposed;Lumber 16=-115(F)17=-115(F)20=-59(F)22=-59(F) TOP CHORD DOL=1.25 plate grip DOL=1.25 23=-59(F)25=-55(F)Structural wood sheathing directly applied or 3-5-9 cc 2)Provide adequate drainage to prevent water ponding. purlins, except end verticals.BOT CHORD 3)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 5-6-7 cc bracing. rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation ouide. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = 1298/0-7-4 (min.0-2-4) bottom chord and any other members. 2 = 1078/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 706 Ib uplift at 2 = 169(LC 4) joint 7 and 624 lb uplift at joint 2. Max Uplift 7)This truss has been designed for a moving 2 = -624(LC 4) concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 7 = 1918(LC 23) 8)Hanger(s)or other connection device(s)shall he 2 = 1242(LC 19) provided sufficient to support concentrated load(s)80 lb down and 132 lb up at 6-2-0,115 Ib down and 159 FORCES. (lb) lb up at 7-0-12,115 lb down and 159 lb up at 9-0-12. Max.Comp./Max.Ten.-All forces 250(lb)or less except and 115 lb down and 159 lb up at 11-0-12,and 151 lb when shown. down and 155 lb up at 13-2-4 on top chord,and 381 TOP CHORD lb down and 191 lb up at 6-2-0,292 lb down and 21 ilb 2-3=-2830/1131,3-15=-2360/907, up at 7-0-12,292 lb down and 21 lb up at 9-0-12,and 15-16=-2360/907,4-16=-2360/907, 292 lb down and 21 lb up at 11-0-12,and 295 lb down 1 4-17=-2360/907,5-17=-2360/907, and 17 lb up at 13-0-12 on bottom chord. The 7-11=-1458/707,5-11=-1420/697 design/selection of such connection device(s)is the BOT CHORD responsibility of others. 2-18=-878/1875,2-1 9=-1 115/2654, 9)In the LOAD CASE(S)section,loads applied to the 9-19=-1115/2654,9-20=-1125/2721, face of the truss are noted as front(F)or back(B). 20-21=-1 12512721,21-22=-1125/2721, 8-22=-1 125/2721,8-23=-1 22/386, 23-24=A22/386,24-25=-122/386, LOAD CASE(S) 7-25=-122/386 Standard WEBS 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-9=-145/963,3-8=-542/283, ,Plate Increase=1.25 4-8=-481/377,5-8=-918/2369 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,7-12=-20,6-7=-70 Concentrated Loads(lb) un,n,drreei,.ne•t(m,:nests;u(E(r;s(nsr(iwsamsomcss(nmuRctt;tuacn:rnsu(orro:nrrr(t,i��,a>tn„eene!h,ner,rnnce,ir,D�.i.3t((�t�+neam�rr.iw,art.l,!e�,sse3nd><e¢s,.edEnasw.mene�mG,ru.e,it wTainacnnlm,s s4dlkes<efxmeresnE<edf.lselr:ss Dara(,ga;x[�,sEeaeM(s(�e4 ae,�(e,crrD;nEre:aunrc;e wine(nessi,¢,lees(,:s,i,(re,yssEu,!x se(e:igseiezd¢(e rn,tet it�ma self tiles fnt Tiete,bs Anthony T.Tombo III,P.E. as¢rd�rtms�r�(lee:esnemre¢: ryaaDn.e,D.eer,em¢a,et¢s5enecrr�D;: ,nteneernu,u�e1(ml (:2iD1li;eo,nttnLnz,ne¢rddr,oD,eta;eex.ndaer,:s:�a¢ry(no-rde(eel,daaTEmnssuEea�n;;�.naD;d 480083 Ile eeAferDsigererd Gz~Jer.AUrdes sd,d¢B:IDO nI lie adrkfelg DI 1is 1-1 5,Elfiq Desire': e sire':ul g(snf¢Ic�trt lrlrsty'111-nlnaeel lart; 0is Mid neefiees@e nsPss?tfioaidfiesd(rinr.D;s%(e;r,imsge!i(e N�een eei loss Rerhdrte,niess 4451 St.Lucie Blvd. eM•.meEe6ultp(Wi¢hyeerdrynte viRsg lT dl rav`4sim6ei.li¢GrsDedlt 4lixs,is birtle 6.