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HomeMy WebLinkAboutRevision Truss Drawings OFFICE USE ONLY: DATE FILED: PERMIT# 0 ���I --049c.?-/ REVISION FEE: �1 RECEIPT,# I PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS d PROJECT INFORMATION d LOCATION/SITE ADDRESS: d l DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 1J06 06 a ST.LUCIE CO CEIRT.#: BUSINESS NAME: a' d I QUALIFIERS NAME: ��_�, . c lz� , I ADDRESS: S- y A CITY: TAT : "-(___ ZIP: S3�//0 PHONE (DAYTIME): �j , FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: f PHONE(DAYTIME: FAX: 1 ARCHITECT/ENGINEER INFORMATION: NAME: I ADDRESS: CITY: j*ATE: PHONE(DAYTIME):' SLCCC: 9123109 17 ' `,, Revised 06130/17EV � t: I I i Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 i -1 RUOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION I RE:Job XSPVS6511 DX A-1'Roof Trusses 4451 St Lucie Blvd Fort Pierce,FL 34946 Site Information: 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): THESE PLANS AND ALL PROPOSED WORT; Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 ARE SUBJECT TO ANY CORRECTIONS Wind Code:ASCE 7-10 Wind Speed: 170 MPH REQUIRED BY-FIELD INSPECTORS THAT Roof Load: 45.0 psf Floor Load: 65.0 psf MAY BE NECESSARY IN ORgER T® This package includes 127 individual,dated Truss Design Drawings and 0 Additional Drawings. COMPLY WITH ALL APPLICA1131,9 09P99, With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. I No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# i 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 AO070564 A03 10/26/16 15 AO070576 A14 10/26/16 27 A0070588 CO3 10/26/16 4 A0070565 A04 10/26/16 16 IA0070577 A15 10/26/16 28 A0070589 C04 10/26/16 5 A0070566 A05 10/26/16 17 A0070578 A16 10/26/16 29 A00705916 C05 10/26/16 6 A0070567 A06 10/26/16 18 A0070579 A17 10/26/16 30 A0070591 C06 10/26/16 7 A0070568 A07 10/26/16 19 A0070580 A18 10/26/16 31 A0070592 C07 10/26/16 8 A0070569 A08 10/26/16 20 A0070581 A19 10/26/16 32 A0070593 CJ1 10/26/16 9 A0070570 A09 10/26/16 21 IA0070582 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 A007054,6 CJ3A 10/26/16 12 A0070573 All 10/26/16 24 A0070585 A23 10/26/16 36 A007059,7 CJ36. 10/26/16 The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct This item has been electronically signed and sealed byAnl,onyTombo.P.E., suoervision based on the Darameters Drovided by A-1 Roof Trusses.Ltd. on t ot2sits using a digital sign alure. Truss Design Engineers Name: Anthony Tombo Printed copies of this documentare notconsidered signed and sealed.The signature musibe verified on any electronic copies. 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. ;pA�� ����maos�� The suitability and use of components for any particular building is the responsibility of the .•s building designer,perANSI/TPI-1 Sec.2. The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the v construction documents(also referred to at times as'Structural Engineering Documents provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo PE by[Ai Roof Trusses or specific location]. These TDDs(also referred to at times as'Structural Delegated s I Engineering Documentsl are specialty structural co iponent designs and maybe part of the project's deferred or phased subm S. Asa Truss esign Engineer(i.e.,Specialty Anthony T. Engineer),the seal here and on the TD As a cceptance of professional engineering responsibility for the d sig of the sin �r1ss depicted on the TDD only. The Tombo, 111 ` �' "r.• ewe ,$!1_ ° t► Building Designer is responsible for id shall coord q e and review the TDDs for 6 $. compatibility with their written engmee 'ng require nts. Please review all TDDs and�9 yIe ,rSombo,P.E. related notes. �' _® g ki'�r SZ RIA:l i # 13BBCA221+700000004c 2287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. >. TRUSSES A FLORIDA CORPORATION RE: Job XSPVS6511 DX 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 CJ5B 10/26/16 77 AO070638 FL09 10/26/16 115 A0070676 MV4 10/26/16 40 A0070601 D01 10/26/16 78 A0070639 FL10 10/26/16 116 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 10/26/16 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 A0076608 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 IA0070610 D09 . 10/26/161 87 IA0070648 GE1 10/26/16 125 A0070686 WG01 10/26/16 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 HJ2 10/26/16 57 A0070618 D17 10/26/16 95 A0070656 HJ3 10/26/16 58 IA0070619 D18 10/26/16 96 A0070657 HJ4 10/26/16 59 A0070620 D19 10/26/16 97 A0070658 HJ5 10/26/16 60 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 IA0070624 FG3 10/26/16 101 IA0070662 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 J5A 10/26/16 67 A0070628 FG7 10/26/16 105 A0070666 J5B 10/26/16 68 IA0070629 FL01 10/26/16 106 IA0070667 J5P 10/26/16 69 A0070630 FL02 10/26/16 107 A0070668 J6 10/26/16 70 A0070631 FL02A 10/26/16 108 A0070669 J6G 10/26/16 71 A0070632 FL03 10/26/16 109 A0070670 J6P 10/26/16 72 A0070633 FL04 10/26/16 _ 110 A0070671 J7 10/26/16 73 IA0070634 FL05 10/26/16 111 IA0070672 RA 10/26/16 74 IA0070635 FL06 10/26/16 1112 IA0070673 MV10 10/26/16 Page 2 of 2 Job- Truss Truss Type Qty �Ply Std Pac/65111 EL D XSPVS6S11 DX A01 Roof Special Girder 1 A0070562 2 Job Reference o i tfonal 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 15:25:50 2016 Page 1 ID:W?quLcr'?Re?LfzLe98RjH4yHM91-zQalv3CAYSnfmFb5s2YxHz4FGv?cehr87A9KnOyPWP? rl 4-Q1-10-14 3-10-14, 9-0.7 14-2-0 17�-0 20 6 0 26-4-12 I_ 31-2-0 36 1-0 1�01-10-14 2-0-0 5-1-9 5-1-9 3-2-0 3 2-0 5-10-12 4-9-4 4 11-0 I Dead Load Defl.=1 in 5x6= 6 3x4 zz� { 3x4 7 5x6= 3x8 1.5x4 11 4x8= 4.00 12 5x6= 8 9 7 10 11 5x6= 1 W2 2 ? 1. x4 4 2 2 W1 -1 W1 I 0 2 N 1 I 0 31 32 20 19 33 18 34 17 35 16 15 36 14 37 38 39 13 40 41 42 12 4x4= 3x6= 3x4= 3x6 II 3x8 11 3x6= 4x6= 3x8 MT20HS= I 4x16= 3x8= 5x10 MT20HS WEB i ,1-10-14 3-10-141 9-0-7 14-2-0 17-4 0 20-6-0 23-2-0 26-4 2 31-2-0 36-1-0 1�14 2-0-0 5-1-9 5 1-9 3-2-0 3-2-0 2-8-0 3-2-12 4 9 4 411-0 Plate Offsets(X Y)-- [7:0-1-8 0-1-8] [11:0-2-12 0-2-0] [12:0-5-0 0-1-0] fl4:0-4-0 0-1-81 1 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft 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*T5:2x4 SP M 30 BOT CHORD 7)Plate(s)atjoint(s)1,3,4,6,8,12,2,19,21,20,5, 18,7,17,116,14,9,10,13 and 11 checked for a plus BOT CHORD 2x4 SP M 31'Except` 2-30=-3087/7301,2-31=-1 462/3597, or minus 0 degree rotation about its center. B3:2x6 SP 240OF 2.0E 21-31=-1 46213597,21-32=-3940/9229, 8)minusPlate(0 degreeat r at checked for a plus or minus 3 WEBS 2x4 SP No.3`Except` 20-32=-3940/9229,20-33=-2732/6580, degree rotation about its center. W13:2x4 SP No.2 19-33=-2732/6580,18-19=-2732/6580, OTHERS 2x4 SP No.3 18-34=-3543l8106,17-34=-3543/8106, 9)This truss has been designed for a 10.0 psf bottom BRACING- 17-35=-5894/13234,16-35=-5894/13234, chord livelload nonconcurrent with any other live TOP CHORD 16-36=-6446/14136,15-36=-6446/14136, loads. Structural wood sheathing directly applied, except end 14-15=-6443l14133,14-37=-6446/14136, 10.`This truss has been designed for a live load of verticals. 37-38=-6446/1 4 1 36,38-39=-6446/14136, rectangle f e the bottom chord in all areas where n BOT CHORD 13-39=-6446/14136 rectangle 3-6-0 tall by other wide will fit between the 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)RefeProvide girder(s)for truss to truss connections. 12)Providea mechanical connection(by others)of truss REACTIONS. (lb/size) 5-20=-110/724,5-18=-1345/662, to bearing 12 = 3643/Mechanical 6-18=-1401/3288,7-18=-3801/1784, at plate capablejoint 12 and 1067 lb uplift at joint 2. of withstanding 1710 lb uplift l 2 = 2385/0-4-12 (min.0-1-8) 7-17=-1468/3314,8-17=-6049/2773, at 13)This truss has been designed for a moving Max Horz 8-16=-371/573,9-16=-1765/1443, = concentrated load of 250.OIb live located at all mid 2 195(LC 4) 9-14=-885/2289,9-13=-6371/2824, Max Uplift 10-13=-576/451,11-13=-4008/8640, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12 = -1710(LC 5) 4-21=-5814l2533 14)Hanger(s)or other connection device(s)shall be 2 = -1067(LC 4) provided sufficient to support concentrated load(s)129 Max Grav NOTES- Ib down and 37 lb up at 1-10-14,141 lb down and 146 12 = 3723(LC 37) 1)2-ply truss to be connected together with 10d Ib up at 28 4-12,141 lb down and 146 lb up at 2 = 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,an'd 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 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 at at 8-down 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 on bottom chord. The 4-5=-6958/2840,5-6=-5713/2484, except if noted as front(F)or back(B)face in the 6-7=-5678/2483,7-8=-8564/3771, LOAD CASE(S)section.Ply to ply connections have design/sility off others. o of such connection device(s)is the 8-9=-13251/5899,9-26=-8215/3822, been provided to distribute only loads noted as(F)or responsibility 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 CASE(S) 11-29=-8215/3822,11-12=-3456/1669 for this design. I Standard BOT CHORD 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 2-30=-3087/7301,2-31=-1 462/3597, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; )Dead+Roof Live(balanced):Lumber Increase=1.25 21-31=-1462/3597,21-32=-3940/9229, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Plate Increase=1.25 20-32=-3940/9229,20-33==2732/6580, (envelope);cantilever left'and right exposed Lumber Uniform Loads 19-33=-2732/6580,18-19=-2732l6580, DOL=1.25-plate grip DOL=1.25 Vert:1 3=70,3-4=-70,4-6=-70,6-8=-70,8-11=-70, 18-34=-3543/8106,17-34=3543/8106, 5)Provideadequate drainage to prevent water 12-23=-20 17-35=-5894/13234,16-35=-5894/13234, ponding. Concentrated Loads(lb)Vert: 16-36=-6446114136,15-36=-6446/14136, 6)All plates are MT20plates unless otherwise 21(B)2 14=-2064(B) 58(B) 1(B) 8(B) 1(B) 14-15=-6443/14133,14-37=-6446/14136, indicated. 28=-101(B)29=-101(B)37=-58(B)39=-58(B) 40=-5 (B)42=58(13) prlesq Rratal6ay5!l,hltr M.t'I'r6grTtCIS6{SOE:2•}.k"MEtii7Et4itCgsi!ilSYs(blrgYptURI"1(Cs9&tF6eY:tT f#e.ittdr lFS• y161tt41i 66!rhl41t4611kf l6rtf DtSl;t Irtaig9CCiad Ae pCixl I.Ii:t!G.r,2.1?tN!!rS Sitlt tl1N1 1.g64is 6--ca SIM 66,Rf I:Tf,iBl! Ndtt,mhaurh7ti StililtiFlhf?i6lbihtl lt5l rllitlii rf1:19 te;:itlQl Srtt5C?f(DAY.N;rf:5t�t66(r.�tfrt:'A'SAY16thtL SZ ASY6hSSY.^kft}I!N ¢sraasrifiht.'+.d:updts:t;3;le 5nshr�^elw:el.']W.,xltr7tFt.r ksg6u6ts}:ru. �m"+ias.s.c lC Antho:'Iy T.Tombo III,P.E. er(6:t@lasrmsln 6tr Cx;Lsl:,ynsrsau;ef 6tht Caes!,hlgnsisMtt Yd ytartlt6s's:q:K;.�x,hhtu"~aedt4s ltLlteQ:c.'ttlttA Cll.inl:K;msttlL rCl»fm61d?tl.Bal ni dtld :dRt hr.La�l�;�!!ur swgj_szgp.Idkaq SAO h ru ww,ievl d 180083 hlt.hu;[nsigltral tlt46;ly.3C amn sn 6do�tTil r.SdxFlazn 6d srlt..6:sddstt!€�raxf6atn 56hl hleranm(t.SA;y=tstl sr7tulsr.Cae;t:NuM'!lgtu,ll;.ifa66.lttl 9da±s E6i6,y1lvsl:'et6+!l+utsd St t•sn Ce;a,',rn fxsg6 re;iu6rui:m6 ghAl[xN,�ass 4451 St.Lucie Blvd. ' 'Oucalfoul lr.r6th3:!t4,tN£j££hWfi-III 0 Win Hlllitl.?h lr6ss N6ivkE w!il0i Dt rnlln;cniip!rxrm srs!6rz E6;as 11",W&J.6 cgifAld Iv.,$ to ltGed4161, � port Pierce,FL 34446 _(apyrighl'V 2016 A-1 Red trusses-Anthay L Tombe III,P.E.Repreduaioo of Ads doomeal,in any lmm,is plohibiled srilhoul the x,iven petmissioe fromAl Roof pusses-Aniba l,T.lobo Ills P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A02 Roof Special 1 1 A0070563 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:25:51 2016 P ge 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-RC8770DoJmvWN PAIQ13AgAdTn IHJ N90HLqutKSyPW 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 MT20HS= Dead Load Deft.=11/16 in 4.00 12 3 5x10 MT20HS= 48= 1.5x4 3x8 MT20HS= 3x4 II �� 4 3x4= 2 8 6 —............__ W4 a O 18 19 14 20 13 12 21 11 10 22 - - 3x4= 3x8 MT20HS= 3x10= 5x10 MT20HS= 3x4 9 = 3x6= 5x8 8-10-12 16-6-0 25-1-12 34-1-0 8-10-12 7-7-4 8-7-12 8-11-4 Plate Offsets X Y ,0-3-12,0-2-0 9:Ed e,0-3-0 12:0-4-0 0-1-8( , �- n ,� r g � r j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 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 FBC2014ITP12007 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 No2 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 2-10-4 oc NOTES- puriins, 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 Extedor(2)zone;cantilever left cross bracing be installed during truss erection,in and right exposed;C-C for members and forces 8a 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 for a 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(Ib)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. 1-2=-3736/3176,2-3=-3423/2921, 9)Refer to girder(s)for truss to truss connections. 3-4=-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 677 lb 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, gvG+g R!nu]a!tm!rr£r!.I:e tiI[]i UUSSL S iT.Eisiut 714.5ti09C!P.dpi(CTCtlftU!U'jS(C�OYLED'cklT4;o.rose',.i£s�jav-!ss'a send Wum I'm 6e:yn Ncq uP-VstulailT.Ta.hf.r.. Sheet hfea;'se.Uc±;t 05-ist c.::das at M.set. IliBtsoaesa£Ild ss!¢'II td hra±'g)hlssa'it tsel.'£ss[era Fnluxr{u yes :a}'a•fa red ea ar l:J ugess!swv.£!Itme as d•l'tl use±'£nT:aerng uslmsk:l.h£a!d£sirada!nayle rse:sd:laed;eR;l:9m¢,taia lPil.Tm!!sgtnnzlCms hn.Wrxt'aesa±e°a<.4h At11110� T. 0 60 P.E. rtdpeff eal lrus Weir t:ly is aanpxasn.'r 06,C s.6e Dxuisasl#a iel nr!ln i[+f;-fit- ',i.fi,wCak,£'a£II,4,RCte-4 IH0I nllriq Ids 0111I-I Is!gp£ial 0,tI1".,4 Wi hill-ie FasTfais;l➢.."Sj weveti.sti1C�£,RS.EAR to!V.ol sta 1:A!4t:1a9mil-"t{ Y T r17 IlT, ' aer idu a±v�s mr,aanmar.Ill tabs s+fMu7!T.:that.e�m eel -0, #80083 ! F'•- 9'z.K-sn.a£rt,ir±(axlmm Sa4y Mararn(s iyUse,f-p"r;l!flSGl1,Jafunaa'x 6erdl=itaa±.T?411 s5a su/mniiN:es ear l.£rcs stxhass Ces:^x;ears Ces�n ralu±u ter;mss 4n!isG!y w;;ss 4451 St.Lucie Blvd. a4oswiu le:'o£11.t[t!5!dsP±edgain n_xglle?rclin a!dsN.iY£Lns Psip Fyix£!h><9i GsinlGag O£sl;us,£:€nss Snl!u6,:rttdea!k.Ufi.1.Laslihlf¢il±s+sc£n f¢drzrz!i'u ir41. Upright C2Q1LA-1 Roof pusses-AnthonyT.loathe Ill,P,E,RepsodusfidaofthisdMaittil,inanyfonmsisp£ohihitedwithoutthewsiflenpermissionItemAdRootTiesses-AnthonyT.lemhoIll,P.E. F01'PIerC@,FL 34946 Job Truss Truss Type Qty Ply Std Pac/6511 IEL D A0070564 XSPVS011 DX A03 Roof Special 1 1 i 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 15:25:51 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-Rc8770DoJmvWNPAI Q13AgAdRVI LnNAoHLqutKSyPWP_ 1 4 6-5-14 12-2-0 14 61 21-1 4 27-5-12 34-1-0 1 4-0 6-5-14 5-8-2 2�-0 6-7-4 6 4-7 6-7�t Dead Load Defl.=9116 in 5x6= 3x6= 4.00 12 4 5x6= 3x4—_ 3x8 MT20HS= 3x4 11 5 6 7 8 9 1.5x4\\ 1 TA 3 I W4 n m 1.5x411 1 2 0 20 21 15 22 14 13 23 12 11 24 10 3x4= 3x8 MT20HS= 3x4= 5x6= 3x6= 3x8 MT20HS= 4x8= 34-1-0 24-1-12 7-6-2 , 14-6-0 , , 7 6-2 6-11-14 9-7-12 9-114 Plate Offsets(X Y)— [8:0-2-0 0-1-8] [10:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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 FBC2014fTP12007 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 cc 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 8-10 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS !II 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 nonconcurrent with any other live Max Grav loads. IJ 10 = 1511(LC 1) 7)'This truss has been designed for a live load of 2 = 1637(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 680 lb uplift at 2-3=-3770/3134,3-4=-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 250.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-20=-2301/2547,2-21=-3167/3513, nonconcurrent with any other live loads. 15-21=-3167/3513,15-22=-2456/2846, 14-22=-2456/2846,13-14=-3101/3680, 13-23=-3101/3680,12-23=-3101/3680, LOAD CASE(S) 11-12=-3101/3680,11-24=-2052/2426, Standard 10-24=-2052/2426 WEBS 3-15=-389/554,4-15=-615/743, 4-14=-1510/1941,5-14=-1542/1404, Weie.1"Fnse 3a±!c;i!!tnktW1 1e3r TIMES IS;lilr''a s1L1r21!stmtlo7lpMt fra,rn its aprea!tes Lcli<aledeses fEit rsass Cvnp G'L.ier(fGPI m!b!!E".K+;i.f>mSa F:.it1!Lu!i{tetl!Stltn!. u4.i�mTs<ST! lIN IN,nil NJrlIIDAeCie;td!ss{t7{R estdlt(g!IGGhksEit isal!ss Cts Etlu:erQt•i;Re"s:'4sv!!rLfEe se.',eeLt3l:JsL e"vssmrssl�t'��'Fsdess:csi ea;a!u iesrsuk'hM!i!Usipdsi!srgl!rmsktLhGm"�r GrLlL,rrlx lrN. Anthony T.Tombo I1 i,P.E. ndnedt>isltaslss¢rCr,:J:a;is^an;yrss;'f d6L C-rte!,fiLOvssatlo-ikd L;Nn;a :<. s,hiseLrd MI14�e RtcttlL bcsl hfliia;erdsaafi!Id.InnpnddGa7GG Lu'ct Adl..tArte GL:s;u4sflu;.stuee,"s :tL!Lu'kea+;deG is as rrpnsuit'sd R 80083 e11114;Getirsu ml rnea;sef.llifnn SIIIACht ICG n�Gt r'L:.ItIm/ynSvrY6!IF!{ciLL3Ci3ptttl SLhtf ldefa!!:w{CSG In6tie11t?F1 te1SIX1 RL14.Ve61t1Si'StN!d(ri/�tiL.r!{I�aA!fT3L 3f5j3lSd1I`f!L'✓i1�1i5i1"1'reiil Gei:^p1rc,'ryieC:'}e 1}e1H iL11ef5f lSa!le[!tte.Rlnf 4451 St.Lucie Blvd. ' tll¢ui;e ddwbrtRehrl LPeNq ie+a iiq l;¢;rctiesgn4d.lGrtaf:gRSIQ 11^y2n!IS IQ{IiL IL1lrii;GRil;n¢eafi135SSr51Rtrq'sLCLI Ler{LiIEq.lS sgilaliailL;tsrusiaSLtt it INN. Fort Pierce,FL 34946 A (epyright02016A-I Roof losses"Anthony1.labsIII,P.I.ReplodaL11DUCtthisd4NtItainany[Dim,n plobibiled8"tltouIIP,ew1iffenPeimissionfromA-IRDOSILusses"Anthony1.IUtboRI,P.l. Job Truss Truss Type Oty Ply Std Pac/6511 EL D XSPVS6511 DX A04 Hip 1 1 A0070565 Job Reference o tional t, 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 15:25:52 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-vpiVKkER431 N?ZIU_TaPMOAcEihP6iuRaUeRruyPWOz 1 4-a 5-11-7 11-10-0 17-0-8 22-3-0 281 9 34 1 0 1 4 0 5 11 7 5 10 9 5-2-8 5-2-8 5-10 9 5 11-7 I Dead Load Defl.=7/16 in 5x8= 1.5x4 II 5x8= 4.00 F12 4 5 6 3x4 3x4 3 7 v t2 1.5x4 11 2 8 A 1 I it 21 22 13 23 12 24 11 25 10 26 9 27 ----- 286 3x6= 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 0-2-81,[6:0-5-8 0-2-8] [8:0-1-6 Edge] [10:0-2-0 0-3-01 112.0-2-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 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 n/a BCDL 10.0 Code FBC2014/TPI2007 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, B2:2x4 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.II;Exp C;Encl.,GCpi=0.18;MWFRS accordance with Stabilizer Installation guide. (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=-2885/3523, 12-23=-2885/3523,12-24=-2205/2894, 11-24=-2205/2894,11-25=-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=-2219/2561 WEBS 3-13=0/319,3-12=-730/725, 4-12=-197/492,4-11=-315/526, Ynn:ap ProuS:;gS".r!n:!.wt'Ai ICCF TIMES(Sti0,2R1111 MASt011133USiiY;tU;(1":(CCr7C{[D;i'�Si'!s*a.tai It pP110 sm!ten!nlesxrtis Lass lmp hwiel„Opinlh>ep501 T.Tim,RU.k(—e Peet tt(ne Est. d;%0—is±s:c.d as ic0,aq lines—,a.skies ste:llesedfa hht 12 n I'Wid tsnlrcs:Oes.B E:sneer{ie>@r.+(ey.onl&sed ec crf:O uYesdrsmaantheuciae rdes;ui eat:a=.ui4nssutis.hMMkil,ndrjs siasle imssleP',^:etm';t:LeelP,reDx tP4l:Tle gennsytem,'xi!�¢s?Ins;,ne:,1'.nP r 3 pasn.^dhe Cm h 0..taM nU1:tel W".9N--hfi,1wo.if 14f lif its It(ud:,,kllYib»l uds mll LTEE 41 Jl'!t?i:O al Cs itdktf!tie rnss,mi A tlh.ibi t. ;n.ha adS Anthony:eN r!ed@u less laa Wla.s:..re e s p q nal wellfeA;msanseil^rd T.Tombo ttE,P.E. ' nelnifas[:dpue>i mro:ty.Allnu,;gMa5;10eetNs:eeasalpf„t_sdttt.fee(rr.)nmSelt!Idererna23l p.o_il;ll.l(e:lStGen!e'xetta!lr.J-dC.ih-PIT!?rnsherc;rnsa3tneatl�esda;Gs+s¢<;:cn:F!ns0esyseepeeuufrre;s4unfMser,ui;ss =800833 dAn..e hSoel lydsehd rp;rl qxs is;_i;liwrr.b.drd.i4 rust 0esiteEran:is I7(Ge tdlliq Oenipn.er':rnn Srsies 6cxen;durl Jsy.Lariiai!ei kra;mes i:0c!d n'41. 