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I'IE: Job 67443 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: SHOWCASE DESIGNER HOMES Project Name: HEIZLER RESIDENCE Lot/Block: Model: Address: 6401 S INDIAN RIVER DR, FORT PIERCE, FLidivision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 160 MPH Roof Load: 45.0 psf Floor Load: 0.0 psf This package includes 77 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0001715 A01 5/10/17 13 A0001727 A13 5/10/17 25 A0001739 B04 5/10117 2 A0001716 A02 5/10/17 14 A0001728 A14 5/10/17 26 A0001740 C01 5/10/17 3 A0001717 A03 5/10/17 15 A0001729 A15 5/10/17 27 A0001741 CO2 5/10/17 4 A0001718 A04 5/10/17 16 A0001730 ' A16 5/10117 28 IA0001742 CO3 5/10/17 5 A0001719 A05 5/10/17 17 A0001731 A17 5/10117 29 A0001743 C04 5/10117 6 A0001720 A06 5/10/17 18 A0001732 A18 5/10/17 30 A0001744 C05 5/10/17 7 A0001721 A07 5110/17 19 A0001733 A19 5/10/17 31 A0001745 C06 5/10/17 8 A0001722 A08 5/10/17 20 A0001734 A20 5/10/17 32 A0001746 C07 5/10117 A0001723 A09 5/10/17 21 A0001735 A21 5/10/17 33 A0001747 C08 5/10/17 -Jo A0001724 A10 '5110117 22 A0001736 B01GE 5/10/17 34 A0001748 C09 5/10/17- IL '/;0001725 All 5/10117 23 A0001737 B02 5/10/17 35 A0001749 C10 5/10/17 12 A0001726 I Al2 5/10117 1124 A0001738 I B03 5/10/17 36 IA0001750 I C11 5/10l17 the truss drawing(s) referenced have been prepared byMi rek Industries, Inc. under mydirectsupervision based on the parameters provided byAA Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solelyforthe buss components shown. The suitability and use of components for any parties larbuilding is the responsibility of the building designer, perANSl/r131•1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses orspecific location]. These TDDs (also referred to at times as'Structural Delegated Engineering Documents) are specialty structural component designs and may be part of the pmjecrs deferred or phased submittals. As aTruss Design Engineer (iz, specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering Anthony T. responsibility forthe design of the single Truss depicted on the TDD only. The Building Designer is responsible forand shall coordinate and review the TDDs for compatibility with theirwritten engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 i A4 ROOF 'TRU55E5 A FLORID.A CORPORATION i r design values are in accordance with ANSI/TPI 1-2007 section 6.3 truss designs rely on lumber values established ,by others. RE: Job 67443 No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0001751 C12 5/10117 75 A0001789 VM6 5/10/17 38 A0001752 C13 5/10/17 76 A0001790 VM7 5/10/17 39 A0001753 C14 5/10/17 77 A0001791 VM8 5/10/17 40 A0001754 C15 5/10/17 78 STDL01 STD. DETAIL 5/10/17 41 A0001755 C16 5/10/17 79 STDL02 STD. DETAIL 5/10117 42 A0001756 C17 5/10/17 80 STDL03 STD. DETAIL 5/10/17 43 A0001757 C18 5110117 81 STDL04 