�Itlq Deslga,;,AinsSEtt¢sh(bc dnTla;IGo;:II aEDdLel txxs oe is defiednlr6L Fort Pierce,FL 34946 CepyrigM1tD1016 AJ Peul Teoss=sActhuryi.Tempo Ill,P.E.Reploduoiu dthisdocomenyin any form,is peohiGltad anhaunhe mitten permission hem Rd goo(Gusss-AnpouyLTab;Il;P.E. Job Truss Tnopitch ss Type City Ply Job Reference(optional) Std Pac/6511 EL D y XSPVS6511DX D12 4 1 A0070613 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. Wed Oct 26 15:26:36 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-cHM8Znm1 iaa7HJ6xZiMj8g-AORm9QebviKlmOLyPWOH 1 4-0 6-0-15 10-1-0 1 4-0 6-0-15 4-0-1 4 1. 1 4.00 FIT 3x4 3 W3 n 1.Sx4 II 2 BIU LA o s t s' a 12 6 13 5 11 3x4= 1.5x4 11 5x6= 6-0-15 10-1-0 Plate Offsets(X,Y)- [5:0-3-0,0-3-01 6-0-15 4-0-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.09 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.14 6-10 >841 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:48 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 3)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with an other live BRACING- y TOP CHORD loads. Structural wood sheathing directly applied or 5-1-7 oc 4) This truss has been designed for a live load of purlins, except end verticals. 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 5-11-7 oc bracing. bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 423 Ib uplift at accordance with Stabilizer Installation guide. joint 2 and 367 lb uplift at joint 5. 7)This truss has been designed for a moving REACTIONS. (lb/size) concentrated load of 250.Olb live located at all mid 2 = 568/0-8-0 (min.0-1-8) panels and at all panel points along the Bottom Chord, 5 = 420/Mechanical nonconcurrent with any other live loads. Max Horz 2 = 334(LC 8) Max Uplift LOAD CASE(S) 2 = -423(LC 8) Standard 5 = -367(LC 12) Max Grav 2 = 568(LC 1) 5 = 483(LC 25) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-705/599 BOT CHORD 2-11=-1455/1462,2-12=-872f797, 6-12=-8721797,6-13=-872/797, 5-13=-872/797 WEBS 3-5=-902/988,3-6=0/354 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 Eigdls ixra.sN+':miex2Ee-!l3u 711»;fEllT°1;f�5R:€'£tSi-EC(i#li;f[E`1:77`€]r[i'j:iC97Cf::b4Ni%t'h!a.tff#t drq C£!fRd itEfBSi t'Es ns t=.i iiCi;c%:4!ki3en,1.'eab wrilk:eusSteEtleh!e nz N'rs astfx;e n#H tx„".t't4,teir I�Eq:AYP3,Ygt iE="qt Pttb t#�ttr"EII;41� Ir 5 1'E.K,+§`tl t,.gtE<hq SriSlt vti E6 Rgr(?E!.fSFP"'Ste#f:glie;f#G!#Etl EeBl eFflgtEiRgR q:rs:+a'E da 64(43gay.}X tISyt3riif4f'.F 11d.M tr:pi£€j.DE(J 1gEi.:fBiF,51(4 Df}YaS9+.hL:tq $!fy5278'SI ' Anthony T.Tam. bo 111E- P.E. #ideSt�!!ttI Itlnr$xlBiaqu t>r.;{IyM> ff_N'G+eE(S[e'#i E((=tttrC r:kf.. Siq;&,ie YM(IIti..3E#f.9(,1f (iF�+t d2!!t3.e(e#.$rld r3i 0q:dt�i'I.e1 8N3 Ceq tlE F t#F .t,:E<t4W1 U1 Legx.EBI;A,slged tq!'E(X(3f,HS?ISY3(y 60083 , ' t F ba;.a,lq�:es!(rtf!sar [aox.stfEvf�rivi'b¢(6 de§t s¢E h e s Fa t# f 42+1h'rcEaiE6Ptf rfkq PExiS4 ftE4erffRL4tAq z.l-dry IA-d?iLs£.E respza!t_i1..a¢sllAas dt<.efss.�ngLssO.c,.rsg,..tat rts t. hs.atssf a_-i#1Fe f`e+lncq�§dpq.Eed�EB.gelBuq!}UgaSssa4t4_f4"tEifrss..nptegats:Wb.dF teE!§q,shgt.�ktss SlsY.augzrs d¢,t._1r.p....rgdcaed,€�.mt.2:'stdallbl. 4451 5t_t7tr,Ee BIYd. Fort Pierce,FL 34946 {oprrdgbt u'e i9ddd-lpnutltasses-AniEacyt.Tem5oi 6,F.E.