4451 St.LULL.Blvd. • Fort Pierce,R 34946 (epgigEl-W 201tt-1Roof Emstt;-1,¢th¢¢y T.k�mba ill,P.E.Rrpl¢dutti¢¢¢ithis demm¢¢t:i¢any lmm,ispsnM1ibited wifE;¢ul The wrm¢n penmissi¢n from A-lRoof isntses-Anth¢ny T,Tamb¢fli,P.E. 1 Job Truss Truss Type Oty Ply �Std Pac/6511�EL D XSPVS6911 DX A05 Hip 1 1 A0070566 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 15:25:53 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-N?GtX4E3rN9EdiJgYA5evbioS6zFr3Eap8N—NKyPWOy 1-4 7-0-3 13-10-0 20-3-0 27-0-13 34-1-0 1 4-0 7-0-3 6 9-13 6-5-0 6 9-13 1 7-0-3 t I 4.00 FIT 5x8— Dead Load Defl.=1/2 in 5x6= 5 g I 3x6 3x4 3x4 3 4 7 I I 1 1.5x4 11 8 _n A sc%s 0 286 22 23 14 24 13 12 25 11 10 26 1 9 27 3x6= 1.5x4 11 3x8 MT20HS= 3x8= 1.5x4 11 3x6= 3x4= 3x8 MT20HS= 7-0-3 13-10-0 20-3-0 27-0-13 I 34-1-0 7-0-3 6 9-13 6-5-0 6-9-13 7-0-3 Plate Offsets(X Y)— [5:0-5-8 0-2-81 [8.0-1-2 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 1 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 187/143 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=0/359,3-12=-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 Structural wood sheathing directly applied or 3-6-1 oc NOTES- puriins. 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 auide. 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 Max Horz indicated. I 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=0/359,3-12=-896/919, 5-12=-240/538,6-11=242/489, Ilnaa7 Fw;e3rkjs!(«t«r I:e'R;iC>f itUSSFS(Sttrl n.:c4EtttlRi!S L Wa2i«7MS.OiTOY'tN[I`t(rGNU2E�AT!tw.Pndr k;:�pxexetui ai ini vtl«to t4is ttt«ee:yt 6rigp22toi!v:/tieas!1.GaS+ff.F..l�`raeffttl4dat+v. E:<t tssn.ist s:c!Ksa�s P2,ael,. Wftttmntshr r!dss stall le nd(a73:i6_hlt;€i is slmsseMpE41ttrril..Srti='T';tr•.uyAtu;!.up rN'truess my QM.0thF-Ifes;im; gm«rig«s;sa;"I"Its!:s halt drp cart;s+sid:li:sdn"3132edr,.1.MI.1;:3etijs usea��s:fa;aetieov:.,+A;Sn kitllony T.Tombo l[S,P.E. eti pedlus lnsshs art'tarss'+,n;(<ci§;s!dlit Crs+:,h+C:to snl:sizeigat w;!,+63it.;v.n6xt[strs?tls it4ds 2(dvtlesllai iut ttfs mlStN.iP npsnldR:TC9+cl tet tulfta[(es6+st;m:'xrgeall .sheet .ti,s:w s.'4emr s1t07 a;tteased'rd 41 80083 ' dt kiliu;Gt4;eu ni6mxpt.111 assa td Ma9:iq«dCt peow alss�taeseretE=::�,xp(rsram SCa{Mrtsr�a+,I:Lt+sssYelir iH etl St(A we ttfxeutlh;ecd;wiw.t.TPFI!•!rnshe ttttxsad`iscdlniad3,i.sst.r;mw,nw tevg resiew ml.rns{Izsdtdr«,m:ss 4411 St.wde Blvd. 'aue-tit:`m(ittGtnrl tpee(ga ittcagif.-W's bnhd.41ltns116P Upte balifit Wiisy 2riptt.a:':tn:W.lgrctsdtttidliq.12igil:IiLIL;ascttsit5etii.IMI. Fort Pierce,FL 34946 (e s`i^2016 A-1 Roof itusses-Arbon r.Tymhalfl,P.E.Re mdmtion al this datument.in an farm,is tabibited wlthool Ih written etmission Item Ad fool fiestas LTombo Ill,P.L 1 PY9 � Y P t P P Y _ I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A06 Roof Special 1 1 A0070567 Job Reference(optional) V 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 15:25:53 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-N?GtX4E3rN9EdiJgYA5evbinb6—Wr2Rap8N—NKyPWOy 17$-8 16-3-0 52-14 i 10-11-3 15-10-0 16r0t8 19-8-8 1 26-5-8 34-1-0 i 5-2-14 5-8-5 4-10-13 0-- 1-5-8 2-0-o 6-9-0 7-7-8 0-2-8 4.00 12 5x6= Dead Load Defl.=7/16 in 3x4 5-� 5x6= 5x6= 6 7 3x8 MT20HS% 8 4 5 3x4 1.5x4 9 n 3 to 1.5x4 11 n 2 l0 1 ra 24 25 16 15 26 14 27 13 12 28 11 29 30 6 3x4= 5x6 WB= 3x8— 3x8— 4x6 1.5x4 11 3x6 3x6= 174f-8 16-3-0 5-9-5 15.10-0 16,018 19-8-5 26-5-B 34-1-0 MR 7-0-11 0-- 1-5-8 2-0-0 6-9-0 7-7-8 a2-8 Plate Offsets(X Y)— [10:0-0-14 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 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 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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'ExcepY 3-16=-437/621,5-1 6=-1 7915 3 3, 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 pudins. 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=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 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=-1994/2590,13-27=-1994/2590, nonconcurrent with any other live loads. 12-13=-2864/3434,12-28=-2864/3434, 11-28=-2864/3434,11-29=-2864/3434, LOAD CASE(S) 10-29=2864/3434,10-30=-2469/2718 WEBS Standard 3-16=-437/621,5-16=179/533, iYvmar Fro;t 5ssgi!rnrtad:'iit60F TtUSS[5T�i^.N+aft TEUtSti0p0iTUYi rEYT,H;rNEI jS:CaOYt[PSY.[r tots rndr e!;:g rrneas ur:far1@sntlis T1afs Fop kfriel(b0i oIna Sa'aafi T.TWs r-I 10—a Sstellehie as:. cY,ax-pis!tt£'r6rS!T3U.adr N1T[ttml!zrit pals ftR7(tfstiM;St lG:hbt!tiiAlflt!sl bfsiaraga!llll.e,S1lzzy Gj9s#Liat1[L"lF cr TU21tmtS1--11t60tt 06t' fi4f9:fat134tIRtltlrLO Shttl!>dtfijlflFJlflirl1 TR11 i!rl,^te.:h'ilaelr, Anthony T.Tomho Eti,P.E. af't lflF i'fi1171(tFr ltlt7q 3'it fl; 19.:.1 dlafr Tt ill C+'tN S891tffitfS artli tf lA.-:J.t.'j4.:.i11-i{:fk[:F{41r{,Itl lttttd IM9I1a11AaJ:(tf BiS llbl.Tot grill 06.IJ tlt;p'j MI!tdfif I111 f1t1":-ji-P r,57igf1 ItaF'.m AIaE 1111111t at fup.' tof �80083 tiq lcdfill hafipFf pt iltaaif.SU 9a1215ti fe111 hl Tv?C{IrtfSte111rr^::}ikgldlSa t'i+L:p(tdaatFtl Sd£Ii Iff-V:-tIM pSriuS it7ri ell Stu or,14,tfl6tlt Stlsffgl lr,eCyt pi'Iie-bt!£,N>1:'V."ddfun1S3t7!'gNi:;.tr..Tml hvpEg—md;rsls Nseell[rfr, !ss 4451 St.LUeie Blvd. ateoivat�!r1r1n15a+f;,utFrltf�,calrr:l�naa,thfii}£1nssDnipL}aerkUi6treldnrDrsipte!':1ns1rsltaTf;z!rt1n1r4eittier.litarimr,ttltf::set<ferraftinnt. Fo:'vieree,FL 3a946 (a i bi 204A1Foalfroses-Allhoa 1.fembaIll,P.E.Re iodutliouofIbisdetriment:inanyfosm,if Sahibiledn�iitoulthevrflea elmissineItemAiFoal11USSC1-Anlhoc 7.7asboIll,P.E, 'P7T 9 Y P r P F Y 1 Job Truss Truss Type Oty Ply Std Pac/6511 EL D A0070568 XSPVS6511 DX A07 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 312016 MiTek Iridustries,Inc. Wed Oct 26 15:25:54 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-rBpFIQFhbhH5Esus5uctRpFy9W 12aV4k2o7XvnyPW Ox 1-4- 6-1-9 11-0-15 16-0-8 19-8-8 21 S-8 27-64 34-1-0 1 4 0 6-1-9 411-6 411-9 3 8-0 2-0-0 5-9-12 I 6-6-12 4.00 12 5x6= Dead Load Defl.=518 in 6 5x8= 5x6= { 3x8 MT20HS% 1.5x4 11 7 TA 5 1 3x4� 4 3x4- 3 9 1.5x4 11 to 2 -.. 10 1 --- `d d 25 26 17 27 16 15 2829 30 14 31 13 12 321 11 33 346 1.5x4 11 3x6= 3x4= 3x8= 4x6= 1.5x4 11 3x6= 3x6= 3x8= 6-1-9 10-71-9 19-8-8 21-8-8 27 6� 34-1-0 6-1-9 4-10-0 8-8-15 2-0-0 5-9-12 6 6 12 Plate Offsets(X Y)— [7.0-5-8 0-2-81 [10:0-1-6 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud J 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:173 lb FT=0% LUMBER- 1 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 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.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Extedor(2)zone;cantilever left REACTIONS. (lb/size) and right exposed;C-C for members and forces& 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)at joint(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=-3020/2670,9-1 0=-3747/321 6 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=1767/2320, 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=7222812488 1 WEBS LOAD CASE(S) 3-17=VJ293,3-16=-5851554, Standard II yfl0."QF!ait MnFt3df lFl;t�MtLi LCgrnasss;Cv�.C:rj.=tR[rRF(FrIS{L:CaC�JNf it'irCW�rtj![r;SIr!C��FCC�:rr It'4 LtIM}!l;;�ttl FTf3t!SAS Flll fti!Htt!N 1Fit 1tn!btilj!rt'iw'i[y j;C(iAt A!!E"'iiy t.IlaFf rLf LrtftttY!S11tl Lllt(1 f{!.:kJ!;i E�P.rISF SIE�t!iBIFiF 1Qrid) lliitkfxe bt!Ides sLsdie rFiht rr!1C?'hkt retd fsolrtss!s:ta ryh!ttpe..SrmsxE�.pa llt sedwssy r`J ttgtsti!finettphuukt L'dt;xi np!nag resrms ht rt ltsiytdi,to;It inssdtpL^e!w&l gfd.,rtittrlLl f!lesigs tssre,�sm.4 a^"+aal.se:.c-'sn Anthony T.Tombo 111,P.E. vdF,efti;h4shicry Wlig4-rtslws:Vq dfit0—,fi,D.t<i-ni"ird tltdufi!Liq idla,h6-4ole NX ht Ir.6211.1 Mil:sL!2t m1111). jpndtR'�!li9 n!¢tfliell atARt Grss,mhwy4milvl.sUigt,si x^:!tdkee{shOtta!rt!ltssuil•Y,d T80083 ' I.11 LF7fYrr;5t4tty{SdtPiF(.1C2!Itl fd to tl rN(N--'t:lC!rtlCttStilrFt!:`:E!sk!S!Lt?Et3 r�-!Amlddf hirtt:rwi;41p>S5s5rILriN tFlMLert idernte!lxsxtd rmteae'.E}I1tla!s5t,xf:ushd.;asallNtsdLt;sCt;:pr,tnss bvp 6tuWitnS HitdsCstt,�tsf Ftte!rti;tte«:xlir!fttha1 tptat qtt it rr��ky Ei pfits&!dnt.itt inv Dniln Ey xeis tli fitlrl(ur lhsi tcu?tessirsienF�s!�dan,kiiGtr.!'i t!pntt;zl lz:a!atnhtntlhTFFi. 4L Lucie Blvd. � Fow Pierce, e,FL 34446 (opyrighl 2016A-1 Roof Trusses-Anthony T.lembe III,P.€.Reptsdu:rioaclihisdctumtfll;in any lurm,is Prohibited witheulihewtiveepumissioc[Tom AI.Foatbusses-AoldeoyLTac.6olll,P.E Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A08 Roof Special 1 1 Z�A00569 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 15:25:55 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-JONeymGJM_PysOT3fb76_Oo5cwiKJzstGSs5SDyP WOw �1-4-q 6-1-9 11-0-15 16-0-8 21-8-8 23-8-8 28-5-14 34 1-0 1�-0' 6-1-9 4 11-6 4-11-9 5-8-0 2-0-0 4-9-6 5-7-2 4.00 12 5x6= Dead Load Defl.=314 in 6 3x8 MT20HS% 1.5x4 11 5x8= 5x6= 5 7 3x4 75- 4 13 W5 TA 3x4 zz� 1 3 9 it d 1.5x4 II 1 s� 1 2 -- 10 en! 25 26 17 27 16 15 28 29 30 14 13 12 31 32 11 33 340 3x6= 1.5x4 11 3x8 MT20HS= 7x10 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 5-7-2 Plate Offsets(X,Y)— [7:0-5-8,0-2-121,[10:0-1-6 Edge],[13:0-0-0,0-1-121,[14:0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) -0.51 14-16 >799 360 MT20 244/190 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 lb FT=0% LUMBER- TOP.CHORD 2x4 SP M 30*Except' 10)This truss has been designed for a moving BOB CHORD 2xx44 SIP M T 2x4 0 No.2 BOT CHORD concentrated load of 250.01b live located at all mid WEBS 2x4 SP No.3 17-26=-2925/3457,17-27=-2925/3457,2-25=-2210/2558,2-26=-2925/3457, panels and at all panel points along the Bottom Chord,OTHERS 2x4 SP No.3 16-27=-2925/3457,15-16=-1785/2320, nonconcurrent with any other live loads. BRACING- 15-28=-1785/2320,28-29=-1785/2320, TOP CHORD 29-30=-1785/2320,14-30=-1785/2320, LOAD CASE(S) Structural wood sheathing directly applied. 13-14=-2673/3374,13-31=-2673/3374, Standard BOT CHORD 12-31=-2673/3374,12-32=-2956/3519, Rigid ceiling directly applied or 4-1-13 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=-47/274,3-16=-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=0/305 10 = 1532/Mechanical 2 = 1629/0-8-0 (min.0-1-15) NOTES- 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) 10 = -652(LC 9) Vasd=132mph;HVHZ;TCDL=5.0psf;BCDL=5.Opsf; 2 = -741(LC 8) h=25ft;Cat.11;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= 29-30=-1785/2320,14-30=-1785/2320, 10.Opsf. 13-14=-2673/3374,13-31=-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=-2956/3519, to bearing plate capable of withstanding 652 lb uplift at 10-33=-2956/3519,10-34=-2311/2605 joint 10 and 741 lb uplift at joint 2. $ailat-Ptah Esx}ir!tF:tftt'd`i[3rTt0:$1$j'$aiil p?:t:IS11:14t$(;GFg':rIJY$(�j11'Y�N!II�,IiCa�'p",[jfy.f.I'!N4 rH:F!E!S`y.yiESt!sa;ta�it3d atilS4t SSi57(at36e31;aR'esitp�,OP?L1$9a=�',y]tT.Iaaa41T F.E/{E,.{tf.(:Slttl§tltlt}5!.!;[i!3E5Exitt S}F:tf L4 i§F ID,NIr 4, NITtt(aetht pnta fhgitFikhrti lC:h§e}Cid lsal us Oai ca.a;finer{ie,Sytra'r Esy:s•v;tte sedu¢y1;7ht'Fmst.maaayheaw!§s Po-l}a;w'tayia trgtesfcas.._Jrlt{Sa d!Styf lli 53?laTtFS{dtyr.?CpwtT:C axl!,tE4MTPLI.R:1talSa t5fi2j'ST IpJ4:3;{Po:?it{S,t8iG5tIilF Anthon T. ombo P. REFS}ti tel:IP3513111f IT:itg Sw}tlspEfl.Y�'7 t}t§tCity?,h}CY£HSasl§tt ial iylt113+Es':tylt,.ft.Y.Idht;EwO.TlIIS.ilt ll(pYI:t IIXII7FIi��ij!M.S G�IrI I,N;",m]}!:!I(�to>!PO4iF:}[�I!t TIFSi;hIK!_yFJ:�ra,ShlltR neWi.='1 ko';31}Il;a h:ft3)Ati§II'-'.i P� y Ir T t., E. 5001/111 ants ffi 14.NT odN;we,tdpie:.etFttt}Ic;nSr:I..1d+t,W."rJUII14,ir.1§!Bi ui svll—d—d fu—I f..UP IFi-ht iF: lit t,W I4Y,d:n NiS Fi1^%,;fFiS C! �8�083 6 ;^ Nas� syat3;nn;mdTress WvtllGs:§5 aiu 4451 St.Lucie Blvd. Filaniae Or.`nd}!!(eehrJ tpte(Fpu.rirsgky s;yarea inepd.`:GLmp+aqa Eraet;hSSi hdtilGal Penptets'fase Snie�E,it;:den twltieS.i'tnyihltd ks:atas drnel it iPl, Fort Pierce,FL 34946 (opyrigb;V 2016 A-1 Real Insses ArlbaoyUmbellLP.P,Repoduhioa d Lis drrumeal,ineay lam,optobibited triiboal the xtitlerpumissiuc(IA-I Puol hums-AalhonyT,Twbo lll,P.I. Job Truss Truss Type Qty Ply Std Pac/6511�EL D XSPVS011 DX A09 Roof Special 1 1 A0070570 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-naxOA6Hx71XpUA2FDJeLXEKKLJ3d2Qt1V6ce fyPWOv 14- 6-1-9 11-0-15 16-0-8 21-0-1 23-8-8 25-8-8 1 29-3-7 34-1-0 1 4-0 6-1-9 4-11-6 4 11-9 4-11-10 2-8 7 2-0-0 3-6-15 4-9-9 I 4.00 12 5x6= Dead Load Dell.=11/16 in 6 3x8 MT20HS-- 1.554 11 1.x4 11 5x6 11 5x6= 3x4 4 4 8 1.5x4� ! 3 10 r T 1.5x4 11so € m 1 2 rI ?m- 25 26 17 27 16 15 28 29 30 14 13 31 12 32 336 3x6= 1.5x4 11 3x8 MT20HS= 3x8= 3x8= 3x6 3x8= 5x6 WB= l 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 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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' T4:2x4 SP No.2 BOT CHORD 10)This truss has been designed for a moving concentrated load of 250.Olb live located at all mid BOB CHORD 2x4 SP M 2-25=-2215/2550,2-26=-2930/3457, panels and at all panel points along the Bottom Chord, WEBS 2x4 SP No.3.3 17-26=-2930/3457,17-27=-2930/3457, nonconcuirent with any other live loads. OTHERS 2x4 SP No.3 16-27=-2930/3457,15-16=-1788/2317, BRACING- 15-28=-1788/2317,28-29=-1788/2317, TOP CHORD 29-30=-1788/2317,14-30=-1788/2317, LOAD C ISE(S) Structural wood sheathing directly applied or 3-2-0 oc 13-14=-3067/3717,13-31=-3067/3717, Standard puriins. 12-31=-3067/3717,12-32=-3071/3508, i 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=S.Opsf;BCDL=5.Opsf; Max Uplift h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 11 = -650(LC 9) (envelope)and C-C Extedor(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. (Ib) 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 i 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=-2930/3457,15-16=-1788/2317, 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 at 13-14=-3067/3717,13-31=-3067/3717, joint 11 and 744 lb uplift at joint 2. 12-31=-3067/3717,12-32=-3071/3508, iitttai-Y!xtu;jncgYi±etltr Ns`3;tA7t il0it[SrSC':rrpMSELtiEnsitiCN00!;!!$(Eii CUM :EI";drCsii9lEDFk'Sr lealndr decsmixe'xeta:sN rre1 rotes se riis!msCtryt(k,xuy�sOCsaiat iE 1.itaNl€.tE.t+!nexitS ttt tds±x es3.".'.'.x3i o5I± se tY.daLkiCD,uh hlitttC.,!.Iw."k:Itti,t(f.l!!D,uihitleA Is 11" C2.CtEidetfiil,Srlf1?rfEj i•.Y±6!fld tF tEr P�tej'ENSS S9W±r!��xtt et:dt3ll[eYf�ja'.fiR,S±tSi.Tn':�f jtt eSi Q•SftId MS;3yIP(Rli i!•ri1t�[Oit l:�lel!,KdRIrFI i}t�5Qe553yax 47lci tee:tini;is±..^Sh Anthony T.Tombo III,P.E. ed etedi:is irrss itt¢r rX3ai i.ttmi-I&,,nidruCms,brl�xts.t.AmdgtewitI"x9�.h6t U�wfiRt TIC.it,V'In4t hw tx!;1.1!et Of Rli.l�x�ialtld�xl:dad ut Fdi s:tAra LnL�de=i 5riiup shiee .sd t�l6et>3 s/dl tt at±xAtet.il,'rd w80083 of trC:nr[:antt alGme;hi.SOaats uitgn3t l:=;Guree:uf ed raa:.;ssc':er�fxi(c,7pen Sdeh ldrta,setil r:t�titi 4!lied5tL5at±dawd!r.resrds.ilixt.it4lldatsfie±t.W.sift-ese>ildtted3e rrsss Cesr+s:lem hv;i Etgteu d'nss haeAs4zv,ASess 44515t.L.CI28Nd. snt±w!u/e'saelhekehtA rptedgxie.r5gkr sircfitr h!d±te.GSett Pnl;eEy-ittt is Ali Cxe laifnr Ptugeee±Tmss S!sle+Es;trdeq kaStieg.tltyildarti L:wt et es krmd it iF}l, Fort Pierce,FL 34946 (a t hl 2016AIRoofIrems-Artboa Llombe111,R.€.Re txduttionofthisdosument,inan Into,is^enhibitednilhouithtw±itten etmissioeitemA-IRoofTrusses- .Tombofli,P.F. Pr<9 Y P� Y r F AnthonyY 1 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A10 Roof Special 1 1 A0070571 Job Reference(optional) F 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 15:2556 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-naxOA6Hx71XpUA2FDJeLXEKHDJ d2RtlV6ce_fyPWOv 1 4 8-1-12 16 0 8 20-11-1 24-5 1 5- 7-8-8 34-ho 5- 1 4 8-1-12 7-10-12 4-10-9 3-6 0 -3- 2-0-0 6-4-8 1 3- 4.00 12 5x10 MT20HS= Dead Load Defl.=13/16 in 3x8 MT201-1S� 5 4x6 2x4 II 5x6= 3x4 5 4 W4 6 7x14 MT20HS- 3 cc W3 8 1.5x4 11 i 0 1.5x4 11 rn ' 1 2 16 15 10 r(] N CV T�I�I 29 30 20 31 19 18 32 17 33 34 35 36 RS 11 8x10= 14 13 12 7 0 3x6= 1.5x4 11 3x8 MT20HS= 2x4 11 3x4 11 3x4= 3x6= 4x12= 7x10 MT20H8= 6x8= 8-1-12 16-0-8 20-11-1 24-5-1 5-8- 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 Edgej [17:0-2-0 0-0-4] [18:0-1-12 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 0.94 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 FBC2014/TPI2007 Matrix-MSH Weight:179 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except`T3:2x4 SP M 31,T4:2x4 SP No.2 BOT CHORD 10)This truss has been for a moving n designed live located at all mid BOT CHORD 2x4 SP No.2*Except* 2-29=-2333/2688,2-30=-2750/3347, concentrated load of en panels d at all panel points along the Bottom Chord, B4,B pan an 6:2x4 SP M 30 20-30=-2750/3347,20-31=-2750/3347, panels an rent with any other live loads. WEBS 2x4 SP No.2*Except* 19-31=-2750/3347,18-19=-2750/3347, 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 cc 10-37=-2830/3245 puriins. WEBS BOT CHORD 3-20=0/386,3-18=-110111102, 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 = 1631/0-4-12 (min.0-1-15) Vasd=132mph;HVHZ;TCDL=5.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 2 1623LC 1 P ( ; onding. = 10 = 1631 LC 1 4)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 5)Plate(s)at joint(s)4,5,8,9,11,2,19,17,6,7,14, 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)at joint(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. 16-17=-17/282,6-16=-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. &udry tL•s;e tluPryer rsriexth'!.1 UG'r❑SSyrS('iELLEl1�y3yL lEdNy 8(D!(1t10l�(OnOM.j dtR])y(!lOt�cREMryea.Te;Ay deuyt yvPaAPrs Ptd ree!e?L>s PPlri;ltss Dess Drn.iay lf(:u;Pr•,t tEt dAlrarl.lexJs CC t.E Id�?xt SkPsl h'Pre c?.Ddesr ata+iu AAd m tle IOP,ss'y et'g-'.lhO BJiek<oPeP:nrlfs!slili:<aed6r ttz i7lto>e nnL 4i eirm DPsiye hpttEip.e.syeaPJt F,tlue;n?ed nnrNOregresedue nPPp;ei{Iayralaslesd ecy:eeerlPyrspailWr(nbP les.ynrlh S!creims dquid a fit IDD adpWu IN.Re tes�yo nsmNu.bid:ey<udnn!,niradrr Anthony . m6 wine APu I.SSPPq Wimp llt resynsikilAy rarAdwi=ed k tytArth kiilisy Desiirr.,ame nthstdiss iwi IK.ith l?rd l:a'dary trle cc M.Thee nt!dth 100 wdoytleNne rx-40011A.-i Atie Tnst udP6n k��ie} WP g slAl;iiarcPy^ss L;:hd Y To o III,P.E. ' ReC-:da;Defrx:rri[srmP l.rs!es SPl uia Re7D0 t>i Mycalires and y�l.lssdti h04Py(Pei mnydPry lamdlu rOr/yelDshl6i i?I MSlG me;elt sh+yxers yzdme;.ilil te5nsdensy?aad:n?s ad d!?sA1?T.ifs DPSiyPHIR1IPiyi6s.?nray rR;sdaiAl^e!;r.RPSS r 80083 4451 St.Lucie Blvd. tdeniu d�srll e(aAWt rrleNtie+rri5e 1 dl or.n infPei ihernuC rfaE- y ) yY?.n-y r.n gay �s r P I1 1 ay mnslLi�ia'ds DPs aey PrynsS aoarro'I ulr da d4;us rtPss ddaelhRll. EoP1tiRhlZ?016A-1Roof iussts-AnihonyT.Tomho Ill,P.E.Repedudienof this document,inOnybim,isprohiRedwithcuithewritten permission homA-IRcafTmsses-AothonyT.Tomb Ill,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/651 1 EL D XSPVS6911 DX A10A Roof Special 1 1 AO070572 Job Reference ci 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 15:25:57 2016 Page 1 I D:W?qu Lcr?Re?Lf7Le98Rj H4yHM91-FmVONSIZueff5KdRnOAa3RtRajM7nreAkmLBW6yPWOu 9�10 16-0-8 20-11-1 24-5-1 26 11-0,28-11-q 34-1-0 35-5-Q 9-4-10 4-10-9 3-6-0 2-5 15 2-0-0 d 5 2-0 1-4-- 6-7-14 4.00 12 5x10 MT20HS Dead Load Defl.=13116 in 3x6% 4 2x4 11 ' 3x4 7:�- 3 5 4x6 5x6— 2 W4 7x14 MT20HS= 6 Ci 7 0 1.5x4 11 I� n 1 15 14 9 10 FillI ININ cif 31 1 11 0 27 28 29 18 30 32 33 34 5 19 17 168x14= 13 12 11 1 1.5x4 11 3x8 MT20H� 2x4 11 2x4 11 4x8=3x4= 3x6= 3x8= 4x12= 7x14 MT20HS 9-4-10 16-0-8 20-11-1 24-5-1 ,26-11-0,28-11-q 34-1-0 9-4-10 6-7-14 4-10-9 3-6-0 2-5-15 2-0-0 5 2-0 Plate Offsets(X Y)— [4.0-5-0 0-1-12] [12.0-3-0 0-2-41 [13.0-2-0 0-1-0] [14:0-8-0 Edge] 116:0-2-0 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) -1.24 14-15 >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/TP12007 Matrix-MSH Weight:175 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except' 10)This tridss has been designed for a moving T3,T5:2x4 SP M 30,T1:2x4 SP M 31 BOT CHORD concentrated load of 250.OIb live located at all mid BOT CHORD 2x4 SP No.2`Except` 1-27=-3043/3332,1-28=-2599/3192, panels and at all panel points along the Bottom Chord, B1,B6:2x4 SP M 30,83:2x4 SP No.3 19-28=-2599/3192,19-29=-2599l3192, 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=0/292,5-15=-343/461, W4:2x4 SP No.2,W8:2x4 SP M 30 15-31=-5920/7204,14-31=-5920/7204, LOAD CASE(S) 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 puriins. 