STD. DETAIL 5110/17 44 A0001758 C19 5/10/17 82 STDL05 STD. DETAIL 5/10/17 45 A0001759 C20 5/10/17 83 STDL06 STD. DETAIL 5/10/17 46 A0001760 C21 5/10/17 84 STDL07 STD. DETAIL 5/10/17 47 A0001761 CJ1 5/10/17 85 STDL08 STD. DETAIL 5/10/17 48 A0001762 CJ3 5/10/17 86 STDL09 STD. DETAIL 5/10/17 49 A0001763 CJ5 5/10/17 87 STDL10 STD: DETAIL 5/10/17 50 A0001764 CJ5P 5/10/17 88 STDL11 STD. DETAIL 5110/17 51 A0001765 E01 5/10/17 89 STDL12 STD. DETAIL 5110/17 52 A0001766 E02 5110/17 90 IISTDL13 STD. DETAIL 5/10/17 ' 53 A0001767 E03 5/10/17 91 I STDL14 STD. DETAIL' 5/10/17 54 A0001768 EG4 5/10/17 92 I STDL15 STD. DETAIL 5/10117 , 55 A0001769 HJ3 5/10/17 93 1,STDL16 STD. DETAIL 5110/17 56 A0001770 HJ4 5/10/17 57 A0001771 HJ7 5/10/17 58 A000.1772 HJ7P 5/10/17 59 A0001773 J7 5/10/17 60 A0001774 J7P 5/10/17 61 A0001775 HS 5/10/17 62 A0001776 PB1 5/10/17 63 A0001777 PB2 5110/17 64 A0001778 SHV14 5/10/17 65 A0001779 SHV16 5/10/17 66 A0001780 SHV18 5/10/17 67 A0001781 SHV20 5110/17 68 A0001782 , VM10' 5/10/17 69 A0001783 VM12 5/10/17 70 A0001784 VM2 5/10/17 71 A0001785 VM3 ." 5/10/17 72 A0001786 VM4 5/10/17 73 A0001787 VM5 5/10/17 74 A0001788 I VM5A 5/10/17 Page 2 of 2 Job Truss Truss Type Qty Ply A0001715 67443 A01 Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:21 2017 Page 1 I D: m GLh pp2eZfOSiwuCoja H 14znX3 D-n6 E LO rl i B D h?nW u R2KTFgxp ICUvcl 9wyZ4yayXzHtJO ! 2-1, ! 7-0-0 12-11-9 ! 18-9-5 24-8-0 29-0-0 33-8-3 3:76 ! 44-0-7 ! 50-10-0 ! 53-6-0 ! r6-0 4-0-0 5-11-9 5-9-13 5-10-11 4-0-0 48-3 4-0-13 6-3-7 6-9-9 2-8-0 5x6 = Dead Load Deb. = 3116 in 24 23 37 38 22 3921 4U 20 41 42 19 ' 14 4.00 F12 4x6 = 4x6 = 3x8 = 2x4 II 12x18 MT20HV 5x6 _ 2-6-0 53-6-0 ! 2.2-0 7-0-0 12-11-9 18-9-5 24.4-0 24r8-0 29-0-0 33-8-3 37-9-0 ! 44-0-7 50-10-0 51.6r0 r2-2-0 4-6-0 5-11-9 5-9-13 5-0-11 0� -0 4-0-0 4-8-3 4-0-13 6-3-7 6-9-9 11 04 0 2-0-0 Plate Offsets (X,Y)— [2:0-2-12,0-2-0), [3:0-5-12,0-2-4], [5:0-1-12,0-2-0], [12:0-2-12,0-2-0] [15:0-3-0,0-1-8], [19:0-2-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.25 22-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.32 15-16 >996 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.17 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 283 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T2,T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1,W6,W16: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS 1 Row at midpt 5-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1148/0-8-0 (min.0-1-8) 24 = 1050/0-8-0 (min.0-1-8) 19 = 2995/0-8-0 (min.0-3-9) Max Horz 24 = -206(LC 4) Max Uplift 14 = -586(LC 35) 24 = -1713(LC 4) 19 = -2446(LC 8) Max Grav 14 = 1155(LC 23) 24 = 1100(LC 19) 19 = 2995(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-988/2161, 3-31 =-1 125/2792, 31-32=-1125/2792, 4-32=-112512792, 4-33=-1131/2800, 33-34=-113112800, 5-34=-1131/2800,5-35=-1068/1976, 