&:produsiien oit5is dCEumart.in nay(ar,ispmh€bittd.dfirfanhawritstn pefmizsics±mntA-7 Raoflratses-Anthc�yl.TerSn ill:F.E Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX D13 Half Hip 1 1 A0070614 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:36 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-cH M8Znm1 iaa7HJ6xZiMj8g_CdRjlQcXviKlmOLyPWOH 1 4-0 4-8-0 9-0-0 10-1-0 1 4-0 4-8-0 4-4-0 f 1 1-0 46- 1.5x4 11 4 5 4.00 12 1.5x4 II 3 w4 3; m 1.5x4 II 2 o & & 13 7 14 6 e 12 3x4= 5x6= 3x4= 4-8-0 9-0-0 , 10-1-0., 4-8-0 4-4-0 b Plate Offsets(X,Y)- [6:0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.15 6-7 >775 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.18 6-7 >645 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:52 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left BRACING- and right exposed;porch left exposed;C-C for TOP CHORD members and forces&MWFRS for reactions shown; Structural wood sheathing directly applied or 6-0-0 oc Lumber DOL=1.25 plate grip DOL=1.25 purlins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 3-7-10 oc bracing. 3 Plates checked fora plus or minus 0 degree WEBS P 9 1 Row at midpt 4-7 rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation ouide. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 429/Mechanical bottom chord and any other members. 2 = 558/0-8-0 (min.0-1-8) 6)Refer to girder(s)for truss to truss connections. Max Horz 7)Provide mechanical connection(by others)of truss 2 = 307(LC 8) to bearing plate capable of withstanding 569 lb uplift at Max Uplift joint 6 and 641 lb uplift at joint 2. 6 = -569(LC 8) 8)This truss has been designed for a moving 2 = -641(LC 8) concentrated load of 250.01b live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 6 = 489(LC 25) nonconcurrent with any other live loads. 2 = 558(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-835/1927,3-4=-913/2160 BOT CHORD 2-12=-1905/922,2-13=-2130/882, 7-13=-2130/882,7-14=-281/139, 6-14=-281/139 WEBS 3-7=-506/698,4-6=-472/953, 4-7=-2258/907 - -- fia.+�s•tl¢ass�rgptf s�ita6t'dtdJiiliUSi•3^SEI£r1"gEad"Eie?4tib4L(UA;i;h755 tC11CPlYL1¢[CIF:C&7C'.ED6'LrRI`[tto.teEl+ln pt pxast'srsv%uafa�e;pl�s SerC;.lpa„au3ilCi{¢si�s7et5z.1'i�Qr£L+fnsys 5ktnptkrttss.CsntD_=zttte s�cdn'Et iGD,u¢ .ti`a4:u.e p>•res zh;;pt nMhs Ge 1D@§§¢nAl.7srr'azs p¢zgaCqu±myy;pecdtp=zim rK¢sus¢z;.riDDteaese,.nm=p7aachereh;isaal.3iamgpn pttsatCp tm6 k,igss<fiuisdxinsap�aYs4s GDr±tr.alsUFl S.'saoig.as-pu!._L-rl prr`ms,s7pi'r Anthony T.Tornbo IN,P.E. xlate s'.t3ls iro.txurSxJdropu tt,pzxsatta8±5aur,t4±Caufs rtm¢isstFg±masS¢pxl:sil¢sipx;,o5e emmtld±dr,fis�.st lHd!':.QRp;F:±srd;di.tup asr7dGsel Atd ttp`i:td±dt±rt±r-slap.*9s{shy.x:ilen cz3lnr suCS.[e±s,c All;a' , 3t R.§tz ¢ Aaad(aebab S7mu stlsetmntr;D safSz ut:eseE,}s'u¢s#ix fa?2 A ss'Ss!>y td;±m5rsr,StS( 4!o"Lode r F pM z3 � t�lAmdt}EiclR6mntFrtEudhcgcwmt}adezaG4lrays<srespaa,�de,esi�sa'ttFFessutay Ness@xparr�eeesr¢drrtstzleRnx.celesa 4451Sh,(;}Gee Blvd, a esaar:,r.ilraCe clFpulgcEpeiYopEpolpati±s¢'«ad,Rzl¢usDesi}thpssxisM1B#etaxtpSeslpr>,wkazssst±mEry2sssedewB.uFp.A':[g8znlh:c:mstzl:§±littFFl. Fort Pierce,FL 34946 * Cn it'�i8}CA-E&a4dttasses-Aot3cc 1.lomhelh,PF.i;=.roduet;an eiShis dn±nmtn?,in an Fs±s,is rah;bited=nbaap thant0±en eomizsicx}somA-F P.nnitrasscs-Aa0em 1.ron3oilp:P.E PY"D° Y P Y• P P Y Job Truss Truss Type Qty �PIY Pac/6511 EL DXSPVS6511DX D14 Half Hip 1 1A0070615 [Std ob 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. Wed Oct 26 15:26:37 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yH M91-4TwWm7mfTui_uTh77QtyhtXJ9r0682A3w_l JxnyPWOG 1 4-0 7-0-0 10-1-0 1-4-0 7-0-0 3-1-0 5x6= 1.5x4 11 Dead Load Defl.