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=-1541/1337,8-11=-750/967 cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. NOTES- 1)Unbalanced roof live loads have been considered REACTIONS. (lb/size) for this design. 1 = 1533/0-8-0 (min.0-1-13) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 9 = 1628/0-4-12 (min.0-1-15) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.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. 1 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. tG«dg'rLwa—illpwieM IVA 1 VU IIDSSIS UEn 6<131,TENSgrDl:dIIDlS[DSIgMi Slla'jArK.NDrti„dENi'Iwa.Terep desiq isnuden rsl rest rslss«rasl;Ks De:csD,e+hr iiCD ers,h.lenoepT.iaels Di,Midnexe SlzellsSreems.Dewd—ise sided«tleTDD,aelg ILielu«e:srtpYxs sl9l:+otel6r ne i7D,tie.dl.eseTrxs Desire 6pu[t{Le.57a:idl(&vx eaudn«r1DD repesetls«e¢p dne pdzsslsrd eu'seerirerzy«uliNr me eKmdth sgslws ezp.4«ne tDD Klr,oye,rat.l&e:pn«apiscoda7nenn«t wadq Anthony T.Toml)O III,P.E. rrnednsL ss4 rep 1pl4ee its««sp iRlihdGeDneene Draisrasen:slr*3nf«rulCn DWI.r,aCeree@ddrir RCn!'Knln:brdla'irg nle ci R.I.le q�nddsk iDDWn.tidi nedfieTs«sud5qk=14n;ge.iun➢di«edtams!£ke«<r�sy;:i!d =80083 Ifie:!Sa'�}KKR;eqtlW'lCJ`.AI'«tSSl.U'Jne1D6131itpt�ifet®7�11dn.fdnl rNl�leletepWMSdf7r llYilFn« ;pelliflt:krtpl P+rSIG«erd4e'CGr[I!t«tAieepC lYlEE3ui'A?IK(NSITe{«$e1l.Sd3Tfe5lDlllrlMIIKl DPS'+ll�L•,fm1rR,S dlidM..T.:!(.R}:S 4451 St.Lucie Blvd. rntnise/diee2rpo61.xd oiled epeeuwriDsr lr dl pneKi«drei lleTnss DKlaFerie«ris dDi Ca rz!dal^rtsigsn,nl:rss Sfv:aF,re'Kdarinl"usp.AllcgAda.Kse:rss nets ddad hull. Fort Pierce,FL 34946 topyright0Si2016A-I Roof Trusses-Anthony I.TomhoIII,P.I.Reproductionohhisdocument,inanyform,isptohih8ed without thewrittenpetmission from A-IRoolTrnsses-Anthony LTomholll,P.L I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A0070573 A11 Roof Special 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@alttuss.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 ID:W?quLcr?Re?LfzLe98RjH4yHM91-kz3mbolBfvnWjUCeKjhpcfQeQ7ih WLRJyQ512YyPWOt 9- -10 16-0-8 22$7 27-11-0 29-11-0 34-1-0 5- 9�-10 6-7-14 6-7-15 5 2-9 2-0-0 4-2-0 1-4O 4.00 12 5x6= Dead Load Defl.=112 in 3 5x10 MT201­1� 3x4 2 4 ci 7x8= 5x6 II 1 I 2 5 1.5x4 11 1 an 7 6 Im 23 24 15 25 14 13 26 12 11 27 10 28 9 29 0 3x8= 1.5x4 I I 3x8 MT20HS= 5x6 WB= 4x4= 1.5x4 11 3x6= 3x8= 3x4= 9-4-10 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)— f2:0-5-0,0-3-01,f5:0-5-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 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 FBC2014/TPI2007 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- 11-12=-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=0/397,2-13=-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=-1380/1237, 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.11;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 250.01b 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. Luual-fle!u nanel!ua"'t"1Me'A-I IOGr IMSr3 i SILIlrs U011 Ilt9S d(rp ulas assotj;n7;i(CtCG.FD MFpi Ixa.Teed)d!tlp ruratlan W.4'0!r wits 1!.s 4 pr 5,Mnllrr;ad th daia,fl.Tsai,f1p ILldytxe 9.1 hh,est.Dd!i:'ue iu oaei n t4l(1D,si1 ViNkoaltmll!Fl skal'k!asedtn dR RDnke nld.4etTfnfD!Slla Nplxttll l.S)P:alil Elpn!1,n!5!il leurlDDfagststtlf an IXQraa[T nl llanSSlaaCl arE:eF!'lay l!SIOaSIIINTb!Ika ingaCT ne Sap,tTntf llanl lDD atlr.anlq li`N.'Eels.pl afslpptiles la[ELIU!H114e!,natkdry AnthonyT.Tombo 111 P.E. rd antltfis tnts4!aaf killing is l4e resr!iliDhdGeO area Daa±!ic"ro ad a,e9e:lie rnlny De»ka,•,aye:rtlttltlrarlke,3!r:nlnel'i!k� nItnd IF Like a}{mf el tie sDD ail and Held isatlne Tnstiad6n l-+C,aarga,ashllaanne M! skil .k;!reyia i:lt;at • ' nel:kagDas adfrr�rm!.allre:esse!w!nnelDDsxltsr�ms®lnlfasrttlGIhs[m.atlStnl:armm�R(Sf!lhstrlkrAnlSEfAn!nle!exe!'e dneitslkinsn!n:mil:imeffala!lttl'k!T!rf!Dn11H.TI4SfDt! .fd`tl®rTRiiddT/Ia!'f!lf;tIIeSi '80083 4451 St.Lucie Blvd. f'kE11Se lda[d ITO Gs12U 6�lFd ai1a n xritial Ir dI lle!:FS Indsti jSs Taafi'aflpl.]LY!Fi li lCi Ce lx�.xj Cell}iey llTn!S SIPn[yiater tlGjkril9ij.All ty�144 ui rttat idatl n Irl I. (o)Ti,•hl C92016 Ad lioaffiussti-Anthony T.Tomball],PP Reproduction at this document,in any for,is prai6ied whaul the viteo permission am A-I Roof Trusses T Tomho ill,P.E Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070574 XSPVS6 i11 DX Al2 Roof Special Girder 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 15:25:59 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-C9d8o8JgQDvN LdnquRC28synhX2HFojTB4glbyPWOs 1 4- 2-0-8 4-0-8 11-0-8 18 0 8 24-11-12 31-11 0 33-11 36-1-0 7-5 1-- 2-0-8 2-0-0 7-0-0 7-0-0 6-11 4 6-114 2-0-0 2-2-0 1 4- 5x6- Dead Load Defl.=13/16 in 6 i 3x4 3x4 7 4.00 12 5x10= 5x10= 5x6= 5x6= W2 5 8 W11 1.5x4 112 10 1,5x4 II o 1 Flo O 30 0 31 19 32 18 17 33 16 3415 14 35,I 13 36 1237 6 0 3x8= 3x8= 4x4= 5x6 WB= 3x8= 5x6 WB= 4x4= 3x6= 3x8= 1 1.5x4 II .5x4 11 2-0-8 4 0 8 , 11-0-8 18 0-8 24-11-12 31-11 0 33-11- 36-1-0, 2-0 s 42VO 7-0-o 7-aa 6-1 1-4 6-114 2-0_ z-z-o Plate Offsets(X Y)- [3.0-7-4 a2-8] [9.0-7-0 0-2-8] [13:0-1-12 0-1-8] [19:0-3-0 0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud 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/TPI2007 Matrix-MSH Weight:186 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 9)Hanger(s)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 38 lb up s port and 1281b down and B2:2x4 SP M 30 20-30=-987/2210,20-31=-972/2154, 39 lb n at 3381 b u on top chord,and 250 lb down WEBS 2x4 SP No.3*Except* 19-31=-972/2154,19-32=-2412/5758, and 9 lb up at 11-0 and 250 lb down and b o n at W2,W11:2x4 SP No.2 18-32=-2412/5758,17-18=-1513/3788, and 9 0 on bottom chord. The design/selection of OTHERS 2x4 SP No.3 17-33=-1513/3788,16-33=-1513/3788, 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. 1 Structural wood sheathing directly applied. 13-35=-2319/5750,13-36=-929/2310, 10)In thelLOAD CASE(S)section,loads applied to the BOT CHORD 12-36=-929/2310,12-37=-945/2363, face of the truss 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 CASE(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 5-18=44/558,5-16=-1408/751, q 6-16=-423/1242,7-16=-1401/750, Plate Increase plf) 1.25 cross bracing be installed during truss erection,in Uniform Loads(plf) accordance with Stabilizer Installation guide. 7-14=-51/566,8-14=-2073/922, Vert:1 3=-70,3-4=-70,4-6=70,6-8=-70,8-9=-70, 8-13=-1346/658,9-13=-1368/3443, 9-12=-280 REACTIONS. (lb/size) /174 9-11=-70,23-26=-20Conce6trated Loads(lb) 2 = 1721/04-12 (min.0-1-8) NOTES- Vert:20=-2(B)12=-3(F) 10 = 1718/0-4-12 (min.0-1-8) Max Horz 1)Unbalanced roof live loads have been considered IJ 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-, h=25ft-Cat.11;Ex C;Encl. GC i=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 =_ =_ joint 2 and 805 lb u 19 31 972/2154,19 32 2412/5758, lift at joint 10.1 p 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 16-34=-1402/3778,15-34=-1402/3778, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. iWrldq-neasen,nigFlrr„l,ane'aT roe;Ir1SSS'('I�tlO'�fd59a'iEtFlS a[DW.AtIgg$(H}l�k rd7]';a(ClCiY:icdEM�6,e.gcEr dedp yueaden aN realedts pl>is;nss gerga Dnrigil(v eri ih�lrnugl.ieskrC.rlleldeze Slssl E.2 els.Ddlssdhnise ddel mne 1Dg,<a'y uliuuemoVssibIrm nrttel Anthony T.Tombo III,P.E. a,esed!sI.,3req We's is Ike rtgn!IkMdne Dau.P.eends e:s!ird aged retie Weal Oesiin®tie needdn,le(wrlravIlh ladksfFg olE¢lrP.l.leq;mddlie tUUnren.Aefi rsedtie Tnss.uir6ak��.sa;gE.ulheetirr alertt�l5il�:a h_•relguu'a.;:hd «.80083 MristogNst.!.4 mm%All nIssne,W1aTDDrAfil Fodor,nol;ne9nsrfn!rxlbq r71M s SFUiamf. .4n1 i sp ;d.-_ThlWk.stml-ifte.1onsefLissMia.,i,rss7es{sugtn®linssdsd,n:es,w:ns 4451 St.Lucie Blvd. etelu Ord IlaGlFN egrtdegee 4 v,mq ardl p!:et iess!sei lhehns Cen;a Eq esefslnC<ra ag Dsig,et,rtLrs Slx+!a Faiunsd®r5r119q.all[q:,da!3 Y-m ernasidaelulrtl. Fort Pierce,FL 34946 (opyrightC,2D16A-IRoolLosses-AnlhanyT.Tanabe Ili,P.I.Reproductionofthisdocument,inanyform,isprahibiledwithculthewrifteopermissionhourA-1RaofTrusses-Anthony1.Traub111,P.I. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A13 Roof Special 1 1 A0070575 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitrvss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:00 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-gLBX?TKSBXI EynMOS8jHh4V?BxNR_CLGQkas7QyPWOr 1-4-Oi 4-0-8 6-0-8 10-7-11 16-2-0 19-11-0 26-8-5 3410 1 4 0 4 0 8 2 0 0 4 7-3 5-6-5 3-9-0 6 9-5 7-4-11 5x6= 5x8— Dead Load Defl.=1/2 in 6TAI 7 3x4 4.00 F12 5 3x4 5x6 11 5x6= 8 0 3 0 1.5x4 11 2 1 n 131 9 N Ic? O 2425 16 26 15 14 27 13 28 12 11 29 10 30 31 d 3x6= 3x4= 3x8 MT20HS= 3x8= 3x4= 1.5x4 11 3x6= 3x4= 3x8 MT20HS= 4-0I 6-0-8 10-7-11 16-2-0 19-11 0 26-8-5 34-1-0 4-0-8 2-0-0 4 7-3 5-6-5 3-9-0 6-9-5 7 4-11 Plate Offsets(X,Y)- 17:0-54,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 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 wood sheathing directly applied or 2-11-12 oc puriins. 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=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 8e 9 = 1530/0-5-8 (min.0-1-13) MWFRS for reactions shown;Lumber DOL=1.25 plate 2 = 1631/04-12 (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)at joint(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=-3625/3023,34=-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=-1957/2581,12-28=-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, R'meiry n!F:F nFnrya,n•netS:•aa IMF TUSSES i Slual uliW TIN s tnianhsseDST xt rtia•;Aaroa:ED>u(m•rF:z.r!,;r atsip J.'ormen wE nt7a9!s m Us Nss De!p DIFYRr law;:ed Its Ad.T1.T',rh Dt rtm!nae SlMt!!ore nF.h!!r!FlFtnlfl stct!t tF nt 7DD,sa'p WTEIneFN-n(rife55S>11Lti!IM1fIIiIT)Dnll tAltL l!!T(Nl DtiirF EFp[!ff{I.l.S1e:IFi11 EFti[F!;1,17!5!•I el n(TODfefR!Nff!C FFFIj:IDFe[IIIeFn!!S!IAFCIIff'!F!'Fp I!SFBFSIttII((Z'11l IFSF3[r ItS F9•y�P1nSS C!F':FI!II[IIe ND9FIr.MNTFFI.TLR S!Sipt Nft:iNlFtl.lFd2r(AIL1IIFB!.SFlittlll:f' Anthony r!e Fizrslms4enleittiplsl#erarn!Ihuirydh<Oee!etle0.sisF,:mi:Flexeferu!hSDevg�:,mC:emhnFffil,:5!u;n16e6dksr-t•IFxfrr4l.l!ry;m�J19eIDDoilmtie!duedtiTnss.ud€wk�:a.sR!ry¢.:u6!Id:uulEnensSil.t:t�••eµesS:4hd T.Tom boIII, P.E. Retake DFs:.:Fd(fs.-FM:.lI'rh'etsetw'uMTDDneIn panesae eLhmsefteeR!pe(.y.wWtl M.M pra elhstr! rNWSl(Auvenev ie Fen'. Am_TF.l(n., !:e VI! I!., <80083 r r� r r r F r F q n p: a 1 ngxnmsrn!sns,de e:m,miss Gg51 St.Lucie Blvd. .Um.!#id lle:mtrmyed eln re vrmry it dlItn:es lm:heL ThLun Desl�Egieer¢lCT f`.era�91 DFF7ltr,Ir 1. FSrL•9 Ery04(mprhN}ilj.Jll sgLi Id!'OS Inme3adnlrl1. (apyTigM C0 20Id A i Root busses-Anhony T.Tombo III,R.E.Reproduction ohhis dommem,in any form,is probibhed withem the eritteo permission hom A-1 RcolTrusses-Anthony L Temho Ill,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty T ly Std Pac/6511EL D XSPVS6J11 DX A14 Roof Special 1 1 11 A0070576 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 15:26:00 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-gLBX?TKSBXI EynMOS8jHh4VzAxPT—JRcQkas7QyPWOr 1 4 q 6 0 8 8 0-8 14-2-0 21-11-0 27-9-1 ; 34-1-0 35-5-Q 10 6 0-8 02 6 1-8 7-9-0 5-10-1 1 6-3-15 1 4 0 Dead Load Defl.=9/16 in 5x10 MT20HS= 5x10 MT20HS= 5 6 4.00 12 5x6= 5x6= 3x4 3 5 17 0 cc v v 1.5x4 II 1.5x4 II 1 2 8 9 n Icn 23 24 14 25 13 12 26 11 27 10 28 3x6= 3x4= 5x6 WB= 3x8= 6x6= 1.5x4 11 3x6= fi 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 1' 6-3-15 Plate Offsets(X Y)— [6:0-7-0 0-2-8] [11:0-2-0 0-3-4] 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 0.94 Vert(LL) 0.40 12-14 >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 H6rz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:164 lb FT=0% LUMBER- j 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 cc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 Row at micipt 4-12,6-12 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 8 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 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, ffieury tleeu tlmyHr rnieetk'Ad IDG(IIDSS!Sj SEOR16fA32(fieNS 8(DKD11ID5$(LRDY,j En]'}!(CMCA'�DDxFNi'U,a ferA(7eupfaead!,s e!1 rnMedes u 13i.L!v 3e!zn Dn.i!r iT[v;rts IM Ltlurl,iesh A rE Idyexe f!>:f ware ai.Oda!dFenise tldtl eetir TDD,wy Wiri!ec!mrp!Ee!sliliarelUr rG iDDlele!diL As etra!Deu(e[epu[t{i!,SueB(6pu!r;ae edn or IDD,g!aed!¢uvp;aadtu prd!tsieed ty�eeriry rzytndDar'arm lrt5�dne s�y'eT�a L•pv4 ee tleTDD adr,eateri?41.Itei!tip maapn!a.BrSspaednx!,s.nrlilry Anthony T.Tombo III,P.E. cde!e11+9s IRLnel:; flk!bdl>:Re3 u1!¢lr7N11,gJ-1 a tk TODW n!fidir,dtiein!cble6x R,S:y.!xryr iuR7®iaaetnra-sSil Mr !r-s[xlhd z80083 ' Me!sepDa !edQTMr.tiiaa!rttularhlCDWlapr u!®lpddnsdn.kldy(eetamSAe7h'e�da{tt31,relt,!1e16ii71WS1Ua:rdra!xuMp<aa.�ienc�lP'rlk5ns�!r!yrs:4:iaaeidlst!!l:n!Petl(!tt,lets9ei iageermirr.s!@m6:R:er.aza 4451 St.Lucie Blvd. rdrniu ld;r$1(ofe9rd cgeH ervio xntiq lr dlrM:aiaaai Tieinu Ce!Is Equeer3dDT".er�da70tsilver,rtT�!!$!'!a iyn!erdar SnlSry.AD!q.u0k;as rrtmdeesdfalPFl. Fort Pierce,FL 34946 coppliphlCQ2016A-I Roof hosses-Anthony 1.Tombo III,P.E.Reproduction of ibis documinn,in any form,is probibided without the written peranission from A-I Roof Trusses-Anthony I.Tomb 1 I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A15 Roof Special 1 1 A0070577 Job Reference(optional) r 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 15:26:01 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-8YIvDpL4yg95axxDOsEW DH2A4Kk6jnzmfOJ PftyPWOq rl-4 Q 4-5-3 8-0-8 10-0-8 12-2-0 18-0-8 23-11-0 28-9-14 34 1 0 a5 5 Q 1 4 0 4 5 3 3-7-5 2-0-0 2-1-8 5-10-8 5-10-8 410-14 5-3-2 1 4-0 Dead Load Defl.=1/2 in 5x8 1.5x4 11 5x8= 4.00 F12 5x6= 5x6 II 6 7 8 4 5 TA 1.5x4 zz�- 3x4 cc 3 9 0 1.5x4 II °D to 1 A2 10 111x4 II r/ Ira 0 26 27 17 28 16 29 15 30 14 13 31 12 32 33 6 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 4-1014 5-3-2 Plate Offsets(X,Y)— 16:0-5-8,0-2-81,[8:0-5-8,0-2-81,[16:0-2-0,0-3 41 LOADING(psf) SPACING- 2-0-0 CS1. 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, B2:2x4 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=-8/281 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 = 1627/0-5-8 (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 fora 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.Opsf 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=-3286/2765,9-10=-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=-2881/3472, 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, 10-33=-2103/2553 LOAD CASE(S) WEBS Standard 3-17=-241/393,4-17=-608/817, &'9Feiep-IlntetlufyHEteeilefx'.-I I00f fil'iSS('iRl(t'TG'A;eS.fft1158COFC40CXS CISiOY,�sni1'j:.reX07L0;A1EXi Ixat ire!lesigf p¢farlers 911 reH aNezufiisl;lu Oes�F 8r9viy(1[v0;Er3ttt Atliffrl.rs;Xeei,rLlllueseSltstlese uE.Odessflkxrist curt 9E tle IOO,say i11TE!(IIEtaIr r�Ee:illll:?BifdIEI IESi)U 101ef111e.FiehifEDEI1r4 GF¢H�1A.�3<ill!I!EEFIF!?f1,1l3 CtI EE peJIDefegreseEtsarrus!steElllermLfsud lra!eesirs myuslli!nf4;llelfs:�:[t tha s:xeinssiEp:01¢t1e lOD nfli,oMn iiFi.T[e ies ro nvoitiEc.brf:ep¢lElm9v tfneYi!Xy Anthony .Tombo III P.E. .d Eed7tsT.—SrulWfdnpistaereipnEidlly'fr,o.ffe!h0-A'AJ-.1f"d tInlate9peug¢r,at,ruhidlult w2: dlh,Wd rtyntreex3 DR. ilrE}inn'E111ei00min!6ellnedliETntcu36a!'�:kp.szFgE.Gsh!Iah9En3hrtG?s!ilbeerupssLis;:hd y 80083 ' 14hl.2 rJ:Er r1C,M!.iEW[ ,ie Weft W.IfialM safpd:lUeEEIIIEInIgq(o¢raEnSElEgh:emtliEEM1Ll:rdhslr347Thrd tfAf¢nlet xcfSFp..Cpl..TWM.itl rrpE�S:tei¢3ecesdleilEilPEL;IH,i'ESSJfSr13i13Etf01IiR;iMPtlle:h:�I.RREi 4g51 St.Lucie Blvd. f'lEfrltl.1kYfarl]hLO 1pflES 919f G%TmEp lJ dlpat.ES IEI.-ff3-iStTRSt Cfil.ryl¢I,S XCi CJ IG.dapGFiipser,tli9.s 5T4eaajneuda!l9dLy.d1l f'a'..:14 JIGS ItF OS I3JFIG7PI I. Fort1St.LFL Blvd. CopyTiyhf02016A-1loofftusses-Anthony T.Tambo III,P.I.Reprodmlianof ibis document,in any form,isprohibited without the writtenpermissionhamA-1 Roof Tresses-Anthony T.Tomho Ill,P.E. Job Truss Truss Type Qty Ply Std Pac/65111 EL D A0070578 XSPVS6911DX A16 Hip 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 15:26:02 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-cklH.Q9Lij8HyC5VPZZIImVaMsk5tS6Uvt23yBJyPWOp 1-4 Q 4 6 13 , 8 2-0 13-11-2 20-1-14 , 25-11-0 , 29-6-3 34-11 0 a5-5-q F1 4(1 4 6 13 t 3 7-3 5 9 2 6-2-12 5-9-2 3 7-3 4 6 13 1�0 Dead Load Defl.=518 in 4.00 12 5x6= 3x4 3x4 5x6 WB—_ 5x6= = = 4 5 6 7 Tl 1.5x4 1.5x4 3 9 0 1.5x4 II 1.5x4 11 0 A 10 en 1 2BJ o? d 11 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 8-2-0 Plate Offsets(X Y)— [6:0-3-0 Edgel 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 0.74 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- I TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3 3-16=-223/380,4-16=-503f745, 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 j 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=S.Opsf;BCDL=S.Opsf; accordance with Stabilizer Installation quide. 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! 2 = 1627/0-4-12 (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 i 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=-3726/3156,34=-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 BOT CHORD concentrated load of 250.01b 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 1 3-16=-223/380,4-16=-503f745, 5-16=-1293/1066,5-14=0/326,7-14=0/326, 7-12=-1293/1066,8-12=-502f745, 9-12=-223/379 5!rdg fln:e tlwe!r8.re!ledt3s'61 IN"n7SSES(Sr8a16E154 QU6 d(iFD1iID5SfDS10a{rlt]j'.rrtlOrirGSaEh'fxx_iedyamprusaders nl rr9 od!:xIasUess D!si5s D,!viytiP;,;!,e IM lsdxyl.icsh�,.r.L Ide!exie Sl:s!S!ae n6.U!less sller+ise dried ec tYeIDD,raq alrrlxe!E!IIr�ER!393ri:4!Setrtf aS iDD 1!tt!dIL 11tr!N1 De:Ire rerltle{i.l.Steildly hoee'j,tles!del!g)[ID!lr1eSNlf it fta�'nRdlllrrd!S511IdlGr iFe'IIFI::rllSlt icy'irllr dEsredn`as'!r�ertt!se!rs'r etlrerco erlr.11dHr?Et.ile e!SjI xS!lepiltl.il[{2r mdnn!,nadilg Anthony T.Tombo TT1,P.E. ea ose d+islnss4sg WIC.1isqe'.1-Hq'r`.eDn!etle Aegg!n'dtk U,,t ollyd 880083 ,te saaar Desjx dQa ever.111WSSd!.&TDE)WIze rr r 4451 St.Lucie Blvd. Ae.ise lda!f¢e Gslad!ged exec v,mglydipdhs I cini Fort Pierce,R 34946 (opyrigbi02016A1ioelilosses-AnlbonyT.Tombo111,1`1 ReproduEtion of ibis document,in any form,is probibhed without the wriflen permission from A-]Roof Tresses-Anifiony T.Tombo III,P.L I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A17 Hip Girder 1 2 A0070579 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 15:26:04 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Y7Q1 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 Q 1�-0 6 2 0 5-6-2 5-4-6 5-4-6 5-6-2 6-2-0 1�0 Dead Load Deb.=7/8 in 4.00 12 6x10= 1.5x4 11 1. 0 S=5x4 I I 3 8= x8 MT2 6x10= 4 g 7 1.5x4 11 2 9 1.5x4 11 10 N O 1 fth 32 33 15 34 35 36 14 37 3839 13 4041 42 12 43 44 45 11 46 47 0 4x8= 2x4 11 7x14 MT20HS= 2x4 11 7x14 MT20H5= 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)- [2:0-4-2,0-0-81 [3:0-7-12 0-2-121 [8:0-7-12 0-2-121 [9:0-4-2 0-0-81 [12:04-12 0-4-81 [14:04-12 0-4-8] 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 0.62 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 FBC2014/TP12007 Matrix-MSH Weight:366 Ib 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 240OF 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- 1 4-3 6=-4 1 82/1 0632,14-37=-6878/18024, 20.Opsf on the bottom chord in all areas where a TOP CHORD 37-38=-6878/18024,38-39=-6878/18024, rectangle 3-6-0 tall by 2-M wide will fit between the Structural wood sheathing directly applied or 3-10-11 oc 1 3-3 9=-6878/1 8024,13-40=-6878/18024, bottom chord and any other members. purlins. 