35-36=-1068/1976, 6-36=-106811976, 6-7=-883/931, 7-8=-1288/555, 8-9=-1429/561, 9-10=-1397/560, 10-11=-1491/535, 11-12=-1978/892 BOT CHORD 23-24=-265/294,23-37=-1940/971, BOT CHORD 23-24=-265/294,23-37=-1940/971, 37-38=-1940/971, 22-38=-1940/971, 22-39=-2046/896, 21-39=-2046/896, 21-40=-2046/896, 20-40=-2046/896, 20-41=-2046/896, 41-42=-2046/896, 19-42=-2046/896, 18-19=-2164/1219, 17-18=-938/1086, 16-17=-404/1316, 15-16=-631 /1773 WEBS 2-24=-1013/1578, 2-23=-2039/964, 3-22=1023/368, 4-22=-583/664, 5-22=-1137/1099, 5-20=-397/315, 5-19=-2364/2939, 6-19=-990/560, 6-18=-635/1339, 7-18=-898/527, 7-17=-751/1639, 8-17=-647/381, 8-16=-175/449, 9-16=-306/993, 11-16=-598/660, 12-15=-662/1849, 12-14=-1030/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 14, 1713 lb uplift at joint 24 and 2446 lb uplift at joint 19. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 246 Ib up at 7-0-0, 85 lb down and 153 Its up at 9-0-12, 85 lb down and 153 lb up at 11-0-12, 85 lb down and 153 lb up at 13-0-12, 85 lb down and 153 lb up at 15-0-12, 85 lb down and 153 lb up at 17-0-12 , 85 lb down and 153 lb up at 19-0-12, and 85 lb down and 153 lb up at 21-0-12, and 85 lb down and 153 lb up at 23-0-12 on top chard, and 248 lb down and 479 lb up at 7-0-0, 23 lb down and 107 lb up at 9-0-12, 23 lb down and 107 Its up at 11-0-12, 23 lb down and 107 lb up at 13-0-12, 23 lb down and 107 lb up at 15-0-12 , 23 lb down and 107 lb up at 17-0-12, 23 lb down and 107 lb up at 19-0-12, and 23 lb down and 107 lb up at 21-0-12, and 23 lb down and 107 lb up at 23-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7— 0, 7-9=-70, 9-13=-70, 19-25=-20, 16-19=-20, 14-16=-20, 14-28=-20 Concentrated Loads (Ib) Vert: 3=-75(F) 23=79(F) 22=-4(F) 4=-44(F) 5=-44(F) 20=-4(F) 31=-44(F) 32=-44(F) 33=-44(F) 34=-44(F) 35=-44(F)36=-44(F) 37=-4(F) 38=-4(F)39=-4(F) 40=-4(F) 41=-4(F) 42=-4(F) wnup-FlnvfirmgNyr.:xr ru7 i 10." rtOS'•8r S?SO �Z[ON I.Rd18r0€a71�55[JS!aY-rb'rd°}203;6;E[ku9r h:a hrdyksip pr@n eK:ede�esn"ds rnss BniptrezBrPlk,'janl6e 62wy1.luie ta; rF.le!a'ssrt Skatdae.v. fshss @v.!se s!dee mGe R4edr iLTekaaoems pidn sbdlRneptu^,urmbI, fit 4�IrmsUn. Fey�!e{i1,SK:nl7Gsis�aGesedn�pTr; rgmubmscapl'aedsursr<t;sim!es5lawmrenpa:RFlylzn; hsyadllesbp'aTrs;slepes isel!!ID'Ju!j,ntttifl 1. raete,Ipesuarem;lator mdnesc,umsEar .i Anthony T. Tombo III, P.E. r:enedn:slnss tar aq1ei64t11sne¢synsS:liryd5s0nc,de0.xirealnnee ne2un: rdOnp On:2e,h3a rraeddlae lt4ftrit(ulliu!ael Seilfgrda s4lPtt. Ox eOmaidtie ROus aryfie8ru r!8<in:s; hdetigkul¢;s!rge,innftlmnl knx: sed!hae!a<passnairyd = 80083 ' It, 90f.10esillxsr4 Mdrr. rlledu wwl! N100 nr5e p oiss ndpidwdtkr.kid:q6T'MSfelr!fiicnanyll5(jrdGstslir 11ed ]It! hh"s@a resrnsAilmn wlknn d ILI illvpe,Twikure8,7 rvradrr[ss 6'.uefi:lne;rdess .: 44515t. Lucie Blvd. etln>.ba4hw11ya(anmlegedgn2v!itcc ly ulpman inrheilte lnss0es!cakl�se is r9rfle1r0!q 0esilxs,nLassAnem Fslnsn o!nykfie�r}tllupadL•A!wmsmnddlnl4 RtL Fort Pierce, FL 34946 (apyrisbt 0 2016 Ad 1:of fmssas-k.A0nyr.Tombo III, H. 4produnlcm olthis dommeat, in anyform, is prohibited wi@out the sninen permissian from Ad tool frussn-AeshonyL Tombo 111, P.I. Job Truss Truss Type Qty ply 67443 A02 Roof Special 1 1 A0001716 A Gnnf Tn,«e� C...t Ot.,..