=1/16 in 3 4 4.00 12 W 1 \ t 1.5x4 II 2 A c 12 13 a ri. 6 5 11 1.5x4 II 5x6= 4x4= 7-0-0 10-1-0 ' 7-0-0 3-1-0 Plate Offsets(X,Y)— [2:0-2-10,Edge],[3:0-1-4,0-2-81,[5:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.25 6-10 >484 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.22 6-10 >531 240 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:46 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS OTHERS 2x4 SP No.3 BRACING- (envelope)and C-C Exterior(2)zone;cantilever left TOP CHORD and right exposed;porch left exposed;C-C for Structural wood sheathing directly applied or 5-5-15 oc members and forces&MWFRS for reactions shown; purlins, except end verticals. Lumber DOL=1.25 plate grip DOL=1.25 BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 3-3-5 oc bracing. ponding. 3)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 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation ouide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5) This truss has been designed for a live load of 2 = 584/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 5 = 404/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 248(LC 8) 6)Refer to girder(s)for truss to truss connections. Max Uplift 7)Provide mechanical connection(by others)of truss 2 = -692(LC 8) to bearing plate capable of withstanding 692 lb uplift at 5 = -518(LC 8) joint 2 and 518 lb uplift at joint 5. Max Grav 8)This truss has been designed for a moving 2 = 584(LC 1) concentrated load of 250.01b live located at all mid 5 = 475(LC 25) panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-473/1008 BOT CHORD 2-11=-3802/1795,2-12=-1078/417, 6-12=-1078/417,6-13=-11191440, 5-13=-1119/440 WEBS 3-6=-675/371,3-5=-565/1438 Zt �s�.��n;•��a,�m��tEranm>>��sEurrsi�nas4.atna:rz+s:€sodr�zts£o� m+eta+;:+c,�pn:oe=a�tt,�tr�s�o;�+++�a,rc�:uRrdsc•,era:�,c.�sE�tft<r�•ezfta�;Edr��s n�,�;.+r,:+:�,�.--��E; ai rt:n r ee stn'de rst#ta Nelb'4'ss n53 rl ss eatclicenf e,Sr=,;<at s,-s r., t�rsrt¢t ms. ::rr.�e sure, d , s ,r>,�, �,r re�Ar sasi,rr sr ins wt.a:r,ne+Enl +tu,n n;rzl }x rr-; Anthony T.Tombo Ii;,P.E. rd.u+.L+tst ss fKurkltryu<sr gasCo-r,:.ap..cu,ta±Cstth ebmvrlepadue W6'J spar u[,Ww ftl"&L°W w NA � W!19 Mt.t'uq done Narsr est'W ad3' rike"1W.W. 0 a<bs.y sdfccaxcer 7mxssyrtdueP3aE6eratas�f a svme�sz -srors�.rau=rFduA�t E au'aer+rdaaE q -I-.s.,Ra.�ese�e,pes.ma„antt�„srr<s a,e:;.r,[a ae. rrmar-ns£, a�x,ca�a 4aS15t.tude6ivd. .,erai _ds;r. r3ecdspeata+at9gE+d;FaSes xadvL"let Os 6.xpfiyaemi:Yl het utn,.ess errs)Slated¢peenp,,;¢pkL,zei...c.mc.2..e,dRlfEd. CapyrngbiVnib Ad Huaflrssrs-Aalk-tyl.leasb ill,P.E.£!prodadm allhis dammenLJn any Lts,isprahibitrd.;Ihmthe wrintas petmiz;on#+umA-1 ladlr:ssrs-Asiheayl.Imho III.P1 Fott Pierce,FL 3,946 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX D15 Half Hip Girder 1 1 A0070616 Job Reference(opt ona 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. Wed Oct 26 15:26:37 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-4TwWm7mfTui-uTh77QtyhtXMlr2s81 M3w-1 JxnyPWOG -1-4-0 5-0-0 10-1-0 1 1-4-0 5-0-0 5-1-0 Dqa,¢ttopd Dell.