40-41=-6878/18024,4142=-6878/18024, 10)Provide mechanical connection(by others)of truss BOT CHORD 1242=-6878/18024,12-43=-4122/10632, to bearing plate capable of withstanding 1609 Ib uplift Rigid ceiling directly applied or 7-8-0 oc bracing. 4344=4122/10632,4445=4122/10632, at joint 2 and 1609 Ib uplift at joint 9. 11-45=4122/10632,11-46=-4105/10532, 11)This truss has been designed for a moving REACTIONS. (lb/size) 946=-4105/10532,9-47=4096/10524 concentrated load of 250.01b live located at all mid 2 = 2913/04-12 (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 Ib down and 132 Ib up at 6-2-0,118 Ib down and 159 Max Uplift 7-12=-726/561,8-12=-2272/6151, Ib up at 7-0-12,115 Ib down and 159 Ib up at 9-0-12, 2 = -1609(LC 4) 8-11=-242/1387 115 Ib down and 159 Ib u at 11-0-12,115 Ib down 9 = -1609(LC 5) and 159 Ib u at 13-0-12,115 Ib down and 159 Ib u Max Grav NOTES- P P 2 = 3635(LC 27) 1)2-ply truss to be connected together with 1 Od at 15-0-12,115 Ib down and 159 Ib up at 17-0-12, 9 = 3635(LC 35) (0.131"x3")nails as follows: 115 Ib down and 159 Ib up at 19-0-4,115 Ib down and Top chords connected as follows:2x4-1 row at 0-7-0 159 Ib up at 21-04,115 Ib down and 159 Ib up at FORCES. (lb) oc. 23-0-4,115 Ib down and 159 Ib 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 Ib down and 159 Ib up at 27-0-4,and 82 Ib down and when shown. staggered at 0-9-0 oc. 132 Ib up at 27-11-0 on top chord,and 381 Ib down TOP CHORD Webs connected as follows:2x4-1 row at 0-9-0 oc. and 191 Ib up at 6-2-0,292 Ib down and 21 Ib up at 2-3=-11116/4457,3-22=-16316/6393, 2)All loads are considered equally applied to all plies, 7-0-12,292 Ib down and 21 Ib up at 9-0-12,292 Ib 22-23=-16316/6393,23-24=-16316/6393, except if noted as front(F)or back(B)face in the down and 21 Ib up at 11-0-12,292 Ib down and 21 Ib 4-24=-16316/6393,4-25=-16256/6304, LOAD CASE(S)section.Ply to ply connections have up at 13-0-12,292 Ib down and 21 Ib up at 15-0-12, 25-26=-16256/6304,5-26=-16256/6304, been provided to distribute only loads noted as(F)or 292 lb down and 21 Ib up at 17-0-12,292 Ib down and 5-27=-16256/6302,6-27=-16256/6302, (B),unless otherwise indicated. 21 Ib up at 19-04,292 Ib down and 21 Ib up at 6-28=-16256/6302,7-28=-16256/6302, 3)Unbalanced roof live loads have been considered 21-04,292 Ib down and 21 Ib up at 23-04,292 Ib 7-29=-16316/6391,29-30=-16316/6391, for this design. down and 21 Ib up at 25-04,and 292 Ib down and 21 3 0-31=-1 63 1 6/6 391,8-31=-1 6316/6391, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Ib up at 27-0-4,and 381 Ib down and 191 Ib up at 8-9=-11116/4456 Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; 27-11-0 on bottom chord. The design/selection of BOT CHORD h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS such connection device(s)is the responsibility of 2-3 2=-4 1 5 6/1 0 5 24,2-3 3=-41 64/1 053 2, (envelope);cantilever left and right exposed;Lumber others. 15-33=-4164/10532,15-34=-4182/10632, DOL=1.25 plate grip DOL=1.25 34-35=4182/10632,35-36=4182/10632, 5)Provide adequate drainage to prevent water LOAD CASE(S) 14-36=-4182/10632,14-37=-6878/18024, ponding. Standard 37-38=-6878/18024,38-39=-6878/18024, 6)All plates are MT20 plates unless otherwise 1)Dead+Roof Live(balanced):Lumber Increase=1.25 13-39=-6878/18024,13-40=-6878/18024, indicated. Plate In Roof Live(balanced): 40-41=-6878/18024,41-42=-6878/18024, 7)Plates checked for a plus or minus 0 degree Uniform Loads(plf) 12-42=-6878/18024,12-43=-4122/10632, rotation about its center. Vert:r Loads ,3-8=-70,8-10=-70,2-9=-20 Continued on page 2 Concentrated Loads(lb) S'alllp.Ve Ileptpllen!I!!!ID!AEBODE Tl's)Sr5rsEEEa 6FDHe(TEIgSa(Opr7D(gS(DS70Y.(enn lllEEOStED"uA(EMP 1-Te,-i¢Itapp®lalitEf cIefxdHll?S 911bSI!Esl DPzn DnYlSpjrr-D;I!LIE!lriEefl.Tull DI,C.E.MHlx!SlH7Es'.an P.<-U&SSleell.tuaaee IP nP IDD' .� EliTEk.,moss pares slat s! It,,ux TDDnv,sl&As aTn Desgl[sy.,Ye.SpuOl bg.?,;,3e sr111 HT TDD rzpreseES is uapa;eIT 5e praL•s:IHtlen!asarilp!!gnillilnr 5e Re Its:pldN sniETmst?pa?laaeIDDHlp,veletTPH.T&ktips asnopun.bdEpalainns,sralllTep T d 1st 11t;5 T.'s5•n 101bg is see rzs utikllih a 14 D 1?aP Ortaei s n�n.i Ee a eaf 1 Ile 6ilalp DHi re,n ha ulha If li IIC,5?p:Hdtle 5EA lsaYn ndE pd IY:T.➢e Anthony T.Tombo II-,P.E. T P ! RTnNc111eIDDe>DPe.hIdStITE1EpSf.N�Sp�"�"p.i!E:EpIlS51IEItiYCEi1S1p3IfI�l Ip[4Y�'h1E �80083 E41 Ie�Ii'1eDDf3'p!WL^Clai'.t.e£tSSfN:leftTDDluntplCnitlSbljedl.{Atlerliletp(SPp9M}EEP7tR:nEnBe�E($IjpItII1E�ETTPliietE(A!?Itl:ixlShlpttll!;sd INfit[E5�?:tpEN9..tleSt'Cd6n?se�1-T.IHD111per,lmsDPpiTlTli?-iTRSSMl4A1.^t!?f.R�tii 4451 St.0083 Blvd. i$F�Ist IIfIn pja llll'Ca IpH!Isle A timmAp 1J�I parEf IH�Itd.Th¢Tnii.til (Sp4tlf IS ACT x!la:i9g uea.p]H,lrl:t!S pfTeS ppllnr r[9]I ddlej,All faP:a I?d4.fiS ISP as ddad I1nrl. (opyrighl02016A-I And Trusses-Anthony T.Tomhc III,P.E.Reprodursianof This document,in any form,is prohibited withoul the written permission horn A-I Roof Trusses-AnthonyL Tomb 111,P.P. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6,11DX A17 Hip Girder 1 A0070579 2 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 15:26:05 2016 Page 2 ID:W?quLcr?Re?LfzLe98RjH4yHM91-OJ_Q3B OaO3gX3YE_FhJS07Cv2y4ffW1LZOHdoeyPWOm LOAD CASE(S) 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) j 28=115(F)29=115(F)30=-115(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) 1 t Geroie;IleacuonrfHrreliee he'G-1100E 80S53ri[IIEt';6Ef:1ki OIHSd(D4"10FES(PTOM{"S(TJ')A(ILMCG�uSNEX'hrr-Te;Ar ded;ermndm o�i!ecd o9ssatai;irass Dessv Drmriy{T[O;eitN ldtufl.iecYeCi,lE rdaeae tlxl6de;en�.Odess dlwise cdel eetle TDO,call WTeeuaee9ef*,es All tenelM N TDO to Eeedd.is ITins Destp hprxr{I.e,S;edafl!bdsee•`;zs rd it orTDO rerenues¢¢upseu dne fisrnuk(nr;see lisp dfie sedeTmss LreW ee0e TDD WT.+ai.Vil.TFa(eel's se-pus,lid:ep<nhnon.s.aalilry Anthony T.Tombo III,P.E. rA eseda3 Fass11truf Win I,let resfn!ilndsdtu Mull.0-r`s'A"u1.;ef ilk le Eq Dnpt!'.hssaehetd Ae ll'u!R:adfi:lw to!quit ce K1.Isq !i dike TO nil nifidd Ise due Tress.led"":4mzgf.fuoll f.,ul 6¢x;soilhra nsfmsllhd a 80083 ' INIfft;Dui:ad(esraeuu.t'.rsu'm4 It it,HOW to passt,.1P 9u s.1it!Wet oei.us Seer M.usu;&"pweted4 mnesra see"New 16 Fine.pelsemI:Ta'veate.np.siSAmn use WIsrt-Lus Wiser,l'"s Off If32;—.1 TM.S rJdNur!'u-se 4451 St.Lucie Blvd. r#senise detiad lya bslad aped spa u wnno;It oil persese*l et Thirsts Inip EgaeerIs fCT.e rss:da;Oulau,.,Tuss STs§mEguxre.ojoOL.f.Ali ussLId—ere..dad h 1111. Fort Pierce,FL 34946 (op)Tigh101016 A.I Roof Tmsses-An@eoy T.Tomho lll,P.T.bpredudieo of this domment,in noyfor i,is prohibiled withcul the written permission hum A-I Root Trusses-AnthonyT.Tomho III,P.I. 1 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A18 Roof Special 1 1 A0070580 Job Reference(optional) m 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 15:26:05 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-0J_Q3BOa03gX3YE_FhJS07CsJy3OfX2LZOHdoeyP WOm -1�-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 5 3x4 4.00 12 5x8= 7 5x6Wi = 3 1.5x4 11 2 8 1N T 1 n!v (R T 21 22 13 23 12 24 11 10 25 9 26 6 27 4x4= 1.5x4 11 3x10= 5x6 WB= 3x8= 1.5x4 11 4x4= 3-0-8 1 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 E d e 3:0-68030 4:03-0030 5:01 801-12 - - - - - 6:02-0028 8:016Ed� L( h[ ],[ L[ l.[ gel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 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 FBC2014/TP12007 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, 131:2x4 SP M 30 4-12=-1560/1430,5-12=-129311706, 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 oc 1)Unbalanced roof live loads have been considered puriins. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 2-2-0 oc 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 uid, 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=-1931/2273,13-23=-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, 9-26=-2124/2521,8-26=-2124/2521, LOAD CASE(S) 8-27=-1747/1976 Standard WEBS 3-13=-407/103,3-12=-1412/1875, 4-12=-1560/1430,5-12=-1293/1706, Mni. F:n;eSx[a.J!.usert8t't;t[JF iloSS[Si Si1':t^. tiUtiikNStiosiDiGMS 1kZON(tsl!EI"t:rtpytFDSNEeT;era 1,,J+lsczp—eas{a(!n1 arils udit slats Oagl D-aljiPlie9d!9_'Wlkm(T.link f 1.1.tdaett!Su,!ill.f.n!.dotes 0—iss s!drt to as 100,W.Nutt[aantM P!des sk171t ifrdIt,lit li:�a i—fit 1"T.—Ns a igit r{i l.SPr!lyg]„1LNt!tdlfPfriLglf}t1tEiNi'lSghtlAh!ri{ltiK YfM,41+tl�le!FtOiJ_ih(ti tk!d?!Igi il3r p3gh iiMid`.4^ta20�`!I��tdt,1[dif lPdl,I1!dt!ISFbiF£$`—' al t6T '6Ei;!fi _lh Aritll1. og T. ombo lti P.E. ¢da!et'tsssimtl,ls:.k-ta.ls'yre gws4,Td5r Cwt!:,5eo+ts.'s ia5na<dgNlnSa{:}y(ft''.,hlit!H{rfl{tliC,tk!¢Cttdtd lKil Mdlitj tEh eflRl I.il:irp4lil tl;.!i:On.[ti lit!1a!lt7 tit inss,¢�".:.33a:di;,Ih! t+E-.Cttff i'[!ig I:tO1!a?ft!pu5i'tiI'S c' yT.T 083 na l4lfug Gt4gss W(evrmc tU tabs selMaStT_3woapees a{t gs r::xt!kit+-.�^:(o:gute Sehi,hicrs:�a;Y.iy'.iislel irifltd Skt at sExtenl k I—d;4va.MIleA!s 5e t<;Twn Lts dd>:esil5tts:s odes,!..lts+p 5p:ti.4 T.." usltt`etr,miss ILtlF:'Y.3n+e11,1INS%I Nd{N!tni k¢;:enixmal!et iEtinssorsi EegsteitUi5rlallfm Prsi tceamsSnleaTa:iar:Nant«{d 1'n.attiriLa!vttsu5rthiF;d. 4451 St.Lucie Hurl, Fort Pierce,FL 34946 t ce 1 ht 201tA-1RoofTrusses- TcmhaIll,1`1 Re laducfioaofThisemantal,isanyform,is•rohibitedr;itlioulthewiltea e60issiaatsamA-1GoatTrusses-Whin T.loruboIll,P.L PYs•9 AnthonyY P t r P Y Job Truss Truss Type Qty Ply �StdPac/6511 EL D AO070581 XSPVS6611 DX A19 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 15:26:06 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-VVYoGXODnNoOgipAoPghwLI?ZLPoO_mvogl AK4yPWO1 1-4-0 5-0-8 7-0-8 12-2-0 16-2-0 21-0-14 I 26-4-0 1 4 0 5-0-8 2-0-0 5-1-8 4-0-0 4-10-14 5 3 2 i I Dead Load Defl.=3/8 in 4x4= 4x8= 5 6 I 4.00 F12 4x4= 4x6= 3x4 3 7 0 cc W c) 1.5x4 11 2 8 Fj 1 0 22 13 23 12 11 24 10 25 9 26 2127 3x4= 3x4= 3x8 MT20HS= 3x8= 3x4= 1.5x4 11 3x4= - 16-2-0 21-0-14 26-4-0 508 7-08 , 122-0 5-0-8 2-0-0 5-1-8 4-0-0 4-10-14 5-3-2 Plate Offsets(X Y)— [2:0-2-6 0-0-0] [5:0-2-4 0-2-8] [6:0-5-0 0-2-0] [8:0-1-6 Edgel LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 FBC2014/TPI2007 Matrix-MSH Weight:124 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 3-13=-5161709,4-11=-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 cc purtins. 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 bracingbe installed during truss erection in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 9 accordance with Stabilizer Installation guide. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS I (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 j 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 20.0psf 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. 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 250.01b 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. 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=-117011129, 5-11=-228/423,6-11=-130/305, 6-10=181/430,7-10=-660/606,7-9=0/310, 4-13=-922/906 1 fPuo�Rssn artsTilJ ntl?.fEe"%;IADr ii0S5E5(SiLErr.FitEUt7EUAi t iC>10iP7Mi(DirCY("tNEI"tiC!iDptED6.l';11'fun.tad.itch r>-t�e'tu alas!fats n ditAns Uetip tre.ier{;ODI W do stsnr T.bnSt rd r.f.Iterew:heel lt4rt tsi.54e>vynsist Ot'tf a wt TDD;leh bl'I!'!(t9a:A!ridt3 toll Ye ti�iM: iDOhlt ls`iA ISlI!i33 f:tt!',ldit]3!tf(�t..JrP^t'/!➢J9?ti}b!S!G'iW�J Ev�,fB'Fit3'iL19'1!rhOC ii!l»rShSLFE➢�f2JR?ti'Gj!ttpOS'a�'''h ltl ll!O:ti]fOlta4 tti;12 TiF153:J416�rAliv�Belt,R/tt IPFI,rY.JttItf HRIIj::pS:IMSAP:et:'itE::Sei:ih Anthony T.Tomha It*,P.E. atf na6liit lest hr ar p-3agisA+.eptws:w.?dGtt n!,fit Dxtt,'t tnkual erenu§H= CKr;,,n6t{r.ere:15t0C,de¢(tdP.e ltal YdiinT:t;set1171d.Is!lrPatl k'1alEDtli etrtidf rrl rrtt,n k.sJ mll S.Shpt :atsldbne7 skD It atrufasrsil}d 180083 ' Gt tddurDatipw nsGmmr.AD laks stl tdn3tiC te<xe po xes ai rt:sr:asttE!l:r -E(axamtl5diflttuar.-aa(l`5?lk»'sa!ih:ft eci SE(Ire:t`weac!`r reedr.ii�e Rrlldnishe rL'g+fv.IL-ti ntlltlYt il33l.tit 9fi.�_..C:.mt6:c;l!6rMlU nl ln3f Hndi[«tt,Wktt 4451 St,LuU?131M. ddrr:;e lernd l+t(nuxltpadr it n_iakJl Fclias'mtgd.i4Ltss 6asgl Ea,zm is jai Btltiltitl Dasip:r,t:?rnt S!sfeoE a!r,tl lr!N;Ittq.t;lsgiht:al L:as atnitratf it lftl. For,Pierce,FL 34946 (oP7t,bi CC 2016 A-1 too[Trusses-k1hony 1.Tombel6PE.Re sodurtionofIbisdcamtatinantimm,s-rohibitedwilheulthemilled permissionItemAdloafhasses-Anthoa T.TomboIl,P.E I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A20 Roof Special 1 1 Reference(optional) A0070582 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 1 016 M Tek Industries,Inc. Wed Oct 26 15:26:06 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yH M91-VVYoGXODn NoOgipAoPghwLIOyLQV06Wogl AK4yPWO1 1 4-0, 7-0-8 9-0-8 10-2-Q 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 4-6-13 Dead Load Defl.=3/8 in 4x4= 46= 46 11 3x4= 44= 4.00 FIT 5 3 4 >1.5x4 8 o_ 0 1.5x4 11 2 9 A 1P1 --.—.._`` to 0 20 21 12 22 11 23 10 24 25 44= 3x4= 5x8= 3x8= 3x6= 7-0-8 9-0-a 1 o-2-a 1 a-2-0 26-4-0 7-o-a 2-0-0 1-1-a 8-0-0 8-2-0 Plate Offsets(X,Y)— [7:0-2-4,0-2-01,f9:0-1-6 Edge] [11:0-4-0 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 0.86 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/TPI2007 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 wood 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;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.II;Exp C;Encl.,GCpi=0.18;MWFRS accordance with Stabilizer Installation guide. (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8t REACTIONS. (lb/size) MWFRS for reactions shown;Lumber DOL=125 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 Harz 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. (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 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.Olb 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=-159/438, 5-11=-445/597,6-10=486/413, 7-10=321/491,8-10=-326/484, 4-12=-547/396 Ym-g Piwse 5ssgslprst;t.6:'1 NOT i10sBi Si1111 v 6CNarl lrrks t r UMON{:L';tutt','tU!fl�FINNONLEOSLtNT ltto.inrrr!{i'FepYtSt!Na et!"thoEstttt"rtt5a Grslpakuiep 001c+!6a apiz±pr.r,art ELr.r.Irea±'skfl Ydn<as!.gr:!J 6St?y14t5 to to 6tr D:ItIe XII[N(avttat pldls skt7ttt.Ea pEf1]±gr4h6t tail r5erR3e iftit5 rrg9ltt{t.e,ipP^]ryFapstaf,6e StWt[tFJr.IIf¢RilP.3413'lerheL0.l�l:6ltfi 4C0.5A]Ntt:CJ tSr45i?Slih ltl!lea:tlp,d�=„titrt::sa:p�,ta:axtiatty,taan irll.rn±d±5lp4 t5itEj`t05 FOS��d.N:;:?z.!�+dh tai estA au bass pray kkga!±rupos;::.trfit 0+ca,r±tow's n6et eatpe tart.'.Sz!:zp:-t;�y,roti,win,s:t6±0f_61 lr(¢llRt lxsl lnili ag:�t o0k.A±rppettl d!:;1:Beta¢tpfitla e!tAw.e rnss;nta*.p Arlrnr.shi±:e�5..c.rie sl Y.rop sSeII S±P±re;yasi;ilhd Anthony T.Tombo III,P.E. Ret.dlu9 hvgtt oatteaaat.All a�zs stl±atu'itlact;Ntp:octaulgr...s±,x6±ta:Eq leaWWsdtt lrtaras:aa;331! 80083 wt= +sp neasutner:lvtveape p :ap oat.attar as er<;pmSi@':esorl� db hsstCrtrcas;'nssAenp6tntaalirtssWteltGaer,a:ss 4451 St.Lucie Blvd. Zt ddn.;,e ar°ix1 h,a Ott, l tp±ed qx lt.e;q kr c pairs gttPN.i!t Ltss Doge Erxrn t:r81 fidallop Drsipev.r rtm Spslea E,ttr,d up bilGtq.lii ttpasat:!Rrxs at es attua!u lFft. For Pierce,FL 34946 (epy;igb C 2016 A-)Feet Trusses-Anthony 1.Temhe 111,F.L Repodution et this datamens,in any farm,h pso6i6ited w'stEaul lfie.,41ea petmissiaa Item A l foci Trusses Anphany T.Tom6o[it,P.E. Job Truss Truss Type Qty PIY Std Pac/6511 EL D A0070583 XSPVS6,q11 DX A21 Hip Girder 1 1 Job Reference IoDtionah Al Roof Trusses,Fort Pierce,FL 34946,design@altguss.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?quLcr?Re?LfzLe98RjH4yHM91-RugYhC(QTI_26wOzZwgs90mgKc9BcswooG_W HPzyPWOj 1 4-0 6-2-0 10-2-3 16-1-13 20-2-0 i 26-4-0 27 8-0 1�(1 6 2-0 4-0-3 5-11-10 4 0-3 6-2-0 1 4 0 Dead Load Defl.=9/16 in 4.00 IFI2 6x6= 6= 3x8— 3x = 4 0 cc N 1.5x4 II 2 7 1.5x4 II N 1 8 ]ci o 0 25 26 11 27 28 29 30 10 31 32 33 34 35 9 I 36 37 +, 5x10 MT20HS= 6x6= 10x14 MT20HS= 6x6= 5x10 MT20HS= 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] 13.0-3-0 0-2-11] [6:0-3-0 0-2-11] [7:0-4-5 0-0-0] [9:0-3-0 0-4-8] [10:0-7-0 0-6-0] [11:0-3-0,0-4-8] 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 >280 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:167 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 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 sufficient lb up at support c ce Ib down and 152 WEBS 2x4 SP No.3 11-26=-3024/7798,11-27=4281/10695, lb up at 710 12,115 lb down and 159 Ib 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 16 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, lb down and 159 lb up at 17-3-4,and 118 lb down and purlins. 34-35=-4342/10872,9-35=-4342/10872, BOT CHORD 9-36=-2992/8022,7-36=-2992/8022, 20- lb up It 19-3rd,and 82 lb down and 132 lb up at Rigid ceiling directly applied or 5-4-5 oc bracing. 7-37=-1796/4881 6-2-0, 9 top chord,and 381 lb down and 1 9 I l up at WEBS WEBS 6-2-0,292 lb down and 21 lb up at 7-0-12,292 lb WEBS WEBS3-11 771/2529,4-11=-3206/1367, down andJ21 lb up at 9-0-12,292 lb down and 21 lb T-Brac2x4 SYP No.3-4-11,5-9 4-10=-84/1675,5-10=0/1467, up at 1 o,'yn a d 2 lb down and 21 lb up at 1 own a, Fasten(2X) T and I braces to narrow edge of web with 5-9=-3142/1431,6-9=-781/2618 292 lb down and 21 lb up at 1 n and,292 u down and at 10d(0.131"x3")nails,6in o.c.,with 3in minimum end 21 lb up at 16-3-4, ow lb down and 21 lb 9- - distance. NOTES- 17-3-4,and 292 lb down and 21 lb up at 19-3-4,and Brace must cover 90%of web length. 1)Unbalanced roof live loads have been considered 381 lb down and 191 lb such h connection on bottom chord. The desig /selection of such connection device(s)is MiTek recommends that Stabilizers and required for this design. . q 2 Wind:ASCE 7-10;Vult=170m h 3 second gust) the respo I sibility of others. cross bracing be installed during truss erection,in ) p ( 9 ) 11)Warning:Additional permanent and stability accordance with Stabilizer Installation guide. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; bracing for truss system(not part of this component h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS envelope);cantilever left and right d Lumber ht exposed; umer design) always required. REACTIONS. (Ib/size) ( 9 p 12)In the LOAD CASES)section,loads applied to the DOL=1.25 plate grip DOL=1.25 2 = 2271/0-4-12 (min.0-2-5) 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 ondin Max Horz 4)All plates are MT20 plates unless otherwise 2 = -62(LC 5) p LOAD CASE(S) Max Uplift indicated. Standard LC 4 2 = -1285 5)Plates checked for a plus or minus 0 degree ( ) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 7 = -1321(LC 5) rotation about its center. Plate Increase=1.25 Max Grav 6)This truss has been designed for a 10.0 psf bottom Uniform Loads(plo 2 = 2813(LC 25) chord live load nonconcurrent with any other live Vert:1 13=-70,3-6=-70,6-8=-70,2-7=-20 7 = 2916(LC 31) loads. Concentrated Loads(lb) 7) e This truss has been designed for a live load of Vert: -53(B)6=-53(B)10=59(B)11=-273(B) 20.0 sf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall b 2-0-0 wide will fit between the 5=-115'(B)9=273(B)18=-115(B)19=-115(B) Max.Comp./Max.Ten.