•.. CI �a„n.,c ,�_..:.-_�_��_.__ ___ i Job Reference (optional) - • - -- --, - - •.••., •.•-•••,y•V•...,..w.w„i�ui I. u.uw o nuu o , Uri 111L. 0.000 5 HUg Jl zu io MI I eK Induslnes, Inc. Wed May 10 15:34:22 2017 Pagel I ID:inGLhpp2eZfOSiwuCojaHl4znX3D-FInjDBIKxXgsPgSeci_UN8MrHu9jmd55okh8UzzHtJ? z2-s6--00 9s -0s-0-0 6-9-0 4-837s9-0 7 3-0.00 sa -0 27 3 - 4x10 = 6.00 12 5x8 = 2x4 II 3x6 = 5x6 = 3 4 6 7 46 �. 2 T W4 �W4 ���l6 1 o 21 20 , 19 18 17 3x6 4x6 3x6 II 4x6 = 3x6 = Sx10 4.00 12 = 3x8 -- MT20H5= 2-" 5x6 = Dead Load Defl. = 3116 in a 8 3x6 5 46 910 15 1 46 5x8 = 6 11 Y o 14 a 4x6 z� 12 1i 13 0 5x6 = 46 = Plate Offsets (X.Y)— (2:0-2-12.0-2-01. 13:0-5-12.0-2-41_ r10r0-3-0_Fdnpl r11 19-7-19 0_9-01 r13•n_9_19 n_,3_m rlA.n_a_n n_4 01 wn•n .1 4a n ., of 53-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.33 17-18 >806 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.31 14-15 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.14 13 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Weight: 280 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except` Wl,W5,W13: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18. 6-16, 11-14 2 Rows at 113 pts 6-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17 = 2816/0-8-0 (min. 0-3-5) 13 = 1125/0-8-0 (min. 0-1-8) 21 = 874/0-8-0 (min. 0-1-8) Max Horz 21 = 206(LC 9) Max Uplift 17 = -1460(LC 8) 13 = -549(LC 13) 21 = -802(LC 8) Max Grav 17 = 2816(LC 1) 13 = 1125(LC 1) 21 = 933(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/1648, 3-4=-266/1358, 4-5=-266/1358, 5-6=-266/1358, 7-8=-1282/801, 8-9=-1284/829, 9-10=-1667/1447,10-11=-1878/1445 BOT CHORD 20-21=-322/213, 19-20=-1158/595, 18-19=-11581595, 17-18=-1603/1619, 16-17=-1820/1863,15-16=-173/606, 14-15=-102911679,13-14=-189/341 WEBS 2-21=-833/1524, 2-20=-1093/567, WEBS 2-21=-833/1524, 2-20=-1093/567, 3-20=-305/209, 3-18=-569/312, 4-18=-578/706,6-18=-2916/1955, 6-17=-2117/2556, 6-16=-1207/1660, 7-16=-997/941, 7-15=-629/1157, 8-15=-126/619,9-15=-659/904, 9-14=-186/323,11-14=-1297/1752, 1 1-13=-1003/1179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1460 lb uplift at joint 17, 549 lb uplift at joint 13 and 802 lb uplift at joint 21. LOAD CASE(S) !Standard e r-eaae.ynrta.tr.noo;nmco( u,e ununtcsmnasostoa{ruriytacarrGu[frnaVal r:ms,rrc,:cnirlm.y{rcej®raamrr.rotem,rt.rft—sk"W.,.uuit,t inrdtfine:mo,wf MtTiicm Werhi s'Ak'M ;uiwhit tilt 110n,11- [,gse.