=1/16 in % 1 1 4.00 12 5x6 4 - Wtt l 1 I i 1.5x4 II 2 dJ 1 6 d 14 6 15 16 17 5 6• 13 3x6 11 5x6= 3x4= 5-0-0 10-1-0 5-0-0 5-1-0 1 Plate Offsets(X,Y)- [3:0-1-4,0-2-01,[5:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.24 5-6 >506 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.31 5-0 >387 240 BCLL 0.0 * Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:46 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 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS OTHERS 2x4 SP No.3 (envelope);cantilever left and right exposed;porch BRACING-TOP CHORD left exposed;Lumber DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 3-10-6 oc 2)Provide adequate drainage to prevent water ponding. purlins, except end verticals. 3)Plates checked for a plus or minus 0 degree ROT CHORD rotation about its center. Rigid ceiling directly applied or 5-10-7 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 uide. 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. 2 = 79010-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss 5 = 802/Mechanical to bearing plate capable of withstanding 915 lb uplift at Max Horz joint 2 and 892 lb uplift at joint 5. 2 = 189(LC 4) 8)This truss has been designed for a moving Max Uplift concentrated load of 250.01b live located at all mid 2 = -915(LC 4) panels and at all panel points along the Bottom Chord, 5 = -892(LC 4) nonconcurrent with any other live loads. Max Grav 9)Hanger(s)or other connection device(s)shall be 2 = 1023(LC 18) provided sufficient to support concentrated load(s)347 5 = 1407(LC 21) lb down and 393 lb up at 5-0-0,and 176 lb down and 211 lb up at 7-0-12,and 161 lb down and 197 lb up at FORCES. (lb) 9-0-12 on top chord,and 700 lb down and 374 lb up at Max.Comp./Max.Ten.-All forces 250(lb)or less except 5-0-0,and 284 lb down and 41 lb up at 7-OA2,and I when shown. 277 lb down and 30 lb up at 9-0-12 on bottom chord. TOP CHORD The design/selection of such connection device(s)is 2-3=-2296/1479,4-5=-263/307 the responsibility of others. BOT CHORD 10)In the LOAD CASE(S)section,loads applied to the 2-13=-1378/1413,2-14=-1450/2151, face of the truss are noted as front(F)or back(B). 6-14=-1450/2151,6-15=-1488/2265, 15-16=-1488/2265,16-17=-1488/2265, 5-17=-1488/2265 LOAD CASE(S) WEBS Standard 3-6=-443/1339,3-5=-2396/1574 1)Dead+Roof Live(balanced):Lumber Increase=1:25 Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-4=-70,5-8=-20 Concentrated Loads(lb) Vert:6=343(F)3=-22(F)11=-79(F)12=-69(F) 15=-53(F)17=-39(F) ........ ..... itft€ES•!ID!'ttr:hJVlPctht'Sd 1.3[Tl0$i:> d€'7'£FRi$dt!. :&€ax.�ra3.reiTcdi TPir3€:nto:>Rsa.AT'rtt4,rf¢ ki94..3f`S[9 fEEt dtlt3 N3 TRii Uwt,rUt 31f Pin;e,,IRistiW.d i3s b dt r Anthony T.To !iilF t. Sap.,f53-6ststA(a 6e IC-waif x�}ksi ss:r."E,nfsg. i3..pttxGts-rx 3tsitt3s7TCR..rs rs sxa,Efr:>s Csre't`tEd tr,tutrtg rgav'.isfkhtfrlp«lnf¢3kLas3iryt�eEktizPgrtp tc2fi7f6L leek^sess�f-slsz'.;r.E't;salt u'tinsbo t:,P.E. ant Psrnsstzo.tt€upt r;rtsft€uy« u ra. st fa,ta«aa gz pxrntt* Ext+Tr, ctair�ieuc€taa �ii{ra¢nc,e ntT a€ p:t€tat /c: u€ glnti.,fr:evst�a Eddy S s :rp� K80083 3t€tf.9}r E•S S'@iIt¢aeCf[}1MiPS S.RfttdktryH€rY}(3r elQfg't}-3t1'd7iP�"'.j€E 7'Ird."j f3t32w4Tr§Tirr,rkrrifk}{1.fttNl,t OM1 tti3tfffd[MSEI�a €d6T.nS ti3flt1 flti}¢ti nft sn.illt29'W 1 Nn;'.t!bs,Q?kB 4451 St.Lurie Blvd. ,vSftast ts}s.a;,;l pe€fFe�sazatrtxeP is n4,tLTS!i s37stP&P¢t��Sa�1:fimtTagas 3xaisn ssleahpRadsne�:4iep.,"s¢lvkudt�atsrzr.