-All forces 250(lb)or less except 9 y 20=-115(B)21=-115(B)22=-115(B)23=-115(B) when shown. bottom chord and any other members. i TOP CHORD 8)Provide mechanical connection(by others)of truss 24=-115(B)27=-59(B)28=-59(B)30=-59(B) 2-3=-8248/3265,3-18=-7988/3187, to bearing plate capable of withstanding 1285 lb uplift 31=-59(B)32=-59(B)34=-59(B)35=-59(B) 18-19=-7991/3189,4-19=-7993/3190, at joint 2 and 1321 lb uplift at joint 7. 4-20=-1 2 1 1 8/4386,20-21=-12118/4386, 9)This truss has been designed for a moving 21-22=-12118/4386,5-2 2=-1 21 1 8/4 3 86, 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, iE'edy flelse nuryyJ r!!it!tlie't-I IOG;Ir9SSrSriEBa')6fgf12,rfrNS 8(gkr4t1855[DSTOxr�'ta j.'.CCBLh^,EGiMEM^6:s-Tttif)ttugt gofo�en tad redertn a.!bctrns 7e3q^Ltviy Ir[w"',rt4 ih lttsstpt,rtxlt CI,rE IdfnsE Rtsi kfScf nf.IId!ss Enu+ise sEeLi to t1eTDD,ca'y GITFIf(Il!l'I/r)F'!3r!Id:41it(111 ntrDDtr%!lilt.ASlrER1 DESIgt([glLRffil!.$flrli ff'.!i!!apn:i•111E mJTDD!lgrtsttlsYr7QgA3nnt)!dtSSitidttklF!nlE l!y11311DOd§rMIEs'gkei nks yeTntsbp:ntlnneloD nit,trio igFi.lTr t!s tssfupna.bEfkgmlhn......KrY Anthony T.Tornho 111,P.E. ¢l lsed5's rzss5rmk+!d"ngis lAe rss)nsiFirtrdtk 0.t!ctle0.uise.:svEd Eye9t;IlE rdltilg Du!gur,aha oNnEi hf l4l,c!R;ardne 6E,!k'!CgahWK1.lfya s4 tt h.rE!ps iEhd r80083 nerrGegDEsrk:Erl(<s:sE9!.Ali uas sd atrsMlDO ld nl gird!ts©sg!itdntsdn!pdAy(x)e!d Sdery la'[mten;tof)ltfisW 4g inWSKA—d-01.per ipl—TPH teiws4!nyea:hiaes st rr!sra!tnss Dni9 a,isnsJes saumtnadrnss gavlln;EE,aiess 4451 St.Lucie Blvd. fr<LMSltif:l[t iJorl&'td IEEE!lglt gl xli5t)gJdl)9tfS IEt:'.i!(TitTItSS GEi3,'J rsj tttEil tCt"uia'tag DFs!g9#,Ilt'1!S$r5!3 EynEe!dmr4.il5y.tllE� a!f Y:us In csdda!Iulll l- Fort Pierce,FL 34946 (oppighlD2016A-1loofTrusses-Anthony1.TomhoIII,P.(.Repiodouionofthisdocument,inooyform,isprohihaedwithevi the written permission horn A-IRoD(Ttusses-Anthony Llornb[[I,P.t. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX A22 Hip Girder 1 2 A0070584 Job Reference(optional) -1- 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 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-v4DwuYR531AzXAYIUXNOYzN UOZSabHfxUeFgxPyPWOi 14-0 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 6 v 4x8= 4x10= 1.5x4 11 2 7 1 t: 17 18 11 19 20 21 10 22 9 23 24 25 8 26 2728 29 a ]� 4x10= 4x8= 3x8 I I 10x14 MT20HS= 3x8 11 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 (loc) 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 FBC2014/TPI2007 Matrix-MSH Weight:296 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31 'Except' 9)•This truss has been designed for a live load of T2:2x4 SP No.2 BOT CHORD 20.0psf on the bottom chord in all areas where a BOT CHORD 2x8 SP 2400F 1.8E 2-17=-7150/15993,2-18=-9874/21979, rectangle 3-6-0 tall by 2-0-0 wide will fit between the WEBS 2x4 SP No.3 11-18=-9874/21979,11-19=-9874/21979, bottom chord and any other members. OTHERS 2x4 SP No.3 19-20=-9874/21979,20-21=-9874/21979, 10)Provide mechanical connection(by others)of truss WEDGE 10-21=-9874/21979,10-22=-7076/16006, to bearing plate capable of withstanding 4306 lb uplift Left:2x4 SP No.3, 9-22=-7076/16006,9-23=-9827/22214, at joint 7 and 3675 lb uplift at joint 2. Right:2x4 SP No.3 23-24=-9827/22214,24-25=-9827/22214, 11)This truss has been designed for a moving BRACING- 8-25=-9827/22214,8-26=-9827/22214,TOP CHORD 26-27=-9827/22214,27-28=-9827/22214, concentrated load of 200.OIb live located at all mid d at all panel points along the Bottom Chord, ROT CHORD WEBS an panels Structural wood sheathing directly applied. 7-28=-9827/22214,7-29=-7574/17138 pa panels an rent with any other live loads.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 rovided sufficient to support WEBS 4-1 0=-1 889/4113,4-9=-497/1178, P 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 662 lb 2 = 109(LC 6) Top chords connected as follows:2x4-1 row at 0-4-0 up at 19-10-12,and 1512 lb down and 660 lb 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 (balanced): 1)Dead+Roof Live lanced):Lumber Increase=125 FORCES. (lb) been provided to distribute only loads noted as(F)or plate Increase a(ba Max.Comp./Max.Ten.-All forces 250(lb)or less except (B),unless otherwise indicated. Loads =1.25 Uniform when shown. 3)Unbalanced roof live loads have been considered Vert: Loa ,4-5=-70,5-7=-70,2-7=-20 TOP CHORD for this design. Concentrated Loads(lb) 2-3=-2 32 3 9/1 044 0,3-4=-16908/7590, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert:Concentrated Loa s(lb) 3(F)19=-1491(F) 4-5=-16308/7369,5-6=-17011/7620, Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; Vert:1 91(F)23=-1513(F)25=-1515(F)26=-1512(F) 6-7=-23447/10431 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 21 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 1 1-1 8=-98 74/21 979,11-19=-9874/21979, 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=-9827/22214,7-2 9=-7574/1 7 1 3 8 chord live load nonconcurrent with any other live loads. 41 R'etlq-rL•rie Muttlyt rt•ier Ik'AI IDC`Ilii3 S[llEl j 6EefISf ifWS 8(?Snll[MS fDSTuM ti x1]j:.(klDRtfDSNfR�I%n.TF,iry Stlip Inlndtn nd Rede}t?!m 144 lieu gt1iP Df!viy ITrv;ItL Ift AAmtT.lent!Di,rt Idertx!}Itti t4h'!Ffe.Ddtf3 LIfH"I!t Gdd IE dP TDD,£&( :MJTtinaebtfF'ts!1!t;e2atelfar lfx TDD la><rd!1.1leimsDesflt hysrx!r¢t,S;e;id!r 6put,R!edre nq iDD rerresent re a!uadDe paltnUrd engaemg nyntililad`orllelKXIet DR f!EFTm!!F?'n!I re nt TDD mly eider PrN.iGtdts!gn avmNitq.btlxr!othnxs.irutlilar Anthony .Tomb 111 P.E. ndese dtlshef!`<'IOr lUldieri'tltrt!rmf Wnr dt:tia¢IEt DYI!ItE'S?J:iiN t„�I Wk.ktillieg Dt!IIM',nGSE[mttedl 12:,3?I;(al@th"J Wdaph.dKI.➢gpmld lie 106 minrtidk,dh!inss iadtdalx6 L�.m:vle,aNlda,andNW.Mitt itn!r;w0ly'l y $OQ83 IG I-ePt DFfgx ud Qa:-tai'.2ll eahS!l,Gt if nlTDD sN lm rinitttf Ol jdldClle!!II11!GdLti(t i =n Sdtry lrerntnes{tL'f lrNis&l fT iA nd SSLi nt rely xd5?gtms!�ilmr_IeFl h7ra4tmiSe'a.4:STe!¢d danef d'i!Tflf!De!i3ter,T'es;da.T„Elpsn ws rn!!Mmir.!ertcair. .;q51 St.0083 Blvd. tE�?seddittdllol.SheOegetd®gavnmtigirdlra:Esn!4eiTheinssC+>i�(t3teeri!lCTL`tradagct;:gau,erTn!s5is?nEagn><r2oiSni9rjllicn>r.z>i.e:o!nec!Idaedblrll. Fort1St.Lucice,FL Blvd. (opy7ig51"L 201'6 A-i iooE Trusses-AntbonyT.Icmbo III,P.E.Repmdudiar.of ibis dommenl,in any form,is probihlsed wi@nuS the written permission hom A-I RcoETresses-Anthony L Tomb 111,P.E. i Job Truss Truss Type Qty Ply Std Pac/65111 EL D A0070585 XSPVS6511 DX A23 Hip 1 1 Job Reference o bonal Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Iridustries,Inc. Wed Oct 26 15:26:09 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-v4DwuYR531AzXAYIUXNOYzNXkZSgbTzxUeFgxPyPWOi -1-4-0 4-4-8 9-M 14-2-0 18-9-8 23-2-0 24-6-0 1 4 0 4-7-8 5-2-0 4-7-8 4�-8 1 -0 Dead Load DefT.=1/4 in 4x4= 4x8= 4.00 F12 4 5 j 1.5x4 Z: 1.5x4 3 i6 Less i ,c 1.5x411 2 7 1.5x411 � 1 8 ILo 20 10 21 9 22 o 19 23 4x4= 3x8= 5x6= 4x4= 9-0-0 14-2-0 9-0-0 5-2-0 9-0-0 Plate Offsets(X Y)- [4:0-2-4 0-2-81 [5:0-5-0 0-2-01 [9:0-2-4 0-3-01 JJI 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 0.83 Vert(LL) -0.29 9-18 >962 360 P MT20 2441190 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 Ib FT=O% 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.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 C 1 Structural wood sheathing directly applied or 3-7-8 oc MWFRS for reactions shown;Lumber DOL=1.25 plate puriins. grip DOL=1.25 BOT CHORD 3)Provide adequate drainage to prevent water poncRigid ceiling directly applied or 4-1-9 oc bracing. 4)Plates t 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 2 min.0-1-8 1136/0-7-4- - ( ) '20.Opsf on the bottom chord in all areas where a 7 = 1136/0-8-0 (min.0-1-8) Y rectangle 3-6-0 tall b 2-0-0 wide will fit between the 9 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=-461/641,4-1 0=-1 03/323, 5-9=-104/420,6-9=-461/640 NOTES- 1)Unbalanced roof live loads have been considered for this design. a GF!dry-rl!xeflurgNr rnirw t3e'AI rDCf 11;5S8(SFtIEP}F,EA9:i iErfiSe[DK tii[!iS(3tigM(ElYryjllllCfiifuSNEMi Ix¢lPtiFr SFS!p roE�dPneol reLll!itf ntdLl!E!!DP!ei gl'hlry lR�^j l[i l#AdSLell.iLslE eirErdtle3E SiP47#l'l Re.Ddes!dknul uddntle lltD,sa7 111TFioFnmr{Ye!s1ilR*L:eHuliei]DSvuLdd LeLEss Desge rE{Irstt¢e.S;eaPilr FEtleE pm:edLLELr10U segresmsre v¢,t. edne{Id:snnd erp'eP!!ILe reyLLutilar rste ed'rae!t6F s't!eTass Errei!e nne lC�adt,Eader7tFS.tEe i!s!jxnnupnd.bdaymimxf,snclGr d Esedt4ds irs5!ery leltn is lie rss{x!ikn!gdta O.Es.CED*uisrd:mn!El red r;tiefd!fie Oesi{Le!,aCe nd!ddta ltr,3!IS!evl tl:brdiatryorP Lu rill.lPrygEidd!#IOO Eb-figi edfit Tnss.i'J 5cl a}crgP.iEmAmnL+e tEE!sis5>I!#t#re!{aul:!nd Anthonymo ony T.80083 IL,P.E. ' Mtzlre 7es alfM'rai!.tg Lstnseltv.t�IDDL>rt#,m.s.l.irdn!sdti!wh,rLe "esd hamEn.gw..m,6li MMSI(I.,rd!,-g.t ,.71.L lrii6s,iil.:t milmFS.iMndQll!ns D,d..]!nsges,J Preeer."Ure"!e,.e's �80083 r! r r l { ttr { i a 1 i' t' r �` 44515t.Lucie Blvd. F#u.iu ldudirared•La1)r!!1LHv�YTlaryiy di{GI.Ff iflditi ne iflSS rFI'9 Ery�te,IS IDi'x ral r4F,.iltr,ffi;L!s sjd!9 E1ri1!H dCIDJ2vgLry.rlilq.Sda!1te'os snmdel`ae11a1rSl. Fort Pierce,FL 34946 (op)TightCQ2016A-I Roof Trusses-Anthony 1.Tom6olll,p.f.Reprodudionof this document,in any form,ispiohihiled without the written permission from A-I Roof Trusses-AnthonyT.Tomho III,p.L I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX A24 Hip 1 1 - A0070586 Job Reference(optional) i, 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 Dell.=3/8 in 4x4= 4.00 12 3x4= 4x4= 3 5 Ivi r; N 1.5x4II 2 6 1.5x4II N 1 7 [05 19 20 10 21 9 8 22 23 0 4x4= 3x4= 3x4= 3x8 MT20HS= 4x4= 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 0-2-8) 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) -0.40 8-10 >701 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.75 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 FBC2014ITP12007 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* for this design. 62:2x4 SP No.2 ustsecon 2)Wind:ASCE 7-10;Vult=170m h 3- d 9 WEBS 2x4 SP No.3 P ( ) 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 or 3-10-14 oc and right exposed;C-C for members and forces 8t 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.Opsf 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(Ib)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 Se!riq-lirose tsurgdr re!irr lk-AT 13CK Iusoigufl-1 Rig.,[TEN A(Cmmus(usum,ini'jITIVAIL(@SNEMiix¢-Terdrle�p Irrrntlen rtd reed offis aitis Lei 8e:�c hcvigilrC;rrd Ifx Irriarl.irrh Ci 1.E.Idsexe 4i'tt:a-rnt.odes oh-ise Vilti m A'TRd,rs't u7Tetouemrt%asEfk:euiornxTaolale.d!d.I,rlrn,oeye(rpxa.e,seaentE.p t,n, c!uurmongreseserunae(amtlnL521n tfEbe:llBCngtlf!IIInIS'atlffi2lllSlglfTntfL?l tlttkeNDOtII.CINT!XI.R1f'Sir3flaNn.IICh)(Ottnlll,SedekiU AnthonyT.T cl rsedf slns4nnleiltgnite ns iknirydthe7 er.tleC•sisaS6s!de;c4n!3e ldl(seClsi r2',©F.e rotteg diu iK,aa!::u(lYe 6tdka.k u(e¢Rf.Tke nsddlte'06 and n.fi fd seAht inns.mdedi k '; nr e,iashllsnn ndknio sSilt[.ref'etil:!:hd Y 0083 III,P.E. Zt :60083 IMr,::aeg kr5a!rd Osnnar.tor•:es,etas:sfteTlmn(I><rrmne,T—Esstp Fq hNOQa;cratl SAelr ha•nr6c rfiT pNlsEel4l Til oal s6fAmreL•i arz.hr pe en: lace.IFFl ktias3tnfl!^5'Gnlf[S:G:i`SrR:T1eS:Dt31ItM,T!f51)ei 5(l}R:tr 6T rnlS NdiYIt:9!!I.RRti 44515t.Lucie Blvd. s![niu l�rrilyr(l4'N reed r»e®r,'rmq l!dirtn.n!ert?ni TeeTreu Ce„p rq rtet is lCi ce la...xTC.;;ver,rrT e.sssr.n Esj eeerdmT a.dtiq Ill ry-�,:e>3tros rnml3,el i,RFl. EopyTighll-401GAdFooticusses-Anthonyd.TomboIII,R.E.Reprodudionofthisdocument,inanyform,ispiohihitedwithrutthevri"enpermissionfromA-1RoofTrusses-ArthanyT.Tomto111,P.F. Fort Pierce,FL 34946 I I Job Truss Truss Type Qty Ply Std Pac/65111 EL D A0070587 XSPVS6911DX C01 ROOF SPECIAL GIRDER 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 312016 MiTek Industries,Inc. Wed Oct 26 15:26:11 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rTLhJESLbvQgnUi8byQsdOSsbM623ChEyxkxOlyPWOg -1-4-0 4-3 8 7-9 4 11-3-0 14-0-0 16-5-4 18-6-14 21-2-0 1 4 0 4 3 8 3-5-12 3-5 12 2-9-0 2-5� 2-1-10 2-7-2 I 5x6= 1.5x4 11 Dead Load Deft.=5/16 in 5 6 4.00 F12 3x4% {{ 4 3x4 A I4 I I x4— 5x8= so Ivi 3 x8 9 i v 110 1 n 1.5x4 11 2 LEA, I_... 1 ----- " 29 30 17 31 16 32 15 14 33 13 34 12 35 18 28 11 3x4= 1.5x4 11 3x4= 48= 3x4 11 3x8= 4x6= 3x8 5x10 MT20HS= 4-3-8 7-9-4 11-3- 14-0-0 16-5-4 18-6-14 21-2-0 4-3 8 3-5 12 3-5-12 2-9-0 2-5-4 i 2-1-10 2-7-2 Plate Offsets(X Y)— [5.0-1-4 0-2-81 [7.0-2-8 0-2-12] [10:0-3-12 0-2-12] [11:0-4-4 0-2-14] [12:0-1-12 0-2-01 [13:0-2-0 0-1-81 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.22 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.43 14-16 >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/TP12007 Matrix-MSH I Weight:390 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except' 8)This truss has been designed for a 10.0 psf bottom T3:2x6 SP No.2 BOT CHORD chord live load nonconcurrent with any other live BOT CHORD 2x4 SP M 30*Except* 2-28=-1752/3615,2-29=-2166/4782,B2:2x6 SP loads.240OF 2.0E 18-29=-2166/4782,18-30=-2166/4782, to truss has been designed for a live load of WEBS 2x4 SP No.3`Except* 17-30=-2166/4782,17-31=-2078/4742, 9)`This truss 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-M wide will fit between the OTHERS 2x4 SP No.3 15-32=-5498/13811,14-15=-5449/13694, bottom chord and any other members. BRACING- 14-33=-5705/14366,13-33=-5705/14366, 10)Referyto girder(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 oc 12-35=-552/1479,11-35=-552/1479 to bearing plate capable of withstanding 2901 lb uplift purlins, except end verticals. WEBS at joint 11 and 934 lb uplift at joint 2. BOT CHORD 3-17=-265/340,4-17=-88/311, 1 Rigid ceiling directly applied or 10-0-0 oc bracing. 4-16=-527/353,5-16=-2137/5404, modified. Load case(s)2, si ne 18 must review been 5-7=-5958/2438,7-16=-10462/4131, modified.Building designer must review loads to verify REACTIONS. (lb/size) 7-13=-438/599,9-12=-5389/2045, that they are correct for the intended use of this truss. 11 = 7769/Mechanical 10-12=-3696/9933,8-13=-2101/775, 13)This buss has been designed for a moving� 2 = 2113/0-8-0 (min.0-1-8) 9-13=-1927/4814 concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord, Max Horz nonconcu 2 442(LC 40) NOTES- rrent with any other live loads. = Max Uplift 1)3-ply truss to be connected together with 1 Od 14)Hanger(s)or other connection device(s)shall be 11 = -2901(LC 5) (0.131"x3")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 alnd 301 lb up at 14-2-14,192 lb down and Max Grav oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows 225 lb up at 15-0-12,1688 lb down and 821 lb up at 11 = 7769(LC 1) staggered at 0-9-0 oc. 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 381 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. down and lb down and 781 lb up at 20-5-4 on top chord,and34 lb up at 14-1-9 on bottom chord.. FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 oc. Max.Comp./Max.Ten.-All forces 250(lb)or less except 2)All loads are considered equally applied to all plies, The design/selection such connection device(s)is when shown. except if noted as front(F)or back(B)face in the the responsibility of others. TOP CHORD LOAD CASE(S)section.Ply to ply connections have 2-3=-5105/2034,3-4=-5018/2020, been provided to distribute only loads noted as(F)or LOAD CASES) 4-5=-4620/1863,7-14=-20/304, (B),unless otherwise indicated. 7-23=-14454/5494,23-24=-14454/5494, 3)Unbalanced roof live loads have been considered Standard 1)Dead 8-24=-14454/5494,8-25=-14454/5494, for this design. +Roof Live(balanced):Lumber Increase=1.00 9-25=-14454/5494,9-26=-10265/3822, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate IIncrease=1.00 26-27=-10265/3822,10-27=-10265/3822, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Uniform Loads(plf) 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=-20i 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 26=-1558 27=-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=-5449/13694, indicated. Attic Storage+0.75 Attic Floor:Lumber Increase 14-33=-5705%14366,13-33=-5705/14366, 7)Plates checked for plus or minus 0 degree Loads Plate Increase=1.00 13-34=-3822/10265,12-34=-3822/10265, rotation about its center. Uniform Loads(pli) 12-35=-55211479,11-35=-552/1479 Vert:1i 5=60,5-6=-60,7-23=-60,10-23=-230, 11-20 -20 Continued on paqe 2 Concentrated Loads(lb) Al"-4-Evs!3fIK)i!1!f11?i its 115F TtDisfS'SaLr;vim Ims t rCXUfrlaY3(DTDM"N!ft"1(txOdtfU'e�'Ftl'IXA Trl;fi leSwyi't2NFIS BA!fti!u1!s!!}ti511iS1 Delp D't+itrj,DPtwd a!=s5wn(r,r!ate�P.F.r!tNlu!S1P11 ittnf ss!.Lei!ss O'Snxlf!tS:eE�I!.tTSU,Klv HiTets�!!:v Ades step tors!dhr!a!ID3hte slit ls!Lns C!rp nra!!rlix,Sr!riNTa;a±w a!sedeEe!y19r.Kesmismwgdeadd�r:dessuaa aya'eic4resrtt:_7+hid!!!si}sd? sa}Itinssl:ridelp3.1'3!d.,rskr fPN ix!'¢u.�ar`:ea;:l:afv}crutiees;se'.»'a¢ Anthony T.Tombo IIT,P.E. s!lead!tis Fret btMlz3ylsartsrcei!-^Tddr C.x.,d!Ox!sis!ltemydwxta a}k ys.Ia 7r xe'sro Mf ll(.tt!R;¢!"eltt!I tr19M}!!H W1111.btsif .l rl�!1:-)!alafkrH rttPa Trnt,whey�!itra sUf�e .,z�tis!alknm}s ellledr!ara35lii1'!d �.80083 ' e!t tin�4!sip!faiumwtsi.AOadxssdMahrTDieaC4Keci!sedgxi.s_!+sdh•k:t.yOx!rdsehh(dwassaf,Y.t!}si!iw/i.iNv1S!(Aaemwecalhrsendp;lam.lrF19•'y;S4ae,+.N!smr`ssewl.Lesd3ei ss:!;:ae,msDivpE!sueuafTmss!!!d!Aceer,ca:rss 4451 St.Lucie Blvd. rarrsi;t ldwll(e[wba9 eg!!ly�imh3iyRy�ass hnt.rt it!Tuss Drsipfy-�!!r:is[4i 6r17[ar Drsip<es:'m;Sn!w6;i!,-.den teiltiR}.1`e;pilrt:ailr.n;e!utd�erl itTFF1. FOre"Plerce,FL 34946 (opyigbl02016A-1 Roof hasses-Aribany1.Iambo III,P,E.Rep!sdadion alibis daamentin any form,ispmbibiledwiltouilhewlislenpemissioahemAd loaf basses-AnibaryLTombo111,P.E I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX C01 ROOF SPECIAL GIRDER 1 3 A00705187 Job Reference(optional) r 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 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rTLhJ ESLbvQgnUi8byQsdOSsbM623ChEyxkxOlyPWOg 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(plf) 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(plf) 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(plf) 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 eseuist-FLeu tiuntHeresila tie'A.]ION I1l75srsfun D(R:IAL TIN d(DRDOIORS(3STOV.rIL7]';A(AROR1u,'UERi h,..Trdr Asitells..0!rs old reel a91s Rt)SLeii Des p Dll.ill[Irv;Wife WIRTL Imb fl,M.lessens S!e!I Eshre es!.Ddess filler+fist stdel esA,TDD,ea'y MJTI3<leem.,I''sslsfIIt,elh Ib T)DI,teelDA.AieT!eSSDCIIIe(eQuFr{I.!.SIlilillr TldR!frfl!5!dee Rr TDDfeF[eied116f@�L;edlle pol!sslad1ct ef!'Ie@IesrliliYilC(S'h1IK'[9fltke ll�¢TRit d?Iaellte,TDD,eIT.trTtrI..le[!Stt❑SSeaWild.Ilt��Flf6e(In0e1,1F ItYiLI!f Anthony .Te 26 oie 9t6s Im"s In rdlhlo,IS Oe res dil d@eO-r,MOnitssdsrsd�>ellr Ike is hi Desi R-,ni tkmetedd to lt(,ts!3:u18e Lsd LA'E: rode¢:rf 1.Th let IN ele Meld ese dbe Tnss,ud Mq l--T%.ssn Y mbo iII,P.E. I @ m ! Ri } 9e.iesbleMuudtrerns5dlyl.. elcatil.hd «80083 I Ile A§:eaDD1114 if. otll f,p.I se glydflDDM ndal.T tfuss eApI n!GdGq(wT enjOuilles.,Tre;ssyst.. rose,e.. Sldi nenld xedhr teun!pAna iFrl teienlettsp'a:4-taes mdar..eid!!ei!mh:itFer,T:!ss Desp9piersss foss Yaads:'anr,Ross 4451 St.Lucie Blvd. eleriu tdilfdit❑OmmepedaRerexmMy lydlTmss lndud.lSeTreu Cx,i�Esj lars;RClrs to Ur.!.fraer,rtl•nt STC!a cyneer r.orinl4it.Illsn�,_7eikros!oem l+taNL1tH. fort Pierce,FL 34946 (a rieh102016 A-I foal hasses- TDmbo III,P.E.Re redunion of this domment,in an IDr Is robiRed without the wi0eo ermission ham A-1 RoolTrasses-Anth❑n LTombe III,P.E.P1. AnthonyY P any form, P P Y { I Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070588 XSPVS6311 DX CO3 Common 5 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 15:26:13 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-nrTRkwUc7WgOOnrWjNSKjpXBsArtXGXXPFD24AyPW Oe 14-0 5-10-6 10-11-0 15-11-10 21-2-0 1 4 0 5-1 0-6 5-0-10 5-0-10 j 5-2-6 I 4x6= Dead Load Defl.