(i�,',It�,t7fErls:r�B: tela M MrgmMt 4tmr.1 do, rn§:find„rgariyrz:pus:ArJtle"3t Mod tlusgk 1-ftrm,1n000.ry.t,rn mi. T�r<:q,nn.P,eecur u,fneEc,,,mtu� oda:dh,T f. t.1bI de,,, t- dd.Q- '&M4'A hrt ,Aan:t.11 g:, AnthonyT.Tombo[II, P.E. Zt •'i Nt uJiy 4 mr rte,b3e,tded dPit ll,@tlr(,.eltknsl Salfitg OftufmI. Mepmildli, r00W,e)fitlr,ftdtltlmt;hittit)Utlfm�stselt,u57tF,ttinNFna; Sii YeMRsrastj,#80083 ntrt7f.rgisigera16,4,da. ODesles sd mn m10g of 8trrctBtts ed rnldnttdikitdt(t:tenifu!tpNtmt�,;IfSljdG;krlrr; lSCAdlld dli*n-Irgy.iNmnitttnit.lkN.NSIShibi. i1 tern, tnlli,p gall-aTn,rSIMfilmtn dngkAlfiy. ,tll¢rtldutl �trx;.tn a�admTrtt 4451er Lude Blvd, Fort Pierce, FL 34946 (vpytig6t®1QI4AdiaalLnssxs�AefhaoyLTomhnIII, P.F. Repmdudianalthisdamment,inany tolm,isprohiQitedrri3hounhexlitrenpntoissinr. from AIAaolLusses•[rt6atryLTam6oIII, P.L A Job Truss Truss Type Qty Ply A0001717 67443 A03 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:23 2017 Page 1 5x6 = Dead Load Defl. = 518 in 7x10 MT201-1% 3x6 = 10 4x8 = 3x6 = 2x4 11 5x8 = 3x6 6.00 12 3x6 = T 5 5x6 W& 3 4 6 7 9 0 gp� 5 12 5x6 5 5 W 2 T 17 4x6 o i- en 18 5x8 = 13 1 16 m UJ Li 3x6 I 5x6 -- 14 rq 24 2322 21 20 19 15 11 5x6 11 4x6 3x6 = Sx8 = 4.00 12 5x6 = 4x6 = 4x6-3x6 — 4x8 = 2-0-0 53-6-0 2-2-0.. 11-0-0 12-4-0 1&5-2 24-8-0 33-" 37-9-0 4407 50-10-0 51-4-0 2 2-0 8-6-0 4 6-1-2 6-. 14 8�-0 4-9-0 6-3-7 6-9-9 0 0 0-4-0 2-0-0 Plate Offsets (X,Y)— [2:0-2-12,0-2-12], [3:0-2-8,Edge], [4:0-2-8,0-1-8], [12:0-3-0,Edge], [13:0-2-12,0-2-0], [15:0-2-12,0-2-8], [17:0-4-0,0-2-12], [19:0-2-8,0-2-0], [20:0-2-4,0-1-8] [23:0-2-0,0-1=8] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.30 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.96 18-19 >483 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.42 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.52 17-18 >896 240 Weight: 304 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2,T4,T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except B1:2x4SPM30 WEBS 2x4 SP No.3 *Except* W1,W14: 2x6 SP No.2 W3,W5,W13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt �. 4-22, 4-20, 6-19, 13-16, 2-23, 4-23, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15 = 1576/0-8-0 (min.0-1-14) 24 = -891/0-8-0 (min.0-1-8) 22 = 4130/0-8-0 (min.0-4-14) Max Horz 24 = 206(LC 9) Max Uplift 15 = -678(LC 13) 24 = -942(LC 20) 22 = -1849(LC 12) Max Grav 15 = 1576(LC 1) 24 = 317(LC 12) 22 = 4130(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/281, 2-3=-1791/2747, 3-4=-144712423, 4-5=-1741757, 5-6=-174/757, 6-7=-757/1059, 7-8=-748/1047, 8-9=-3221/3045, 9-10=-3027/2563, 10-11=-3071/2553, TOP CHORD 1-2=0/281, 2-3=-1791/2747, 3-4=-1447/2423,4-5=-174/757, 5-6=-174/757, 6-7=-757/1059, 7-8=-748/1047, 8-9=-3221/3045, 9-10=-3027/2563, 10-11=-3071 /2553, 11-12=-2949/2697, 12-13=-3169/2694, 13-14=-265/186 BOT CHORD 1-24=-297/49, 23-24=-448/178, 22-23=-2756/2437,21-22=-2756/2437, 20-21=-2756/2437, 19-20=-779/747, 18-19=-1320/1703, 17-18=-2689/3486, 