} rdisti€1. Fort Pierce,FL 3.1.946 • {apyrigbt t{;[81dA-1 FaaFliaszes-Aat5ayl.Tambatlr,P.t.Aapiadatiian if IFS dammert,in any ram,is pratlbited*it6aus tha writtenpetmissieaitemA-1 faatirasses-Ani6asyt.ta 4a i11.PE. Job Truss Truss Type Oty Ply Std Pac/6511 EL D XSPVS6511DX D16 Jack-Partial 1 1 A0070617 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:38 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-ZfUu_TnH ECgrWdGKg7PBD54amFPXtZ2C9ensTDyPWOF -1-4-0 3-9-7 8-1-0 1-4-0 3-9-7 4-3-9 1.5x4 II 4 4.00 12 3x4 3 ci 1 1.5x4 II 2 1 o �. LLJ e 12 6 13 tP 11 1.5x4 11 46 If 2x4 II 3-9-7 8-1-0 33 9-7 4-3-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.08 5-6 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:40 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 y CHORD 2x4 SP No.2 chord live load nonconcurrent with an loads. other live OTHERS 2x4 SP No.3 4 *This truss has been designed for a live load of BRACING- ) 9 TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members. BOT CHORD 5)Refer to girder(s)for truss to truss connections. Rigid ceiling directly applied or 6-7-0 oc bracing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 lb uplift at MiTek recommends that Stabilizers and required joint 2 and 190 lb uplift at joint 5. cross bracing be installed during truss erection,in 7)This truss has been designed for a moving accordance with Stabilizer Installation guide. concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. 2 = 458/0-8-0 (min.0-1-8) 5 = 349/Mechanical Max Horz LOAD CASE(S) 2 = 205(LC 8) Standard Max Uplift 2 = -258(LC 8) 5 = -190(LC 12) Max Grav 2 = 458(LC 1) 5 = 395(LC 25) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-679/576 BOT CHORD 2-11=-242/297,2-12=-790/717, 6-12=-790/717,6-13=-790/717, 5-13=-790/717 WEBS 3-5=-751/828,3-6=0/282 NOTES- 1)Wind:ASCE 7AO;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat,11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center, .. �tF2S;�93!�fi r�PRIPY IS ty( T1Q$Y.�i^$fu�(tAtr4 t��(Q}-(�31$(�.ILS'�'ftrlS�}$!JQ7S.Qi htrJ.tf(tj#S'Fr Y£"S Rk 1Pfi2 i I33 RS r KI]�r't'2ld:t!)Sit[A{.e[Ci41Q:P:.(:�t'PBR I;PFI6P(iR45 �PSS T£IS.:tL�'EP. t�i it(5 'At`Ft:x 'xp f f-.-lta5dh(FP{t'b3 f5Q'a. it if-t ti•try! lr.j2C£Eid.ti'i: ➢ e3;Fi rrlGQlfx'(eiM CR y,[lp:-! rerP43 iat 3ia(f t<(`S3.-i:f]fo fn t!Sin F{r3f fiR313dR`3l.jmLd„�IE tF!•,[FM)I�(,':A¢jF•Ide;Sid..!.1i3'.:t taeuSr Sa iPti,f! Anthony2 T.�i!ti.IRtS dpDfUFerj;JEWy li lYt£.(sE.ut.Q't NL wY4f.,63Qac4!{k1'#}ill;PSItrCCE k.a313nF,d!fiPF3::22tk142�tr Q:lifGid Sit-[Ft.F:F?dPi f.rttjf2Pf{U'dtl:Qfi(bR(�I2tf-t6133 i551.:Et3ES Y,Ritfi�„#fi 2r i"IYESCEt�tttt t{Ei'de 't3YJFt?ISi:7r r T.8003 tI:r P.E. ;`zrsio -E-,_rrrt�nsaa,[sha�mernerc�:,�S�R,�'�s�mer� ri #a"0'!