=1/4 in 4 4.00 12 1 1.5x4\\ i 1.5x4 3 5 I 2 n 1.5x4 11 2 ", 1 e o e er 18 9 19 8 7 20 17 3x4= 3x8 MT20HS= 3x4= 3x4= 4x6= 7-2-11 14-7-5 21-2-0 7-2-11 7-4-10 6-6-11 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d 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/TPI2007 Matrix-MSH Weight:92 lb FT=0% LUMBER- 1 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.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 I BRACING- grip DOL=1.25 TOP CHORD 3)All plates are MT20 plates unless otherwise Structural wood sheathing directly applied or 2-2-0 oc indicated. purlins. 4)Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. 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 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 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 truss 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, 6 = 936(LC 1) nonconcurrent with any other live loads. 2 = 1063(LC 1) FORCES. (lb) LOAD CASE(S) j 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. #stag N:su 3rEejv'(tttl?u Ne!EDD£ildiili;•ii:!El r.EESEtgt irnU.i fiCCgOTi4Xi(ClCN�to±a",d:ttD&![0:'1.:'tl"tm.tadr!!e�trme'as tx!nsd netts n Nit?sns Gayv[xtsieg,^,pDloiS:triasiT.rt:ge IC.t..tdatenifetiitltrt rs;.'ct![E�nxi[E[..:N en"t P'-0,+dr xiivt vantfu gldts shall±EstdlErAt tD3lE kttfii Ss,l.'tss Desira Engiuer;le..igeEaryga?al Ne seC eE¢;i'�tYSRifSin)1!ghIQSIE'!r:dni:EpiYJiS3iaiE�ttSg.7i[1!hta'.t',lStli➢d!A?iligltilriS EtglL:lpi±i:'Dnlr,h{!(IMI,TkltSl�FniE2j::tnS;ii57b1 aL:'kE:;±?"i$'At! Anthony T.Tombo lll,P.E. tElE±±dltisi±tss l±logk'!ag!s!t:n:ps,s;:yd6tCml,N,Dxw'[vlNaktl,gednAt tdeg itsrr..NNt± te!etNsltLNtlt(eed Ne lnd nl#ng±[Mutli!fI.Tl±gpnddS±iDCettashll radN,Tnss:utk'at 4nNvg.slutgt,i.s".iu al taeg sldl t±A±nimsed'pd -80083 NtNE ttn�tluagkr'v:osAip 1v!dn!u{hEarxho-RPta.lA lelp asEk4i�.='e dnheTgausirnt i&nvdp±tttic.aietst eiEnlsgsx Pit:i::tEpss hdSMamta is'€tQg':(NnxtllEEtileltlu ig dCottli pMticrsta:hmagls3 SEtd JeiasE:vrM ai ta+idhm,a,itiE!l(GAe ai-e!r?E'fatgeEDs;tlliakl k6;•arsdage.nitEtxefen rTllitQll%z-!1a.s tie:E;Jsns+gir.`tsn!lAxs olio itsisE;'CY,'itts€uI ysEq:teu nlinss titvdndwa,w':±ss 4451 For Pierce,FL 34946 (eprtigEl02016A-lpedbusses-ArtbeayT.tembe III,P.E.hplodul1t00Ct1hiidommSn1.10 any 1OSmjspi06161tedW1160UI1h.livenFelmissin fig.A-11001 busses-AAi60CYL10VIO01,P.E. 1 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX CO4 Common 2 1 A0070589 Job r Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com o tional Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 Reference2016 MiTek Industries,Inc. Wed Oct 26 15:26:13 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-nrTRkwUc7WgO0nrWjNSKjpXDMA2XGaXPFD24AyPWOe 1 4-0 5-10-6 10-11-0 15 11-10 21-10-0 23-2-0 1 4 0 5-10-6 5-0-10 5-0-10 5 10 6 1 4-0 4x6= Dead Load Defl.=114 in 4 4.00 12 1.5x4 1.5x4 3 5 2 1� 1.5x4 II 1 1 2 6 1.5x4 N 10 21 9 8 jo 2z .19 20 23t 3x4— 3x4= 3x8 MT20HS= 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 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.30 8-10 >887 360 MT20 2441190 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/TP12007 Matrix-MSH Weight:96 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 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 3-8-11 oc MWFRS for reactions shown;Lumber DOL=125 plate pudins. 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. MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degreerotation 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.O1b 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=-1661/2011, 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. k'rdq Mr.Arnnur,"wth'A.1 IM IMS5 r�Elliti6101,TIN d WIST106S 0001.lydR]!A(t'IOPi M9111i I-'Terdr 4egl lulndt.nA reedoat.ala!inn DeagD3-iglfiv,¢ri Na Ietuf1.TaiDD;li Id—eSimi[,an ne.Ud.s D6a.is1 tied Il6e 1DO,sdp NJTee(tltlfir 11h5 iS�:ie Yi¢I jl¢RS 1DD!2 k rAtL{!a Tffi!DtS gC TIPMEr Ii.l.Sje:tllf EItlM?rl,Re id lB flr TDO ftFe¢SWs.,f@i!r9:e Fi Re TffI.S191CI egbF!rltE r!SJIISiIIm}*De dEsigi Gi N s:S�e Tress d?,id N it 1DD Dill.Pik 141.TEe{?Si1J.feaNllL.It[I E)<IId 1N!,s(It1IlI1"f C.d Ise IIAI!Lmss¢tr !1.1d gISth-spusUr1T 1IF2Ox1ee.IEe o—'s e1'a'Ifd e�dl'Ite{nIr100lsigrt',c Naillnd dtae lV'Srll..160"dtmY.e±nde¢t01f41.legf'ni rltfelDD ul nr liellne dWTress.mddticyky-.44 nqc millea-04.etD Alit.-Es n!r.5i'31th¢} ��hOj1S�T.Tombo III,P.E. ' 6e{nl'e Oes m(cr-IML AI rseretzD;edzTDDladut r�rzsos ed!D¢sdtletai6 (D.¢M5f h'Imtuu;tLR,.DEhsh3t fAMSlfAnerelvemldh�enDr�;dn¢_IFEIe¢tir�;6em s 80083 g 5'e i 9 W F nT 1 1 g TeDialfiesnddd.d6e1!rs!D<siglm,InssOespt,,PtieralTnssMmdD:n!er,ete•s 4451 St.Lucie Blvd. (6f(M1{l If61HIJ4Cle'WI,!¢d TAD ILY'aaytrdi ter of lneli¢STttTI¢sSC¢S131 Eli Iter IS7CT 6x Ia Aay.fagaey lfTft!S Sjresl:gllnfdC9Ja¢dL.q.All fcg,lua!d}'PS lrr tf dd:vN ID1/fi. FO(Y Pierce,FL 349C6 (opyright0101dA-I Roof Trusses-Anthony T.TomboIll,P.E.Reproduction of ibis domment,in any form,is prohibited without the written permission from A-I Roof Trusses-AnthonyLTamEDIII,P.E. Job Truss Truss Type Qty Ply Std Pac/6511'EL D A0070590 XSPVS6511DX C05 Common 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 15:26:14 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-G21 pyGVEugoFexQiG4zZF1402aBHGkSgevzbdcyPWOd 1 4-0 5-10 6 10-11-0 15 11-10 121-10-0 23-2-0 1 0 5-1 0 6 5-0-10 5-0-10 i 5 10 6 1-4-0 2x4/i Dead Load Defl.=1/4 in 2x4 3x4 II 3x4 ll 7 4.00 12 4 i I 1.5x4 1.5x4 3 8 0 co 3 A Lo 1.5x411 2 { 9 1.5x411 Lo 1 Bi 1° Ifh 0 23 13 24 12 11 25 o 22 26 3x4= 3x8 MT20HS= 3x4= 3x4— 3x4= 7-2-11 14-7-5 21,10-0 i 7-2-11 74-10 7-2-11 Plate Offsets(X Y)— [5:0-2-0 0-0-41 [6:0-2-0 0-0-4] 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 0.79 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=5.Opsf;BCDL=5.Opsf; I 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 pudins. and right exposed;C-C for members and forces& BOT CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Rigid ceiling directly applied or 4-6-14 oc bracing. 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 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 i 2 = -529(LC 8) 20.Opsf on the bottom chord in all areas where.a i 9 = -529(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 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 250.0Ib 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=-1 615/1984,9-25=-1 615/1984, 9-26=-1260/1650 WEBS 6-11=-448/690,8-11=338/476, 5-13=-448/690,3-13=338/476 I Lie:n.IImnm'Julmnne•AaADDSnnsrs('011163MTINSa(t��.tnDps(DSTDNtOMMICAADr:ILc OV,1—r tmin U,7,,,,Dnp,0-ig(TIVi.4Ih(6urr.T.hatErd—Sirs)t,�fe:'s.Dd!!sfn,!.!!ecedonemD.saq IATf'cn¢fmrpYx!sl>flkuedUrnx lDDsek.dLLA!eTrns Desgftfy�rxe{I.!,Sxid1(Umrt!rn!s!Nse e,plDO!epresens ea sxast,f:eflne prd!s!!ele!teE.ife'IeF I!!pteflAllO(bf nr rf32Af!nks�fif i:es iet4!l re ne lDD adr,Ner ir�l.Tt:t!R! !eopu�.ndrepfnnnm s.neAi!ry Anthony T.Tornbo Ill,P.E. d sednisTrttsS•upkilRpisiAeasp.ItiiihdlXOn!I.ntDavifia.'af11r91rlkepd!fv9DHgn',a:,e(fehtldhul8(.e!is;a,ItlClefdlaGnsIFFn3R1-I.11ypft dsl rDDmltnM1fidnldneTnss.i>.16epka4^g,sa;npE,ustd!Aifeudtff¢g}Sd 3n f" !.!d ;.80083 ' Ik t:ilx)Des aaQ+.'e[s•.A!Irf:u,e.wlvnelDOfit!ie prmrtesoApie9n!sOWW"(eepafsipd!ry hrmfan;U'.Jjpe4is&:4C ril evil6fAof;fL•x.4!E-1prlm_TYrthuun!.esp!a`wmesssiAaznMil!ns Dfsi3vn,T:fss kipsGpi!er mi rnv Nandr.�e!�;uiss 4451 St.Lucie Blvd. fltMse lduei ppfh9rsd epefA erensmliep it dlpvnts!n9!ei TAelmsCulp Espvefri;ACl t!e Aalar CuTaer,rtTnss STf!apyo!errmjiri7Lsp.ADs �.a!OMos nvcs dd<flnlrtl. Fort Pierce,FL 34946 • (opyrigh107016A-I Roof Timm-AothonyT.Tombs III,P.E.Repmdueieoohhisdommenyin any tosm,ispmhihBedwit6csdthewfitteepesmissieohomA-I Roof Tmsses-AnthnnyT.Temho III,P.E. I I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX C06 Hip 1 1 A0070591 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 15:26:23 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-Vm4DgLctmbxzDKcRITdg7wyyyCGXtpF?ipeaRbyPWOU -1-4-0 8-2-0 13-8-0 21-10-0 23-2-0 1�-O 8-2-0 5 6-0 8-2-0 1 4-0 Dead Load Defl.=3/16 in 4x6- 4x8= 4.00 F12 3 4 0 0 cb ro 1.5x4 II 1 2 5 165x4II All IcA 1 19 9 7 21 20 8 s ` 4x4= 3x4= 3x4= 221.5x4 II 4x4= 8-2-0 13-8-0 21-10-0 8-2-0 5-6-0 8-2-0 Plate Offsets(X,Y)— [2:0-2-10,0-0-0],[4:0-5-0,0-2-01 [5:0-2-10 0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) -0.23 7-17 >999 360 MT20 244/190 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 FBC2014/TP12007 Matrix-MSH Weight:90 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 2)Wind:ASCE 7-10;Vult=170 h(3-second T2:2x4 SP No.2 m p ( secon gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.Il;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 8e 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 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 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.Olb 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 BOT CHORD 2-18=-1900/2128,2-19=-1196/1677, 9-1 9=-1 1 9611 677,9-20=-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. Ke:eiy Flerse tlsnrgFJ.meie.l3e'A I10CI17S53;<tlul%Fitt fEWta(OKOIfIDAS[ISIDNj dtR9'j A(1dCdri:DGrllei f.,101 dmist pue Jen Wreel o:t>saits Less 3,w)-hi(Irv,'d 11,e16.F1.T'lh,I.E ldrene Size?t°verse.We's odh ise dd4 Whe TW,eip F1Jlee(A[Cemlljtes AillHeied(tId*1DDta ie rtld.NeLrts DtIlI0I1SIrS[f{I.e.Spe:Iilp FeelfFerl,3?ieI r1O1TOD elpRiPC.-'1:l el lei rrd:11111d1ti:lFe'Ieg rlfrBtSIIIIIIp SIi!!dE$_tli Dh SewPTreSSdrp adatle iDD adr,oader irFl.Thd:upl nsmpues.Isd:eg usGnns.tMelilry AnthonyT.T as medtlis istsfen Idl6eo is lee res srsikll!M1d 'I' y . ombo III,P.E. y p tk7vszclleD+vitc�mrissle;�llellerrdns0esipesr,mCu:unddl"vl4:,dz!:;aedtl:leedlwte3ndeailP:i.ley;n:edlhtODdeeftie(desedhsinscvdetiryt�`i+}tNnre.bshildieeudknF�r.,sfil!.±k�ree�ul:!:hd �80083 ' Ihlrvdsth'r`eeeraf['mV.Ail wessf!W.steTDDeralnpranrtsrdgndeliusiflet het(.F.wSdrylrrnrn 16rJdIniJIlIwdSKAuerzL•—frail—Iplmn_iF>1k5ee,Mzn:psss,:fiesa.Er.:esd�nUrssDeslpstt,LessDn!S(egnsercolrsns14wfeuey :ess :,g51z800ieBlvd. r4sznudhol11otatrtd onezd apsenyrihy lydlper.:es imdsed,le Tress Lesl�Fnlueer is 4DT C<tm dngCe.g:ier,uTr.s1)Yz9lyisxr daarlrilLap.Afisydv1tons1 mddadIaT1pI. � fopyrigh102016A-IRoaf fuses-AmhanyT.Tamha III,P.I.P.eprodudionofthis document,inanytnrm,isprohibiled without the writien permission homA-1RoofTrusses-AmhonyL Tomb III,P.I. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070592 XSPVSV11 DX C07 Hip Girder 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 Ihdustries,Inc. Wed Oct 26 15:26:24 2016 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-zzdb2hcVXu3grTBdsB9vf8V3WcYPcBp8xTO7zl yPWOT 1 4-0 6-2-0 10-11-0 15-8-0 1 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 Deft.=7/16 in 5x8= 1.5 4 11 5x = 4.00 12 4 A 1.Sx4 II 2 g IV 1.5x4 II Lo �' 1 82 7 jco 24 25 11 26 27 28 10 9 29 30 8 :31 32 3x10= 1.5x4 11 5x10 MT20H5= 1.5x4 11 3x10= 5x8= I 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 0-3-0] [5:0-6-8 0-3-0] [8:0-2-8 0-0-12] [10:04-0 0-3-01 [11:0-2-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 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 8-10 >295 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.18 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:96 lb FT=0% LUMBER- TOPCHORD 2x4 SP No.2*Except* 10)Hang r(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 30 3-1 1=-1 18/999,3-10=-698/1999, lb down and 132 lb up at 6-2-0,118 lb down and 159 WEBS 2x4 SP No.3 4-10=-711/537,5-10=-689/1953, lb up at 7 0 12,115 lb down and 159 lb up at 9-0-12, OTHERS 2x4 SP No.3 5-8=-119/1021 115 lb down and 159 lb up at 11-0-12,115 lb down BRACING- and 159 lb up at 13-0-12,and 118 lb down and 159 lb TOP CHORD NOTES- up at 14-94,and 82 lb down and 132 lb up at 15-8-0 Structural wood sheathing directly applied. 1)Unbalanced roof live loads have been considered i 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 cc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 292 lb down and 21 lb up at down an,292 lb down and Vasd=132m h HVHZ;TCDL=5.0 sf;BCDL=5.0 sf; 21 lb up at 9-0-12,292 lb down and 21 lb up at MiTek recommends that Stabilizers and required p p p 11-0-12,292 lb down and 21 lb up at 13-0-12,and cross bracingbe installed during truss erection,in h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 9 cantilever left and right ex exposed;Lumber 292 lb down and 21 lb up at 14-9 4,and 381 lb down accordance with Stabilizer Installation aide. (envelope); p and 191 lb up at 15-8-0 on bottom chord. The DOL=1.25 plate grip DOL=1.25 design/selection of such connection device(s)is the REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water ( ) responsibility of others. 2 = 1836/0-8-0min.0-2-9 pondin ( ) g. 11)In the LOAD CASE(S)section,loads applied to the 6 = 1841/0-8-0 min.0-2-9 in All plates are MT20 plates unless otherwise ( ) face of the truss are noted as front(F)or back(B). Max Horz indicated. 1 2 = 58(LC 32) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. LOAD CASE S 6 This truss has been designed for 10.0 psf bottom O 2 -1042(LC 4) ) Standard _ _ chord live load nonconcurrent with an other live _ Y 1 4 LC _6 0 5( 5) 1 Dead Roof Live(balanced): Increase 1.25 Max Grav loads. ) I ( ) 2 = )2180 LC 25 7)*This truss has been designed for a live load of Plate Increase=1.25 6 niform Loads(plf)( U 20.0 sf on the bottom chord in all areas where a 1 = 2190(LC 31) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Vert:1 3=-70,3-5=-70,5 7=-70,14-17=-20 bottom chord and any other members. Concentrated Loads(lb) FORCES. (lb) Vert:3 -53(F)5=-53(F)11=-273(F)10=-59(F) Max.Comp.lMax.Ten.-All forces 250(lb)or less except 8)Provide mechanical connection(by others)of truss 4=-115(F)8=-273(F)20=-115(F)21=-115(F) when shown. to bearing plate capable of withstanding 1042 lb uplift 22=-1115(F)23=-115(F)26=-59(F)28=-59(F) TOP CHORD at joint 2 and 1045 lb uplift at joint 6. 29=-59(F)30=-59(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=2173/5417,11-26=-2181/5487, 26-27=-2181/5487,27-28=-2181/5487, 10-28=-2181/5487,9-10=-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 wedq-flame ttcnrl!!r,¢ein ft-%-110Cf 1115f51'fE11I W111 TIN (OA6918Af I",T01 hilp re!zden!r!ro-:9odes d1lislnss 9essd,!*iy11rv""ud Ita AAual.lx!!C;l.L ldreem!flniEaare al.Od!ss rlker.ise dddali tUA,w7 lATeiuexerm rxxs slbiE!AsN br ttf l3Dla EerdiL!!Airns Desryv legnep.e.f,eeienrr!d!e!r;,tEe ednorTDO,!rre:eds¢rxnp„�:eene poleui!vderko!!:i!erq!mllltlt bneln:cael lEe s.eleTn!s ler:n!1!e Me TDD a!¢;rder irFl.itxizs:je nualnrn.l!d:cl n!enx!.s.Akifn Anthony T.Tombo III,P.E. CS osed•sL nS•1!J ldlini ltlaeRSr!1!:ilii)dMdOMCt!l Ur.ul!4!'.9'L+d-4!!Ilelafn U!fq[u,nkx melertdlulC tfeR;beNl6ed Ea'Esgsdcnf RLl.He gync(dtklAA!>an,tielinedh!Tnss.u9r6ylad.}nge.,uh7giu ul prrsy slil ,M_resiD 'd a80083 I IEaE;if.eT)esrzrdQa9rno!E:ut!sear!ah1DDWlnr,ataesmdpiedn!sdtE!rnl6ei(!e!•tlfdryl»m!tia76frrl6steE1171rJfe(4!rnlrxe;'npend�:euc�TrikhnstE:r!sµvild:msa9en_.ftt!1!esslgsil!re.Bnskiugenmlinfstlsadea:!ewsss 4451 St.Lucie Blvd. e3arHse ldi!dlre(!4•�eped a>,rnrriaq lydllert:as ie!dsei hTnss rrt�ar�nue is AGi l�dal.a,:lsw,eT+!sfrcem tynxr d:mTlreliisl..ln mr_..adk:os oats ld>ednREL Fort Pierce,FL 34946 (opyri;bt02016Ad Roof Trusses-Anthony T.Tombo111,P.E.Reproduction of This document,in accifirm,is ptobibiled without the wriheo permission from A-1 Roof Trusses-Anthony T.Tombo 111,P.E. Job Truss Truss Type Qty Ply =Reference D XSPVS6511 DX CA Corner Jack 30 1 A0070593 nal (- A1 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-R9BzF1d71CBhSdm Qu 8CL1OD067LIIIA77 V q 9 g UyPWOS -1-4-0 0-11-11 14-0 0-11-11 3 4.00 F12 2 1.5x4 II T1 1 Q° 4 X 3x4= 0-11-11 ' 0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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(rP12007 Matrix-MP Weight:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others of truss BOTCHORD 2x4 SP No.2 OTHERS to bearing plate capable of withstanding 220 lb uplift at OTHERS 2x4 SP No.3 BRACING- joint 2 and 27 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc LOAD CASE(S) BOT CHORD pT Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 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=S.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. ss:vqrl:tu tlutgH.rs?ier lk'41 i7L-[r�SSrS;^SF(1Fl",t 6F69:i rFWSd[9FCRIOrS(7S10k,j El4]'J l(ClCitf'vGN.EMi Iwa.ie.�desigt rytavm t¢d nJ eM!s wtait l!Ev ge:.g.SLnAy IfCn erd lks lEtlufl.Itx1¢fl,Itldnat Re9ikiSre est.Ilci?n Etkn+ise lldel tr tle Tt!0,¢dy klieiuvemrjtes sldlF:rselfrt rle iDDt¢'ve tdiL A!eimlDesip hgirsv(I.e,Spe!Idry bate?rNt7?udn uTTDD iegreseds¢m¢ra:t elite lyd?vinderk:etsl¢g re3lteAlilttd'¢;toe dts:gnr,trt5'curEi:usd`9!I-lltilel�[!¢dr.vNerFi'FI.1[Sd?sgJ mvupmes.6cC:E�;teCincn,stiul!Iry } t'�¢lt dnn TieiS4'tgltid to fist RSlttnFllih ACe(I'tl!r.IbD+¢t�3ed:�¢'iled FgEd IEIh IdId'IEDl311e',mNR!r¢hddlLler,9?+S.ultie lvd6rsldvd ME¢lR:I.le Ep;nm!¢f the iDD aal e¢:De(d rse e[12e Fnss,rta'gl�risg.sn!tg!,@shldia nd be[ig sed .I:E rzsItaSS:':h¢t An-hony T.Tombo III,P.E. ' uet t1's+,rrrllkm:•rCm.egm'esSOW.th,TDDeAinmatre!ad i•IvSdthUIN11(¢eadSd leiu:•ntliet;tGtNskeiel?IwISI[,Smerelerzueohie¢enl Au•_lrblk5xs'lzrzs 's�:nesEtdE..cnse'.:ktlrsslkatv,bassgef. 3 vrHfrtssMa¢dt^e:v,aass V80083 t sn 1 - I t ¢n r t g F r g r t 4451 St.Lucie Blvd. ta:Ff+IltlAlt[�Yr86]}'Mf)rtFd¢?1111Yflhtjl(dI1M:fSIE1FI1lLTILhttSCE3131F91tttrlfXClMxtr#d3t.fSt1Ef,1(TftESSjP:REiTll:efdClr3itDf!Ay.AIIlC7:d'3?9Y'OSIrtt5dP11P11¢1PI1.Copyright(fr201dA-IRaafTmsses-AnthonyT.TomboIll,P.E.Reproduction of ibis document,in moryform,is prohibited without the written permission hom A-]loof7russes-Anthomyl.TombD III,P.E. Fort Pierce,FL 34946 t I Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070594 XSPVS65'11 DX CAP P Comer Jack 4 1 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 15:26:25 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-R9BzFy d71CBhSdmgQug8CL1OD067LIlIA77gVUyPWOS -1-4-0 0-11-11 1-4--0 0-11-11 3 4.00 F12 2 1.5x4 II T1 i 1 4 3x4= i 0-11-11 I LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d 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/TP12007 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 27 lb uplift at OTHERS 2x4 SP No.3 joint 4 and 220 lb uplift at joint 2. BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-11 cc i LOAD CASE(S) puriins. BOT CHORD Standard Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) , 4 = -27/Mechanical 2 = 201/0-4-12 (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. I 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 8f 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. 6e61 Fleuet4ngNtmlievfle'Ad iNHUSSISrA(IFC16ER:1!!MIsn0Ei MNS )esp 3rr+iy liCvi 21th L(YNfT.IEd:1)4I,FEItItftAf�leh(:432%E.011efe tMef/ISl nd•J I6NPTIIO,4LL� ' ViRka-mr Flmts Wit-uel fit tte T3Dtalertht Aseifess Duitf h(Yeft;i.e,<.geafly EffWerr"u:sffln e,yTDOrzp!esemset one;saa fletet!slnsiffcl er;ef!�fefesTffulila14�5fe1sip,11ee sVtTnssie'zlelfe Ile Too oflrvier1i11.T1x Ls:jt nsfaNifn.6rl.ep nfMlw!.sftlfliLq Anthony T.Tombo III,P.E. r,fsedns Tzss4•uF tf lfieg isrkr sFxnT;imdCe P.ur.4eDwvisfa;-efeevsesk lai/�ff Duisce•,n: netxftdsif n(,tbKeel fit lend W01s.1-1 Mi.Thni,a]arm IDD I3IfN IItII se mtieTnss.uJtfialadi�.ss�ge.nshDain®dNftiT stills ts.