16-17=-2198/2882, 15-16=-389/536 WEBS 2-24=-429/973, 4-22=-3887/4027, 4-20=-2287/2704, 6-20=-1736/1645, 6-19=-1651/1952, 7-19=-353/434, 9-18=-1460/1302,9-17=-8031970, 10-17=-1774/2264,11-17=-299/475, 11-16=-436/570, 13-16=-2611/3115, 13-15=-1418/1577,3-23=-1473/1279, 2-23=-2390/2273, 4-23=-2269/1809, 8-18=-1458/1933,8-19=-1605/1370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 678 lb uplift at joint 15, 942 lb uplift at joint 24 and 1849 lb uplift at joint 22. LOAD CASE(S) Standard x��-n�:nn�n,se,rn•taro;tness6(srt:r;;teauiFF�seclsom;ssrnmuFulaltuca�:t[[au[mt�autaree:m��:+t,t,Kndw,nm!r�:fc„�r,�.ypee;�,FmesnJtF,u,m,Fir,!�n;es ,t<Mew.raEtcs�.�n!mdgceFso.nfF wlfia o-,gtees!�ur,netatmt;renrt,ai. }sttmsn:s hr�!yfu,Erta,erF,r�=':t.n... 1—IT;!tFre!m!mectpea,et�rF k:<tndng�sm3�, ,sera.tarsagtsgd�mrxra!sfegnannetoonry. �nFnF. rala�eumgem. tared nc!aia}crtr AnthonyT. Tombo III, P.E. net!:,Eros!Tfef,h-jhd,11,o-<nrn!„uryar�onn,r�o� fam�e3etn:r�irao:: n,r� tr rs,nce,ixa�i i=i�+r��Fttnma.rt�en;�,E�nemoeea{e:n nr ifd,6ykal¢�,Ixge.i,sltleum thaxe!}i.leCxttFnsSilryeF a80083 ' otrrur�g:flgnRtEt mn.an,u<ffNz lyglgon/Rer,aEttrnrirle hr,ldagOcpnesti{:arx�pnEr:}u!Eel¢r"nlKVr,iAnu:elErasere8axe.iFFitefixs@t,es{nx5nnealhllttan!Tnsso- ,,TnfSA:IrtEe):<neHlipNRl�ntinm ' 4451St.LucieBlvd. tet:m,Fer�a}retxnma�e{nrc�:rgFreiF ro:ntE:xtNm,ot�F,{ai!eo-rner!IIUttl,,erinu5{tlshr gMun7so-aFo-mtrd;nsfn:nannauTFu. Fort Pierce, FL 34946 � (eprrig6r®741d 6-1 geolLus=s•Azthuny l.la�§niI1,P.F. R!p,odunio>; aFt6is dommanF,inaoyform,ispfo6i6iEzdwiihontrhe nffienprrmiEsionfr��a A -I gaoiGosses-Ael6oaf i. T�mho III, P.F. Job Truss Truss Type Qty ply 67443 A04 Roof Special 1 1 A0001718 Al Rnnf Truces P-t Pi -a R aeons .t:....�.,,t.,,.... ,.,.... ' Job Reference optional - -• - - - -- --• ------•--••• �..y V tnIL. o.UCU b rsuy 51 26 10 ivtl I etc mausines, inc. wed May I 15:34:25 2017 Page 1 15-9-14 I D:mGLhpp2eZfOS iwuCo]a Hl4znX3D-ftTssCLD ERCRG7BCH9XB?n_035FBzytXUhwo4lzHtly 2-6-0 7-0-9 124-0 1 1 -815 21-0-2 24-8-0 30-2-11 35-0go 37-9-0 44-0-7 50-10-0 53E-0 2-6-0 4-6-9 5-3-1 0 8 02-9-14q, 4-3-3 3-7-14 5-6-11 4-9-5 2-9-0 6-3-7 6-9-9 2-8-0 0-11-1 5x6 = 3x4 II 5x8 G i2x4 4x6 = 3x8 = 6.00 12 II 4 5 7 8 T 3x6!;- 6 4x6! 3 W7 2 1 31 10 Jill �21 35 625 28 27 26 20 4x6::::: 3x6 = Sx8 = 2z4 II 6x10 = 5x8 = 5x6 = 2.14 II 3x4 11 2x4 11 2-" Dead Load Dee. = 11/16 in = 2x4 II 5x8 11 3x6 08x8_ 5xl0 MT20HS,- 5 1213"'8 4x10� 14 q 19 17 3x8 s 5x8 15 iq 16 4.00 12 5x6 = 4x6 = 53-6-0 Plate Offsets (X,Y)- [2:0-2-12,0-2-0], [4:0-2-0,0-0-4], [5:04112,0-2-4], [22:0-4-4,0-2-8] [26:0-3-0 0-3-0] [6:0-3-0,Edge], [13:0-5-0,Edge], [16:0-2-12,0-2-8], [17:0-4-0,0-2-0], [18:0-4-0,0-3 11], [20:0-2-8,0-2-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.33 18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -1.03 18-19 >447 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.32 