$3 4"+G"• d .s45:'dtCaRiB FS6hpttW:st P 1St.a ve4RtaFe. drpt-adure('4'#?EZFs!!retdmSFv'ttits a'fEfm!;Pnzx,iro.Q2in Ee�er.2 tlt-rz:s¢„ianscatess 44515t.Luce Blvd, L.t3E;t#'E6!tijtit3,,,Ek RyrtRd'y{Q 4>i iiJ]kd d" E111tef.lfS.Si$.Sidi Gr.EtY i',�Q .6.476§.Elidp!4r SS il,�tFtrsiHday6�xRr,t„tE{3FRPd4 ,9F t;tP`,!ziglH-I, Fort Pierce,FL 34946 topyriytl C 2016 A-1 Hoot lows An1huyt.Umho 111,P,E.HopradaFGon cifiis domment.du aay(.ia,sspro626ited*tbeoahe written permizs.ac?Fam A-t Haal iressts-Antfiesyl,iem;'eddt.P.E Job Truss Truss Type OtY PlY ��Std Pac/6511 EL D XSPVS6511DX D17 Jack-Partial 3 1 A0070618 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:38 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yH M91-ZfUu_TnHECgrWdGKg7PB D54XBFRMMC9ensTDyP WOF 1 4-0 3-9-7 8-1-0 1-4-0 3-9-7 4-3-9 1.5x4 II 4 4.00 F12 3x4 G 3 3 1 I i 1.5x4 11 2 0 1 � B c d 12 6 13 �5 11 1.5x4 II 5x6- 3x4= 3-9-7 8-1-0 3-9-7 4-3-9 Plate Offsets(X,Y)- [2:0-1-10,Edge),[5:0-3-0,0-3-0) 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) .I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.09 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:40 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Plates checked for a plus or minus.0 degree BOT CHORD 2x4 SP No.2 rotation about its center. WEBS 2x4 SP No.3 3)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. 4) This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where a purT ROT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 3-10-12 oc bracing. bottom chord and any other members.5)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 6)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 426 lb uplift at accordance with Stabilizer Installation uide. joint 2 and 353 lb uplift at joint 5. 7)This truss has been designed for a moving REACTIONS. (lb/size) concentrated load of 250.01b live located at all mid 2 = 458/0-8-0 (min.0-1-8) panels and at all panel points along the Bottom Chord, 5 = 349/Mechanical nonconcurrent with any other live loads. Max Horz 2 = 205(LC 8) Max Uplift LOAD CASE(S) 2 = -426(LC 8) Standard, 5 = -353(LC 8) Max Grav 2 = 492(LC 22) 5 = 445(LC 25) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-756/1476 BOT CHORD 2-11=-573/250,2-12=-1649/710, 6-12=-1649/710,6-13=-1649/710, 5-13=-1649/710 WEBS 3-5=-744/1726,3-6=-491/330 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat,11;Exp C:Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 - i __..:. ...... �,�-. rt.tse>hrs�htE•ie�itt,4!?r.IlNi>(3tllrl"pEs.ffi7tl;ftWSCQB-G:3S5(eflCNi'ltEt'iX 5R95SiSEAu%1"kt¢[a3t{tin[ua»t'=ssdttt4akstaeat7a*;Et:ip¢:rtayElCEe*��t 3ildant.:ca»U6ribhaactdtelFzfat tst.d:;tts afet�sa Casa t?€6,Ftlr iiteia t4r rt"f S2asEt 35S�{`�rN[r1'bMt�al,f!irh.1'r2.�¢:ttiSlCS.t,:[tCYT( Hf lSt,4.F+`(7GQ fNtit^'aY.tt�!v it bl fil�tt.E3613t31Fai TR:r Y:ilAr E&6tft51[t bt51¢y"1311YSS f?Ph1t¢�Lt[��t£(t;#1{I)fr i•:'4t(t,ii.v4'E=;.r t,5• i£f,193as1:3fi .dre tt@isr shrnY3:J: tsetr:acaohs CeSntr,naC+vls Fiat'tFC >47trG:S t. t et,ixYxtx:'aEa'4st'EeV,tat Elt,tt t el:eFt:itznl 1.rpe tmdl4tlXi Wn stu:;t d:e'ML,,t axt•atisl:efiFawtr ,EFce:rx¢axzte AnthonyAkh F.60083 L.,P.E. 3 ltr t el � 3+ '� +� -60083 2a Etitu;e �airtttrthr.t7 tctr s!IsintEtTdtsfhtkr2 rse{its Fesd2t S.nS�6-[xrt'sz!>h[dse,�eA6(FEI sie 4451 St Lucie Blvd, tat¢rF,<5sitil iazo4idgttbn3:t}ErCi7tS5ts tdtt3,ESet assd stEtEi tcii Eli is Unexg.t;iptY sFtss:[sce}tlpia tttm4.tt.;.,.a+aYN tritttcssts r.65t?itttF€I, Fort Pierce,FL 34946 to ri't iDld A-I RnorTteizes-Amcac LtomSe lL',P.E.?o radaeticn d ilis demmentia an fur is rabibited*ahaei the winen ereask;i hemA-IE,+of tresses-An@en 7.Te-10l1L P.L P7 s= Y P Y' P P Y Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX D18 Half Hip 1 1 A0070619 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:39 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-1 r1 GBpov?VyiBnrWEgwQmlcdefhPcyfMO1 W Q?gyPWOE 1 4-0 4-5-1 7-0-0 8-1-0 1 4-0 4-5-1 2 6-15 1-1-0 4x8= 1.5x4 11 Dead Load Defl.