•tesFaue:Trd r 80083 hHlvfils:F:xrtlresamu.A111-1 mmistutie:el—d'.Fetes!Pit—Ir( 4451 St.Lucie Blvd. deviuldited Ito6>trtm tFited tpn it vrilq It difunes uOd Taelnss cutrslat-r is INN 14.1 Cuiper,rtTn-sSpl.IaimimolI-Al.Jll rya:-atdk:es ue es ddadnTEfI' Fort Pierce,FL 34946 (aptai1in02016A-1 Roof Trusses-Anthony 1.Tomlin lll,P.f.Reprodurtijan of this document,in antrionkis probibifed without the written permission hem A-I Roof Trusses-Anthonyl.Tornio III,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX CJ3 Comer Jack 20 1 A0070595 Job Reference(optional) c Al Roof Trusses,Fort Pierce,FL 34946,design@altmss.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-vLIMTMel3WJY4nLOzcBNkZaZyPQ?4C?ROntE2wyPWOR -1-4-0 2-11-11 1-4-0 2-11-11 3 4.00 12 M O m 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 Ud 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/TP12007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOTCHORD 2x4 SP No OTH 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 90 lb uplift at BRACING-TOP CHORD joint 3,221 lb uplift at joint 2 and 11 lb uplift at joint 4. Structural wood sheathing directly applied or 2-11-11 oc pT LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,M7] 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.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 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. 6eniq IlessetlmrdSl.mir+lb:'A117GFIidii'S(i[LLEl'1 fd1ltAl R1WS8(OX 111AMS(7S19X(Slrtf3';e(EtlL5�461EM�Ix�.ye:tlp eeup pxraJm nd reed nNesufaslev ge yS ihr.9+I llrr 41k,Atlhurl.Itx•.hG?1.l refsexe 5l:fl'nbre ns.Ocless 0.1-ise 9duI.rMIDP,w7 Nlieioueslsq:hssldl Se reHrtITa TDDts he.dd.As.Tens Desips hpax(I.e.SRusNp 9pre:;).14:sad is nyTDD rsereseds a u r=t d Merrsl:ssUa7xI!m!r1prespoluat for lee ees:wr@es!uple Trus dhrned-seth TDD ulp,eodurRI-1.Rx despo nvapisn.lid:egmemus.srtlNilry, Anthan T.T C1ne d!S.s TOfs4•sn 1.1611,lye res-N dNe1-04Qrn'SN1*i2deYE er tSerdldsDWn.,.Ne nded d lO It', 11f ndN:h(d tar! fade ud MN.11 rru'sltte!DD mi ser field nerftk TOSS.i0ft e:,di4 sgrue•iufillsfiu ud Wd s4d,tA tt•�- !: Y ortlbo III,P.E. P of r ! Rp 9 zp a pass hd u 90083 Ne{tl'l eg7es�rx ul CfC10➢!.Al.u'es ssioa;attelW sul lie p2rArtes md3sild!us dNs tnlGq(srzp MSdet(laumtlier{617f,peNisled 4i ltt ud SllA u!enlenne 4r peen;alua Rrl Eefins'le:ty[fi:9if'AlSndf+_e5d!e:T!nSD2siSler,Iln3 gain E➢PxmlTmS deidtne!ef,ntSS 44SL St.0083 Blvd.dumse lduu!If.(e9:N aped egnn rrmeplp dl pen es hxdsei Tleinss Can�Fuyuer is dClN:.e lv dap.e;:gux,xT�ssSpx:mh;uerdop onlfiup.lllcyJued t:os xe n ddad hill1. fort1St. ,ci Blvd. Copyright 02D16A-IPootTmsses-AnthonyLlfumbe1113.E.Reproduction of this document,in any form,isprohihhed without the written permission homA-I Roof Trusses-Anthony 1.To mho III,P.E. 9 Job Truss Truss Type Qty Ply Std PaC/6511 EL D A0070596 )(SPVS6511 DX CJ3A Comer Jack 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:26 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-vLIMTMe'13WJY4nLOzcBNkZaa_PPG4C?ROntE2wyPWOR 2-11-11 t 2-11-11 4.00 12 2 T1 t' o e? 1 0 81 8 3 0' 0• 2x4=7 2-11-11 2-11-11 { LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.02 3-6 >999 360 MT20 2441190 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 FBC2014frP12007 Matrix-MP Weight:9 lb FT=0% LUMBER- TOP CHORD 2x4 SIP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 84 lb uplift at BRACING- joint 1,96 lb uplift at joint 2 and 18 lb uplift at joint 3. TOP CHORD P P Structural wood sheathing directly applied or 2-11-11 oc 7)This truss has been designed for a moving purlins, concentrated load of 250.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, Rigid ceiling directly applied or 10-0-0 oc bracing. nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) i accordance with Stabilizer Installation quide. 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=S.Opsf;BCDL=5.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 sf bottom 9 P 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'e!dryPlease NuatlHrrseisa l5e'AI IOPr 1I:iSftS rirlLECb 6ES3SifE1HS6[DFDIIIAtlS[gSTDttj tlrl7'j:(CCCi.7rPSAtENi hrr.fe!di dttppuEadnsEzO red EdesnihisltEss Dei:gso!aviy iioJEd lkt 7atlutl.Irsll C,r.Llderexe Slesl Stio�ese.Ddnsttka.ise Adel tarieTDo,cei7 4litknEumq!E'xsstilielsedbt HxiDDsale tdiL 4lefrm Desill rlyi[SM(L!.Sde[IEDY FttltEefyDe id 11 E1fiDD npteitdt Ee mECxntd 111 pteiet!hid RlAurill re!p1lntliai`:It tit 15VOte st;.efn!shP.MEea,TDD uolf:,d014.bedn:�as!InpriEc.hdsg olanx!,uatlarr Anthony T.Tombo 111,P.E. cd lsednu is;sStlry telfiyit the nspxahllmd;40aur,nt Orui tet`s!ittd yet es sle rnifue Desitnr,wthttuhttdfia i2(,tl!IS(ultle le!dta'{e;!Els txdrftl.Ile gjnsd dtk rDO cd n.keld nedhefsns,mdt6glad!ic}sR!ryt.bsMCuud ketshilik:t;!t!raao3'�r 11 S 80083 f &ttdingOts4^x!ErdQs.-les.Inntxs;1Wm ff.notol6,tmmstmSg+!L•In!sdsl!lanwl(tarostaWar enEnnRCf.reNisk:diTAmdSI(Awrel—dfitgrmtlridute TPA k5rat4rrtspe s':nestad6'.e1 f!a!Ds!ilver,lwsun:ra6prttmifnssMaadln!et,azss 4451 St.Lucie Blvd. ESe.iu dAed lye ht'ed eg,ed qtl It rdn Sfdi ptr:ES lm;ised ileinss Crsl Eal rcnhdCl@etx dng Cts!gser,E!Tnu SSYza zlilxrdags>uBry.Ill tgw7d4rns uem ddodhir(I. j Fort Pierce,FL 34946 toppighlD2016A-I Roofhosses-AnibanyT.Tombo Ill,P.1.Replodudion alibis documerni,in any form,is probibred wiftut tit wriffen permission here A-]Rooffnsses-AnthenyT.Tornlo 111,P.I. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX CJ3B Corner Jack 1 1 A0070597 Job Reference(optional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:27 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-NYJkgifOgpRPixwCXJicHm7mupnVpfEbd RcnaMyPWOQ 2-3-11 2-3-11 ' 4.00 12 2 T1 1 f2 o t? 0 131 3 2x4 II 2-3-11 2311 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 6 >999 360 MT20 2441190 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 FBC2014ITP12007 Matrix-MP Weight:7 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection b others of truss BOT D ( Y ) CHORD 2x4 SP No.2 to bearing late capable BRACING- 9 P pab a of withstanding 55 lb uplift at TOP CHORD joint 1 and 40 lb uplift at joint 2. Structural wood sheathing directly applied or 2-3-11 oc pT LOAD CASE S BOT CHORD Standard ( ) Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 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,11;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. Mild.P'wse L'+algilr;n4g#!'C;IFJCttU;SES(5»iTr}_:CECtt IEW.S6CGXO?i17YS:niCM;"tU!TR.':IP6itE0cY.11"ra rndryereprltt!a11t41ea!tiltsxMit'n116efyt fvtritl DBitaitia ec'izy T.G:!!I�rE tt&:ae S3,tI S!I!!f tf:. Gt!i OSt!�14!1'CN iG i!Er O./Blr WrllttCl!!f!n Platll fhll Ct tit{}ff 7t IG=It It lk:it�3 a IRfi CtI!ee(g31t!!f ilt.,SCna:Y Eaj�a.Yl#L 1tlt Gf li9 ifYEitT1 fl ttRP!�L:9!#:rFi!Ht:Ftll:J-N.ttlif ltlFFE?J:M tN#tE=.fipe d!it sitple Trt:s C:pi^lCask T9 nll,ett:y 1P41,f�±�tllji lfii3rkel,It:S y fie';t£[;±e:!�!i:llp gd t;eH Nis Inn 1111sy kr.gp?#lrtlpt'i Wm oil l two,hl 0"t(1 R#gifdgp 1 #6z;~gNvPr,is 6,"'tr.if tf l:6,19.4at lral C=$'Id, Its nvl 0tiID.4.1 fitU."ill Nlnn,¢6 Anthony T.Torobo Ili,P.E. p nP paggngp.lnl !,x ' ee7bneplalllC::R:P111:an i t 80083 ' ne lrilCtC[vi pa aC,eehaat,iliggel sit tala7tTCtttlF;Tnr..iel ed CaClatftti#its:!Cn(czpumSlNglo-ftra�a!TSup+i::ixd1!ifleM SlUxtntxelnl;x grtt;rl priilxt.R7l lt!ms,�e ltlyglfell:^s?ml Maf gltilT!t?1vli:flCe rnn C}13g Ft�(lit ifliMlf MftB(6A.YHlg1i11 t#lr.i;!Clod CC g Qlhrt tt!td qtg u•rii"xakf o?rafin i+ntd.?!t L!u 6tiig!6g:aa1 i1 t�i fit Isa/iaC prsigglcn?rns STslt¢Ee.itf?<d pC kdlfigC.ra apnl8.d e;n:¢t n tlfi.et it TPFI. 4451 St.Lucie 81A. ( • Fort Pierce,FL 34946 epgCig5t�2016 A-1Beetfmstes�6fiCbonyLlCm6eIII,P.E.Reptoduuionolt6isdsmmsnt,inantlCfm,ispleAihitedx•ifEaullhewrtteapslmissiaeltemA�Ifnclifulses�AnMacpT.lasbolll,P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0070598 XSPVS6911 DX CJ3P Comer Jack 4 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:27 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-NYJkgifOgpRPixwCXJicHm7kipmEpfEbd RcnaMyPWOQ 1-4-0 2-11-11 1�0 2-11-11 3 4.00 12 m o A 2 T1 0 1.5x4 II B1 1 `.. 4 3x4= 2-11-11 r 2-10-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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 FBC2014fTP12007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 90 lb uplift at BRACING- joint 3,11 lb uplift at joint 4 and 221 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc BOT CHORD LOAD CASE(S) Standard Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 75/Mechanical 4 = 35/Mechanical 2 = 246/0-4-12 (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. 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 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. Bnmq-nerve tliregHrreeieelae'Aa iOCr nDS1(1('Sf00 i r#gl!(T(UI18(DRCiTICes(DSTDr,4 Krta';iaADa:(D;d(n'inz..rKdr dedp rtlendPn an ttCl eaiPI niaif TIESS Dlsp Dfa.lg(TGDIe�1(2 rdlnfl.Tula Dt It.Idtlea!SIt4tF4!i!ne.odtsi dlw.lit ddei letl!toD,r�� klTRuitururr'fxs id Pent hrtn TDD lauEdiL M.Tress Dellp I.Ven(U.5r,.3111 put,at welt terTDD a pears n astpaa El eh Irkssitedlq'enrlag esrnsiWntb:at Oug0nesss.!eTnssdrr l4nlfeIDDadt,ealwiPFi.ifetsya nseoPiw.lerlu7olHnnt,sacefia;r Anthony T.Tombo III,P.E. H'se d@n;s is i4•eq Wet is laen't-Wn.OfNo n.14C-sV!oHnipl a In td!iee Deupr,.1,atld a fu IK,nt!t: 1a!Ted ta:iegoknd MI.ITIl gpaeid Ike INninl figs ne dot Tnstnd'dq kmE4 m;qr,Iemilb"ud WOr"sh r+tninsk:h9 t80083 ' Mtrla7Dts(u!ttiQadin:esse!mlnt&IDDNthp,w.s®dg.i!ln.4.fn!nlinr(wra¢mstleryhamm,,Vr,rENn(e.14inMllfAerrdotnaip.,o!p.dns_iF:iirinslt•t{tn:4:_Tesrxddv,sE'1eLa:Dedglea,l:nsDs:pFipanarin-sYnMa2e:tr.n:es 4451 St.Lucie Blvd. aQms!horn ITo 0vrmepld ape Te vrflhlir dl pmsinsti.ptinss Nip(q-,Is ACT C!toing Dtq1u,,,Tns SrSta:hpenre!oro.1fiq.Alltg,d.s!d 4•ns ntmIdsel lalitl. 1 Fort Pierce,FL 34946 (opylight©1016A-IioDfTrusses-AmhanyT.TomhaliLP.E.Reprodudionofthisdommen6inanyform,isprobibiudwitbcotthewritienpermissionfromA-I Rod Trusses-AntbonyT.Tomto III,P.E. 11 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX CJ5 Comer Jack 17 1 A0070599 Job Reference(optional) ,. 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 15:26:28 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rkt6u2gOb7ZGJ5VP51 Drq_fgYD09Y6Uks5MK6pyPWOP 4-11-11 4-11-11 3 4.00 F12 m o_ T1 n 2 1.5x4 II Bl 1 e• 4 e• 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 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 110 lb uplift at BRACING-TOP CHORD j up � an u joint 3,211 lb lift at olnt 2 d 3 lb lift at joint 4. p � Structural wood sheathing directly applied or 4-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requi7in cross bracing be installed during truss erectio accordance 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=S.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;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 8r 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. 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Copyright(0 2016 A-1 RoofTrusses-Anthony T.Tombs III,PA.Reproduction of this document,in any foral,is probibited without The riffea pemission hour A-i Roof Tresses-Anthony T.TomEn III,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Oty PIY Std Pac/6511 EL D XSPVS6511 DX CJ5B Comer Jack 1 1 A0070600 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 15:26:28 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rkt6u2gOb7ZGJ5VP51 Drq_ftyD19Y6Uks5MK6pyPWOP 4-3-11 t 4-3-11 4.00 F12 2 T1 co 0 r o 1 sG B1 G 3 3x6 11 3x4= 4-3-11 4-3-11 Plate Offsets(X Y)— [1:0-0-0 0-1-3] [1:0-1-7 0-7-41 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 0.44 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 WEDGE rectangle 3-6-0 tall by 2-0-0 wide will fit between the Left:2x4 SP 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 pudins. to bearing plate capable of withstanding 65 lb uplift at BOT CHORD 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 ouide. 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. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;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 8s 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. vmaag-ti!aif iliite;itjei1hM Ih!1.1 I1efTluisfs{sfta;.Mut110"L iDXD+UIX 15109MI"inttt7}ap";VEtrIV..rtP4 chit;.antis"!miul'snfnT'.sD'S4,NO.;([DD3td=1:hE.!T.T1S1e la.r..We—Suit t.,"t.eue:3 m...Ni S-,W. MNTD,M1y tflTet(e13tLSEP g151±55fe:I tt iSElfCftt±ID itittcitt59T'NS:t:O'Rg3±tr{it;rt'al[ty'.v.±(§6,Sty a aq ro 149Tii.Era±M'JI±0,t±plmiiwr.1j9±!qusgF5i3t?tti!E£b:t1J±/fY!$Ii31i TR:5t±;4dG6a�±T:D Oele,gl�p!ItFi f'I tt51�A5i4ii��IF t?j Sf«i'i¢ki: �."".!inI Anthony T.Tom6o IN,P.E. ascea s`:14is it is hl¢*f>,-to;!s niEar':n sfNeD e!!,he 0+arseefSar tttepeeta46r x;t .r,hhe!mra 14±11±,11tlt:dtt itch etilia;!edr aafifl-0.r gfuul F80083 ne t.dtng tssigser;atiainats+.sllattes iei aga3±T5:e±t to gr¢m is us q::trxxet!Etta::ixoca).d sex, 1-11 stie±es".AiLn rai tne:ssl";tx::"+rmes,.cess C;s!p I"—ad 4451 St.Lucie Blvd. ' Nieni,s tx?i+d9Tstsearleg!±etepsr:is rriiq kf¢i refits b!d!td.fte Tuss Dtvp fgowIs W lisinitieg 0014r.f!':!esi STsiee Eris±u elan teiltia;,dii a;ihll;±d1±!a±cnad:haet is TFid. For*Pierce,FL 34946 Copyright 2016A-T Reoiirvstes-Arahoa T.Tom6o 10,PI Raiodution of Ibis dtmmen[in anyfarm,is Wilt-0nl the WIAen ermissiae from Ad Roof Lusses-Anihnn T.Tombn 111,P.E. 1 P7r�9 Y P Y r P Y I Job Truss Truss Type aty Ply Std Pac/6511 EL D XSPVS6511 DX D01 Half Hip 1 1 A0070601 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 15:26:29 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-JwRU50geMRh7xF4bfkk4M BCv7dJJHK8t515ueFyPWOO 1 4-0 7-9-14 14-6-10 20-8-0 2 -3-10 11-0 7-9-14 6-8-11 6-1-6 7- 0 4.00 12 4x6= 4x6= 4x4— Dead Load Defl.=1/8 in 5 6 3x4 3x4 4 3 IVI Lr N VIX4 tt) 13 N 1.Sx4 II 2 5 1 m b IC3 •17 18 11 19 10 9 20 3x8 MT20H5= 8 7 4x4= 1.5x4 II 3x8= 5x6= 7-9-14 14-6-10 20-8-0 2 -3-10 Plate Offsets(X,Y)— [6:0-1-12 0-2-01,[8:0-2-4 0-3-0] 7-9-14 6-8-11 6-1-6 -7-10 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/TPI2007 Matrix-MSH Weight:110 Ib FT=O% LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- Ti: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; WEBS 2x4 SP 2x8 SP *Except* W5:2x h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS No.2 (envelope)and C-C Exterior(2)zone;cantilever left OTHERS 2x4 SP No.3 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 4-11-7 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 uplift at joint 2. 8 = -454(LC 8) joint)T i b truss has been designed for a moving 2 = -523(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 = 052(C LC 11)) nonconcurrent with any other live loads. 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, 10-19=-1721/1766,9-1 0=-1 721/1766 WEBS 3-11=0/385,3-9=-990/1013,5-9=-144/291, 6-9=-920/994 2't!uey rlt4:etlsrlgNrrerisr In'f l Mr KMS 1111A901.!TEN8(4u;ATIDkt(gSTDmi 5n]'jriCSCe";iD':MER;'hrm.TtrAy deup pJFadeK tad mid ldxmFos Ltss DK3 8tiviagtlP"u;ud R�BY,Yser1.Tn3!Ci,r.E.tdxtxt @?st!?h•e Kf.Udss F6er m 19t1Ktle TDD,salp 41 PiRk—M,ftes sille,slifulk 15D It atdl AslT—Def1r4Elgrxr.{I 4R1Dt&Gur^v!LOI II BtyIDD ItrSKNISRf2Rd^ul:tf{Itt ptBtlSllBOd"pt-riuretyBtf li[nt9'I,I.p,41ks".7fTft•Sdee.11lt6rltTDD9t11.Dldtr'Fl.-ERFf.yl.,,.`titE!I.SF;.,ei1.!,sinikil!y Anthony TT 7 'C.d f dh.sL ss5•uy rdlhgif l9e rtspn•iEiliR dirt Dll r,tit di*a!tf4'^'ISid Fgtal O'ISl rHirlO Dtslrnf',9:z rmeddlat iC 0 ii:9dlttltr'.Br.SYET RIEr4d rPL-rt[jTRIfId19t IDD 41da8!NlId 01tiI19t IRSi.p�lGt4 t'.�.:y,f�k'6rE,ItfMl6llil tllYllf Illl h tt!(SP�lh It Y ombo II.,P.E. IEd 1,"q Dts Q3 ft'we PNo,w.;.bTD oIn FIRS GI di sdIt lalkelG wSde ta4mdisla r, udd Ey T?I4ad Sr[Ant nlx ut9'x 1,Jnr_Trl khm 1.em 2 80083 ri r r 7 r rtR� ,�esKdS"lsdNtmSSDilglx.TSSSIt.: ��tldrR!fMAtdt !tl.Rt!S 4451St.Lucie_Blvd. F'EF!YISlltdiiteF!0.99:Ea 9grfrd BHtiAC(ARr lydl psr,KH.IIfd.TOl TRSS rt.,x.nt4KfLlDT nB rr rlg.f,igax,rtil.s6trin 4yileerday SrilEag.Al mp�..ted4 R:ne4f ddael is lPl 1. Fort Piert:e,FL 34946 (oppighlCis2016A-IRoolhasses-AnthonyT.Tombo Ill,P.E.Reproduction of ibis domment,in any form,is prohibited without the wtiven permission harn A-]Roof Tresses-Anthonyl.Tomh III,P.I. Job Truss Truss Type Qty Ply Std PaC/6511, EL D A0070602 XSPVS6511 DX D02 Half Hip 1 1 4 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 15:26:29 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-JwRU5OgeMRh7xF4bfkk4MBCx9dKNHQNt515ueFyPWOO -1-4-0, 6-9-2 12-6-10 20-M 21-"0 1�4 0 6-9-2 5-9-8 8-1-6 -7-10 4x6= 4x6- 4x6= Dead Load Defl.=1/8in 4 5 4.00 F12 j 3x4 3WS 41 N v 1 12 6 N 1.5x4 11 2 1 82I� 17 18 9 19 10 $ o 1s 7 6 3x4= 1.5x4 11 3x8 MT20HS= 5x6= 3x8= i 6-9-2 12-6-10 20-M 21-3-10 6-9-2 5-9-8 8-1-61 0-74O Plate Offsets(X Y)- [4.0-3-4 0-2-4j [5-0-2-12 0-2-01 [7.0-2-4 0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 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 No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3"Except` h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS W5:2x4 SP No.2,W6:2x8 SP No.2 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 DOL=1 rip .25 Structural wood sheathing directly applied or 3-8-14 oc g � puriins, except end verticals. 2)Provide adequate drainage to prevent water BOTCHORD 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 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 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 1 2 = 301(LC 8) to bearing plate capable of withstanding 446 lb uplift at Max Uplift joint 7 and 531 lb 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 G'e:tiryrata l4nrydrrtitwae'A-117Cr IIUSS31!ErrEl'{6r61Si 1EWS8(OF 111G5S(JSlgkt:li]'j t(A!C'GlEbMENI'ItB IG'�J�tflrt i[IFnfIIfS CiI RJE e11{t pl lbiln!!Jt!ttIIPY19r{TLSVP M1k AtlYCf(T-r�{3CI,r.LItIGtLt tIt41 E!i'ltS4.II1I!!1!M1M�I!t AGIII IGNFTOP,Li'] NlTeiu¢tVq:fn sUltstseHtrBz iggfa5e tdiL As Cans gesgt hgattll.e.Sle[M1ttT fepulr;th!Lti it HIM agelam onna9l;t 01aIr5L'!old qtwi Faill.0090f at Issi1E'RF VesTM1ss erfi7!h13,M W1,11ett I&T. s:p nnapua.ItM rl utMl!e;,!tetlih;f Anthony T.Tombo III,P.E. RE lit tial TSS!t!11r{911aGlt lit R!IH!iT1111r 1i ClO7,1l,.IitawAff MFOTfd Ey�1!li!{GI1116 g!!I{tt',9ai[Illiddat l?(,irii(Llat ltrd{m!{tg(IIt[Fl IFLI.I{![{JltiL dlit lUD almfitit nlAM1lTmS.ndtat:AG Gg.m!ryP,InM1IM11 f1LGnSf!S3IIAl I?3 rt!raSi:t1r 11 w80083 m{;ez)gts x!tlQual.AIInRsetlm! kTODtlnrrmnnairer9ntstfasGilaq(t�aatittryinhatlxit6frtHiskl7f71trSrGulrtlt!euf5g Tr'IM.Alrettu:'t;:ntssJh:!!srt!TnsDesirtx,les8is:ynTenwlin!sNnur n.ais; 4451 St.Lucie Blvd. t3t,du lt6t(lire(til¢d egtFi cuvuxtaa{ITelllm:ts in:?rti iieTnu r+ssrs3 teetislCT.,era:dag 6FsigGM1,rtl�sz S7s!Si1:UB.'©J Stlliiii.Ill(�:iJa!}.GOSUFE!i>ImtI YARI I. 9 Fort Pierce,FL 34946 (oppight02D)dA-1 Roof Trusses-Amhooy1.Tomho III,P.E.Reprodunionofthisdorument,inanyform,isptohibAedwitheutthewrittenpermissionfromA-iRoofTrusses-AnthenyT.TemEoIII,P.E. Job Truss Truss Type city, Ply Std Pac/6511 EL D XSPVS6511 DX D03 Common 4 1 A0070603 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 15:26:30 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-o7?slkhG7kp_ZOenCSFJvP18P 1 erOyR1 J PrRBhyPWON -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.=114 in 4 4.00 12 1.5x4 0 1.5x4 3 5 2 1 1 ,o 1.5x4 II 2 6 ' B2I4 18 9 19 8 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 TIC 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 FBC2014/TP12007 Matrix-MSH Weight:90 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170m h(3-second BOT CHORD 2x4 SP No.2 p ( secon gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.ll;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 guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6) This truss has been designed for a live load of 6 = 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.Olb 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=-1940/1762, 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, 8-1 9=-1 018/1333,7-8=-1018/1333, 7-20=-1636/1959,6-20=-1636/1959, 6-21=-1412/1590 WEBS 4-7=-526/731,5-7=-353/493, 4-9=-513f725,3-9=-349/488 NOTES- 1)Unbalanced roof live loads have been considered for this design. Kedtp-FL• RIMS 8(p1iDiTIr:4S USIOR OMS.(gMMUD,NEWIm¢,rerd;4tv;t rutatlers n>!real eN!swflisIms8erc D!tviy{rra";trl llt dCkterl.rtait C'tr.E rel�¢xie 1l:et:th2nt.Udtss t"enise tltld to tkt iDD,m.t MJIt1UtEtort pYfS ildl:a eseepr trx nD Ia be.dLL Af elms oesgt(tprxtrp.e,Speadtp Feyuer;.isatd et tl(IDD rtpRSulf teRR};9;t[I II!rrOL=tsllld tCt'eE9116 rHieeflllla(t;I!t IKR9 ti @E SipiP TretS aet:nel et11t 1DD 311r,earef 11.lo!a?SIgOISStep11[f.It[I[jtldlaeC,SiatNO.'( e:l esedaisL ssrtrt W16,is th,up.sibl dN1-0k0-is.k4rizh"I r pe 1611.Dou r,atetttttn d ti lif,tinlS;.1 tie led Wlft ude ad KI.le MthOny T.Tomho III,P.E. R P al § 1 9 RF!ar:dl§t iDD a7d to helLstd6e Tnss,mtlt6z l�Mlitg skm¢,iesh0diu e.t krt gsbdies nu rcsrmsiL!:trd z 80083 4451 IM ri4eg Dtsgxe r!Ct4-Me.AI'm!n Selati a @e IDD eal lie p�rta ms;iidt6ess d nt puke;R¢ry:eul Sdsty Iimrntan;BL'r;p.NisG99r 1A M S6U etetderertd5r geena!�:dvice 1!«I kctslEaaspte.u9Dnies ts0d'a dtltl!ess Dad;ter,i!rs Def;a 6pitrrn!hiss N.nde.".etr,reels ZE tltMsertfiedlp¢6a¢aeyedspeeur!iaegitdlrtraslt,d,eilhernssCulaEeptter¢10i@eDa;eag0tsi;eer,rTnssSyrtzEagnterr:arUdLvg.All teps„ad3ronreasdtA1,TII1. Fort ,FL 3494 (apyrigh102016A-I Roof Trusses-AnlhonyLTombo III,P.E.Reprodudianof ibis domment,in any form,isprohibitedwitheotthewrittenpermission from A-1 Roof Trusses-AnthonvL Tanta Ill,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/651 1 EL D XSPVS6511 DX 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?q u Lcr?Re?LfzLe98RjH4yHM91-GJZFW4iuu2xrAYD_m9nYRcH luQZ41QWAY3a?j7yPWOM 5-10-12 10-8-0 15-54 , 1 21-3-10 1-4-0 5-10-12 4-9-4 4-9-4 5-10-6 2x4 ix Dead Load Defl.=1/4 in 2x4\\ 3x4= 3x4 II 4 6 7 4.00 12 1.5x4\\ 1.5x4 3 8 r; t � M 1.5x4 11 2 1 9 1 R1 IIo 21 12 22 11 10 23 t 20 3x4= 3x8 MT20HS= 3x4= 24 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 0-2-13] [5:Edge 0-1-12] [6:Edge 0-1-121 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 0.78 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- 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=5.Opsf;BCDL=5.Opsf; TOP CHORD h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Structural wood sheathing directly applied or 3-9-9 oc (envelope)and C-C Extenor(2)zone;cantilever left purlins. and right exposed;C-C for members and forces& BOT CHORD MWFRS for reactions shown;Lumber DOL=1.25 plate Rigid ceiling directly applied or 4-7-6 oc bracing. grip DOL=125 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 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 (lb) joint 9 and 521 lb uplift at joint 2. FORCES. ( ) 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=-2085/1789,34=-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=-1 020/1343,10-11=-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 A'adq rletu fluterk)rr.!itxike'dl iDGf nt5i3i AELEC16EA9it 1EtNS 8[DR6111D5S[DSIDxt�7]'j:.CLXDitLDdEa�fua_yudd desip rycaden cad re±d nd?t el H1iTtfss dtP.§a�ISYlayltrtiltrd Dt d[IsFt(T.Ttie>4',LL rdtl?a;!SE41:f3:P F51.Ddttt dslr/Itt fl¢td udPTDD,9LLT ®ITektetthup;¢tsthtt tot eiedfer lle TDD In Ee IdIL As,r.,Dttli¢Eegota 1. re Llr EtyIXY;,n?t?d,.my1DDrelr.uts It mpamedne rrd?stltul'Ite@'Ite uIsfusillai 3:[if d!r110ks'a�Oress d'r.nd It lit IDD ally.McITTFI'ti F'S.T115tta6eiet511 ¢1<¢¢d171N!,ttntElll'] Anthony T.Tombo III,P.E. rlw,het lFeti`<'U!hudiq ltlktreteet itdgOeO—rk 'htfyetfdtk,IDDa>entfili swine inns.ad 6al 'nsh:gt osNlalin nt krgAi Nta rear ack.het z80083 IFhtx'3eDJes:Sn'us Qs"ePa:.d rased aasmtklDD e!dta rraiiasnd deid!1hlsdn!tnlGqrttrr aed Sdeg hi the tCr rtNlstte tl T7l cad SlUu!rdin.Sh' ge¢enla:dmr_Ierl deites3!.ureu.iiia�efalb.i.td3elfnt DttijtN,T!Ksks:rs rayiauesl rR;t kaAdl:'¢�.c rt:tsi 4451 St.Lucie Blvd.elustd ud kin 51±ea¢yed rJot 1, ifiq iy dl Pon. Tceinss Cesip Eiji ceeru lCT:�Cn:dak D!iigaer,trin.t5ys'.!a:Eapt'ur®r 2ti19xy.Ni my�:.z!E.e mtt¢cs det�d Ealtl1. i Fort Pierce,EL 34946 Copyrighi02DIdA-IRcoffusses-AnthanyLlomho III,P.E.Reproduction alibis document,in any form,is prohibited without the w6gen permission from A-1 Roof Trusses-AnthonyT.Iamb III,P.E. 1I I Job Truss Truss Type Qty Ply Std PaC/6511 EL D XSPVS6511 DX D05 Hip 1 1 A0070605 Job Reference(optional) e 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 15:26:31 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-GJZFW4iuu2xrAYD_m9nYRcHFYQ_uIR_AY3a?j7yP WOM -1-4-0 7-10-8 13-5-8 20-8-0 1'0 7-10-8 5-7-0 7-2-8 4x8= 46= Dead Load Defl.=3/16 in 4.00 F12 3 4 n N 5 1.5x4 11 2 0 1 N 131 e e 17 8 18 7 6 20 19 21 16 3x4= 4x4= 1.5x4 11 3x4= 44 3x8 ii 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],[3:0-5-0,0-2-0],[5:0-0-0,0-1-111 [5:0-2-15 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 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 FBC2014/TPI2007 Matrix-MSH Weight:83 lb FT=0% III LUMBER- TOP CHORD 2x4 SP No.2`Except' 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T1:2x4 SP M 30 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BOT CHORD 2x4 SP No.2 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS WEBS 2x4 SP No.3 (envelope)and C-C Exterior(2)zone;cantilever left OTHERS 2x4 SP No.3 and right exposed;C-C for members and forces& WEDGE 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=-1 825/1999,2-17=-1 24911646, 8-17=-1249/1646,8-18=-1246/1653, 7-18=-1246/1653,6-7=-1246/1653, 6-20=-1266/1642,19-20=-126611642, 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. dna-.vp-N1,3rtej p;t};!e th1.1 i@Ji TtUSSE 15f a".ROL I'M a MOWNSUSTOtl tU!EYj.'IXNJdLEa`,YESP'Eem.Y,,*d?xl-el.Wit.d..lest.nis Tim DO;!!tP=m;;loe;ttst;!ht'vtT.Tint.I*.F..kdxtat Sulu able m.-4!ns v:x.:xist SIV.d m'ie 7MMy Nikkltat#ot;Id.stelke.szdftt:r l6 mklrii As.it#11_l;ci a;seer: ;_ 7a:1Y,tot set PEP.II:Jrtne;zss aeuryb¢t.its F`d ss:aa m3 rerr�es;s}Jtft1!xtl.i;#d•rsa;le iron dtpi2tea4z1:9 aly xer'PEl.rz dsi;lessa�eas.'rW:;s3 ax:l.ts;lti�:lip and-!tsl.M1list h, yhii,.,,p lbe v;tas s::^Fdikk Nw,It oww's 24vada;t 6z'+'xg 2 ...a rtesww 0 Mt ltL 61 ltc odd [Ell kl:]4 m4 mJPld,lS•.rtP%tlid3_i Sul e[(Neld.setd tStLnt;m irsg aottriti..sit3tte s 'rceacd Stan;t4PN Nt Pt;el:assudssd Anthony T.Tom60 III,P,E. nleeiva;l:113ik10d:#liraitl.Ulants WA SeT U k#:fletd 56tR Ptt ekN#!(}dl%;tt 0piikK!Rti d}!n•.1ht}FiNt11:lI`}ind dditsd�z Etii altialil;`:A51[tl�;I blo'.Mr." 4 80083 ' M}tr.;stde'�tdkr.C.#h#I;rttd.;p[Oti`:io;kJa':;A11tSur.i}td.EkFT14516t1ijnE#.etiIS4�S(tlnHu;Ueii;#tl.ftT}nsiS#1lndEq;:tdtl,+E#iit#;,Rfitepil>fi%:fLmleeesddmedit;ft). 4451 St.Lucie Blvd. (ept,fl9b Q-2016 Al Reef Trusses Anthony C Tomhe ifl,P.E.Rep Wallin a of ibis doomont,in any farm,is pohihited without the mitlea permission.from A IRoof losses-Anthony T.Tom4o fll,P.E. Fort Pierce,FL 34946 Job Truss Truss Type city Ply Std Pac/6511 EL D XSPVS6611 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 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-kV6djOjWfM3ioioAKsln_ggRFq ITUoHKnjKYFayPWOL -1-4-0 , 3-5-14 6-2-0 10-8-0 15-2-0 20-M 1 40 3-5-14 2-8-2 4-6-0 4-6-0 5-6-0 Dead Load Defl.=3/8 in 5x8= 1.5x4 11 5% 4.00 12 4 TP o 2 - 6 ? N 1.5x4 11 2 1 1cs o e e cs e 22 23 9 24 25 26 27 8 28 29 30 7 31 3x8= 1.5x4 11 5x10 MT20HS= 1.5x4 11 5x8= 3-5 14 6-2-0 10-&0 15-2-0 20-8-0 3 5-14 2-8-2 4-6-0 4-6-0 1 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,[7:0-2-4,0-0-121,[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/defl Ud 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 j BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:89 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 11)Hanger(s)or other connection device(s)shall be T1:2x4 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, lb up at 7 0 12,115 lb down and 159 lb up at 9-0-12, OTHERS 2x4 SP No.3 5 7=-97/854 115 lb down and 159 lb up at 10-3-4,115 lb down and WEDGE t 2x4 SP No.3 NOTES- 159 lb upiat 12-3-4,and 118 lb down and 159 lb up at RighBRACING- 1)Unbalanced roof live loads have been considered chord,,and 82 lb down and 132 lb up at 1-2-0,on top TOP CHORD for this design. chord,and 381 lb down and 191 lb up at 6-2-0,292 lb down and 21 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) up at 9-0'12,292 lb down and 21 lb up at 10-34,292 BOT CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; Rigid ceiling directly applied or 4-11-8 oc bracing. h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS lb down and 21 lb up ,and 292 lb down and envelo e 9 p 21 lb up at 14-3-4,andd 381 lb down and 191 lb up at MiTek recommends that Stabilizers and required ( p );cantilever left and right exposed;;Lumber 15-2-0 or I bottom chord. The design/selection of such cross bracingbe installed during truss erection,in DOL=1.25 plate grip DOL=1.25 g Provide adequate drainage connection device(s)is the responsibility of others. 3 accordance with Stabilizer Installation uide. ) qua ns a 9 to prevent water 12)In theLOAD CASE(S)section,loads applied to the ponding. face of the truss are noted as front(F)or back(B). REACTIONS. (lb/size) 4)All plates are MT20 plates unless otherwise 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 = )4 84 LC 6)This truss has been designed fora 10.0 psf bottom i (Max Uplift chord live load nonconcurrent with any other live 1)Dead+Roof Live(balanced):Lumber Increase=1.25Plate Increase=1.25 2 = -1019(LC 4) loads. Uniform Loads(plf) 6 = -909(LC 5) 7)`This truss has been designed for a live load of Vert:173=-70,3-5=-70,5-6=-70,11-14=-20 Max Grav 20.Opsf on the bottom chord in all areas where a Concentrated Loads(lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 2140(LC 25) Vert:3=-53(B)5=-53(B)9=-273(B)7=-273(B) 6 = 2132(LC 24) bottom chord and any other members. 17=-11.5(B)18=115(B)19=-115(B)20=-115(B) 8)Refer to girder(s)for truss to truss connections. 21=-11,5(B)24=-59(B)26=-59(B)27=-59(B) FORCES. (lb) 9)Provide mechanical connection(by others)of truss 28=-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 j 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, u'naai•fi:ase 5ro:q!f Isla.P.e'I'ICOFTtgiSTS;'S1.Ti'r£E%[tASirfMittO4001CNS:{'3tCR'lU*[t",SrCYOYtECo i1'EL'6.tn:hAslppswisI'l Itai nIts"Isis tA5I Mitt Glaitf D6,L)L1dR:Wwt S.b.i.M.U.lift ttftt S4 ltl¢tt OSl.Wm O!sisi mdd ON IN, W Nlid s�n4a tide s4@l ie esidiwtil l6 nFe 3tld.Is,im,tii3Ega!lrfil..Stir."LCv1!!1!,Ne'to.myILIur"Ws.-Inn,s!Lh petssiea'ameatnug lnpusas:nto&dasip0 oa chile I'm 3tiio4t,,M edt,edx Mi.Rt dnlg'c nnsy�tn'a��i aes�x::! ?+tr Anthony T.Tornbo 111,P.E. utd eat7lNr trn la,arts;i gis tnraa::i`?dG!Crtt!,6tD+ni sstl4li:el gt!In„!6="8:ynapx.leftsa trr"lkt X*llt{tslR.eln!nwiltug ttdt a+llrl-I.il!!tpntl a!tz1C:6 nE e(tEtB et:ddtinss;uctcsy ir7dluf.stuty!.ie:c:".[fin¢lknaf Aell>!A!Irpwlsilnd T 80083 til hddar Wsit<u ms heausu.sllast:s sn tnu5±r6e tsdt'�tn�<es td g:5,'rt±sdht [ei rxslnrtl Setts ltfnas:ca{33t rdLsl±IM iFI riSt:i ae r.umd"R 1-1 s.idi t.TIP de—li'um,tEnWIftdlit t.•ess hs:c w,'ms tLq,hp—i inu pu tFra,aa':±ss 4451 St.Lucie Blvd. E tllnai;e ltr�tdFe[nh!A spud etseu Yrk34iatclies hsel±N.ihlxn 6tsig hli±e is iPi Gt teilliai Pesi;ca,eiauSisfq Eei!ttr,dwf fdldni.ti!tgilslu±l ltaswtudtEutt a Thl. t Fo tt Pierce,FL 34946 (tp tight.v1016A-1RoofTrusses-ArtboeyT.lembaIII,P.E.Aeptedartionofthisdceument,inanyform,ispsobibiltdwilleunhewrittenpelmissiaahemA-I Roof busses-AnEhcnyllom 111,P.F. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX D07 Roof Special 5 1 A0070607 Job Reference(optional) .L 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 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-kV6djQjWfM3ioioAKsln_ggRGqM9UIQKnjKYFayP WOL 14 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.=1/8 in 4.00 12 3x4 3 94x6= W4 1.5x4 11 2 1B4 e jc� 0 � ru e e 14 7 15 6 13 165 3x4= 1.5x4 11 5x10= 7-3-13 13-4-0 1 -11-10 7-3-13 6-0-3 7-1 Plate Offsets(X,Y)- [6.0-2-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d 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 FBC2014ITP12007 Matrix-MSH Weight: - o e�ht:Gi I� FT-�/. LUMBER- TOP CHORD 2x4 SP No.2 NOTES- CHORD 2x4 SP No.2 WE 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=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope) Exterior(2)BRACING- ( e p )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 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.O1b 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 6e!'I'elmsetlmgll.rnis!!th'A I IJCi rr.!ii3;atEEt'1 C£e R.TEN&CO1YlM(1SIJRy Cn9;i(4s1[A'�OSstERi fxz Y,d 1,ops foradersw ro,issm t hi'Jes F Jnrlsl(Ir4 WIhlrttufl.1e1);Utdueae Simi E:are af.Odlsse@e!rise sldrlmtte IDP,ssp MJiekcucntrr p:ct sid.:4 rsed6r(Fz iIDfa xreliL As eTrrss Desigohgrxn 11 e,spead(p 6nee!rrt7:>•olumfloO repseseHs eerm^m:ed(le Eralsnucl er{!ee:!Up regnsil!IepS'lae/sstuc(rh tag eTn<s f!fia!Eectie iDD adE,nla iFFl.lied!s:ps nsmptisss lrrtt?nennm:,senoru!p Anthony r,Aos dn:E-S.mp lydirpis th respnilial s�E.eN.%thO-issd!alrsl e^cti c It,pulhp Uesifa%.Ct!.O!g i(itK,IAt l„u(Ne hsd b.i3 m(e m:(M1I.Th cpp x!d lit TOO Wn.hdJ ese dEse rnitindrEsepl�(u^p.sh!ey!,nshlldin ul hn'r,-sSil:e+l'a•esF.,isa:nd y_Tom6a 111,P.E. Zt INhl:{epies{'.'d!eNlf9�eC0'.tl.e&e1•E.V.3(EITDDeNnlp!A((tl®'IpIDE!hs!sdsla.lEiep(wpa>.IShctflnTendw(tCfpet6sh36pT?IcM16(Aenrde!rcdfr!peena dm IFIE<tius@ InssDesi N.I!H¢1Hi r z80083 e^ pHxsi:mesm3Ezi�dY: P pa.apvnmpfnssY.mdrde!er,u4<.; 4451 St.Lucie Blvd. strsriu lsOesllyo(ed•ea opndayecnmfiep 1polpM:es imd!e(.rie Tress CEsla Exp rter6lCil`e tm dap Jesipau,u T'e:s Spreaapi¢erdmf b.dLep.Alls�(duef s-os nem(etadhle(1. Fort Pierce,FL 34946 CoPyci;Id1-s2O16A-Ifoof Trusses-Anthony T.Tombo III,P.E.Repmdadionof this document,inooy form,is Prohibited withom the vtittee permission hem A-IBeotTmsses-dnthanyLTombo111,P.I. Job Truss Truss Type QtY Ply Std Pac/651 1 EL D XSPVS6911 DX D07A Roof Special 2 1 A0070608 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?xmjBQfBZQsNMuapOW1 MebEi2DCKT?N35o0yPWOK 1 4-0 , 2-10-7 6-0-0 9 0 0 13-4-0 13-11-10 1-0 2-10-7 3-1-9 3-0-0 4-4-0 -7-1 6 Dead Load Defl.=3/16 in I 4.00 F12 1.5x4 11 5 4x4 4 W5 4x4 3 15 4x6= 11 10 W1 1.5x4 11 2 8= 23 6x8 q m 1 1A 19 20 13 21 12 9 22 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 1 11-10 2A 7 2-0-1 1-1-8 3-0-0 4-4-0 I 7-1 Plate Offsets X,Y 8:0-2-12,0-3-0, 10:0-2-8 Edge], 11:0-5-8,Ed e 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 0.77 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/TP12007 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 wood sheathing directly applied or 3-6-4 oc MWFRS for reactions shown;Lumber DOL=1.25 plate grip puffins, except end verticals. Plates checked 2)Plaates checked for a plus or minus 0 degree BOT CHORD rotation about its center. Rigid ceiling directly applied or 3-4-11 oc bracing. 3)This truss has been designed fora 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 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=-1 150/1063,5-6=-1 181/1234, 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=-133311194, 11-13=-1113/1036,6-10=-1451/1291, 4-10=-1722/1800 6auqFler:e ftsRr�Jrrlieyt3:'A-1 r8CF fiiASr1+'ifllR'A Grfi9A,TEW58(DkiiIDAS(iS1DY,'AL79')A:AeDd ;NFX�fxs.TcetrT AeriPrnraden red m>A estxut§slns 3e:so Drniay{Tfw;rr4@t Id1RTT.iula;t.E ldnexe4N!iaaz es�Ddessa'hs*iu stdeA wt6eIDP,w'1 IIJTf[(IUETrF£:e534�::e ritetttlF.l TDDIA Se!dIL A3aTrnS DtI1P FIIIUm{,!-<P:Idn hclRer;,tae xd re fl]tuD s4leTUnOpIduth IDDadr.aa1UT41.NeeIiPia5lrOpirtl lU6ip(BrniliH;,Un1AD'fr Anthony T.Tombo TTT,P.E. cA rStd!e:s TnS1Tr.'Rr{nlA[F IS tll RSFN•itiDh dsk Dxler.dtD•ttf saf39,+(1 fyt311(fll FeilBli DU g2!,HI`z:Nhd dIU IC,a3iSi Altltl'Aafi;rrFE RDT 1.'+e!(FN'Ue'tt 15l TDD 0)d lrTiidA se dtre Tnst.mi Re3,Ld}sn!ge.ieSidlSDra Ul A(e(r3 SSil:T!P.g ltSFaLa,hl} z 80083 ' la Ari:tip Des3nrrR earinn,.;i re:essdonm Ineno W In p—ool PRAus dfLWent(car wSdey laa-nnu IMF pNiM SP TFiasd SFuut:der ea5(Pena]P:f—IN EeinsRnrcspa:6 ses rx,'6'esr.;lbuns Nsipor,Tm)es:P ug.erw 1". 4451 St.Lucie Blvd. d-isefibudAya 1r9-ed DPW ara ler.bliy di It.latdeeL TO- Kish 144.1hs13ver,e(Tr,,%Site.-timer i..1 Wisf.ANOM,r4f.c s rnas ffaA ia]III. � Fort Pierce,EL 34946 Copylight01D1GA-IfwtLussas-AolhooyT.TomhaIlLP.f.P.eptchalon01hishoament,in any form,isprohibiledwithcul the wrigem permission from A-IR00%Trusses-AnthomT.Tomb III,P.E. I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX DO8 Half Hip 1 1 A0070609 Job Reference(optional) !- 1, 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?xmj8QfBZQsNMuapOW1 MbEEhRDH6T?N35o0yPWOK -1-4-0 6-1-10 12-2-0 13-4-01 -11-0 1-4-0 6-1-10 6-0-6 1-2-0 7-1 3x4= 4x4 11 Dead Load Defl.=1/16 in 4 5 6= 4.00 12 3x4 3 0 v v 10 W4 1.5x4 II 2 1 m e IA 15 8 16 O 14 7 6 3x4= 1.5x4 11 5x10= 6-1-10 12-2-0 13-4-01 -11-0 6-1-10 6-0-6 1-2-0 7-1 Plate Offsets(X,Y)— [4:0-2-0,0-2-131,[5:0-1-12 0-1-01 [7:0-2-12 0-3-01 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) -0.20 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/TPI2007 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 No.3*Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W3:2x4 SP No.2,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-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 grip DOL=1.25 verticals.BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-3-15 oc bracing. ponding.3)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 3-7 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 b others of truss Max Horz ( y ) 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=-1147/1201,2-15=-1157/1082, 8-15=-1157/1082,8-16=-1157/1082, 7-16=-1157/1082 WEBS 3-8=0/369,3-7=-1034/1112 wl�mFg.n:F:tn@F!}tlr@,Ilwt}:•E.t roc;n!is31 sruul flF9E!rEEus a Eaesncastanom{Ea1a;r;rrea=�g;urar m,x_rl,ur a?a}t ralge�?@ s>aleaas?f?S>,t>;;nF1:al1�,aH.tarin;;l�lx am@r1 r1�a>a;rt Edutm!sExt frnrelSF.odefS Fner+11!vn:dlan!mo,H7 NiTlknnFlnl r:FSel;lgi:titaltrnx TfalaullllL l:lLnS Desge hgrxe{i.t,Sxlnitr bua*;,n?LA18Flr IDUllFreleFfs«taak�:t of laer@L=fllald Frkte?litE i?ynSnitrtt'a!nlls::u[;nlSiFin:sa:p�?IFene lDD aelr.Fnaer iFN.2efr1!pS nnnt7ilc,6c{:ru!¢mxl.l.ililitiryAnthonyCad lSlrf@J rS£S!'Uf IEfI66F 11}l rtlrHSnllar lfhl�llN,n4(IY1•!fF'.'01 FdF.ae'nlrwld!-v oelgn',oPa•xnArffa?IE:,lae l,;�ane hls?E�!t ctaF¢E rst.ne Ahy T.Tombo III,P.E. z 80083 i n, cq,@!F tII}e pplsd =a Id serfs @fs,iF�fiaE;-'ifw7.m;eq!!stllAutHetnliTnil. !. ras3::hd ntr 1x3JKC..e!larLA'ltta!E6FFh1 e.vluneTPDrxllatErmnesoaglildie:srfn?t=ilaig(c HISlIe711P'@[n811E(<T=1{i{EGSiraF3aSEGlR:tIIItLESL1rNt2p:S31L7YIe4'I!h'E•'tF[R9:'n!1[hCF]3M4-T.lfSrkLEFPY,T!KSJH:r53}f?@WdrrpSNdtll!^§!tf.Rt11 4451 St.Lucie Blvd. Zt F.V11latntFlETaCB9'We}rfHa tFlanvral6r EJ LII TutK It\[[dlPi r}!T@13lf' rFJilUfliacT: Era.*Ect1y,@,l,rlSSs}�+.s:atF.wr©ra=aa,r Ella:,.,>aae>a l,mL Fort Pierce,FL 34946 CopyrighlZ2D16AdloofTrusses-AnthonyT.Tombo111,P.E.Reproduction afthisaorament,in any form,is prohibited without the written permission hemAA Pool Trusses-AnthtmyT.Tombo III,P,E.