=1/16 in 4 5 4,00 12 1.5x4 J Li 3 j W2 31 I i 1.5x4 11 2 13 7 14 6 6' 12 5x6= 4x4= 5x6= 7-0-0 7-0-0 Plate Offsets(X,Y)— [2:0-0-14,Edge1,[4:0-5-0,0-2-01,[6:0-3-0 0-3-01 [7:0-3-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.21 7-11 >446 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.21 7-11 >445 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:42 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 d 3 1)Wind:ASCE 7-10;Vult=170m h( -second gust) WEBS 2x4 SP No.3 p g ) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BRACING- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS TOP CHORD (envelope)and C-C Exterior(2)zone;cantilever left Structural wood sheathing directly applied, except end and right exposed;porch left exposed;C-C for verticals. members and forces&MWFRS for reactions shown; BOT CHORD Lumber DOL=1.25 plate grip DOL=1.25 Rigid ceiling directly applied or 3-8-10 oc bracing. 2)Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 3)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 uide. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 2 = 458/0-8-0 (min.0-1-8) 5)'This truss has been designed for a live load of 6 = 349/Mechanical 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 = 186(LC 8) bottom chord and any other members. Max Uplift 6)Refer to girder(s)for truss to truss connections. 2 = -432(LC 8) 7)Provide mechanical connection(by others)of truss 6 = -347(LC 8) to bearing plate capable of withstanding 432 Ib uplift at Max Grav joint 2 and 347 lb uplift at joint 6. 2 = 492(LC 22) 8)This truss has been designed for a moving 6 = 445(LC 25) concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-541/1062,3-4=-253/443 Standard BOT CHORD 2-12=-532/240,2-13=-1238/498, 7-13=-1238/498,7-14=-529/260, 6-14=-529/260 WEBS 4-7=-1354/712,4-6=-706/1438, 3-7=-427/883 H'tr�gfl t .h•sits ftel Ti RGt'>i�Rtla':Et,XprF'@Rd(@6 t77t.(E`.IcU1`tJr(f�r'EA9,i."C!i f'hia,Etrfi;pgra Sn3atteR R3 iuL9stn iG-exl Lh ePa*1 rxm.rtk(t•tatitetlt&Rm Muenibt z>rtia,s CC aG v:d:t trp..ts,Ex,kosd urxlCe ten t'�.F;trnn;es�3irqueas a„rns@y Ftgiaarp eaearrtt@Fty sr' uF'.f ilspt'<s:nxde xtmityetu.Ctet•hte.sii the sr=,l3Trzs3 e.liaetsG:t lib afr.rtit lrl l.iEeltttp ass.-IU0.,In.4.f'as:s idr; xd.seYtu tn3sMnttatAlse tt�EeE*eek:ate3.de Ca�rtts:$n3trtt:na3Etr t 3r ,trxtnr t enr.te;«s�..t+E:tal ctdetra,Fw.rlttJtiFid[IStE:@ttr eC'AC:l CtFe rt,a3iCsy1�2,l sngt,ak4ta ta•ELwy>l Ee heubttAii IDF3? Anthony T.Tombo IIT,P.E. ' 1,h'.0 r r(tmcett 11a.sy ehrCoa(tat ta-4 rt!aftka ( sr&S hama1G ttwlE M.1StuOfIthite4b, I '60083 E ty.,C r to �i -7 ft ) E •rirID'l,19,:l�'3e3 hh teiF}d.3&333Srt7A5fi1G`Br:II53@{p'!rf9St @eCR rYF'nttt a(i(t.4�dtana.�riiS 4451 St.Lucie Blvd.s3ttwE:rdt tlal ttesaa esd t.atttfsgEr tEya73s anls£dil.rys lesFgi rc¢arx is N@btt.ntp.tJ},�:tr si'staFsyna•tiatts tizp,dw upiy:¢el a.aE r.t!f,dc�frbh Eopyrigbi02d1AA-1borTmmes Atahony1.lemho III,P.E.Reptodua:onoflhisdammen}is any Liam,is pmh:bited.iEhaar the wdnenpermiziorhomA-1bollrusses-Aalhaeyl.lamb@III,P.E Fort Pierce,FL Blvd.