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix -MS Wind(LL) 0.55 18 >842 240 Weight: 321lb FT=0% LUmacrc- TOP CHORD 2x4 SP No.2 *Except* 1I T5,T3,T6: 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.2 'Except 2-3=-130/578, 3-4=-287/999, 133: 2x4 SP No.3, B5: 2x4 SP M 30 4-5=-178/961, 5-6=-1450/1732, WEBS 2x4 SP No.3 `Except` 6-7=-1450/1732, 7-8=-1425/1706, W8,W16,W19: 2x4 SP No.2 8-9=-2922/2915, 9-10=-2922/2915, W1,W20: 2x6 SP No.2, W5: 2x4 SP M 30 10-11=-4072/3539, 11-12=-4172/3496, BRACING- 112-13=-3751/3399, 13-14=-3971/3396, TOP CHORD 14-15=-260/182 Structural wood sheathing directly applied. BOT CHORD BOT CHORD 1-28=-116/254, 27-28=-255/260, Rigid ceiling directly applied or 3-10-4 oc bracing. 26-27=-561/149, 24-36=-710/704, WEBS 23-36=-710/704, 22-23=-710f704, 1 Row at midpt 7-22=-494/609, 19-20=-1301/1723, 8-19, 14-17, 4-26, 5-24, 10-19 18-19=-3539/4609, 17-18=-2855/3637, 2 Rows at 1/3 pts 5-22 16-17=4351575 MiTek recommends that Stabilizers and required WEBS cross bracing be installed during truss erection, in 2-28=-106/692, 20-22=-1129/1650, accordance with Stabilizer Installation guide. 8-22=-462/417, 8-20=-915/761, 8-19=-1307/1694, 9-19=-432/527, REACTIONS. (lb/size) 10-18=-950/1156, 11-18=-2696/3282, 16 = 1845/0-8-0 (min. 0-2-3) 12-18=-99/417, 12-17=-586/694, 28 = 142/1-0-0 (min. 0-1-8) 14-17=-3282/3882, 14-16=-1670/1796, 26 = 2828/0-8-0 (min. 0-3-5) 24-26=-2489/2026, 4-24=-370/514, Max Horz 5-22=-2128/2582, 5-24=-2074/1468, 28 = 206(LC 9) 3-27=-312/218, 2-27=-397/163, Max Uplift 3-26=-477/912, 10-19=-2006/1553 16 =-787(LC 13) 28 =-305(LC 8) NOTES- 26 =-1310(LC 12) 1) Unbalanced roof live loads have been considered Max Grav for this design. 16 = 1845(LC 1) 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) 28 = 200(LC 23) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; 26 = 2828(LC 1) Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right FORCES. (lb) exposed ; porch left exposed;C-C for members and Max. Comp./Max. Ten. - All forces 250 (lb) or less except forces & MWFRS for reactions shown; Lumber when shown. DOL=1.60 plate grip DOL=1.60 TOP CHORD 3) Provide adequate drainage to prevent water 2-3=-130/578, 3-4=-287/999, ponding. 4-5=-178/961, 5-6=-1450/1732, 4) All plates are MT20 plates unless otherwise 6-7=-1450/1732, 7-8=-1425/1706, indicated. 8-9=-2922/2915, 9-10=-292212915, 5) Plates checked for a plus or minus 0 degree 10-11=-4072/3539, 11-12=-4172/3496. rotation about its center. 12-13=-3751/3399, 13-14=-3971/3396 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 16, 305 lb uplift at joint 28 and 1310 lb uplift at joint 26. LOAD CASE(S) Standard 1 ��" Rre:�•Haa4trH�Jrttdt�s tke'd-g9r11USSBrSt08yrtdae(i.'tttldtPkritl@35tES18p1'€1!q�biSd7q:SEUfMt'Uly, retilkrgtfnast?ttttdteslE�twFtr irttt GsfphaeierilP@nlHtSititw,IJeraotll,!£Itfnuu ltntlefiro nx Pahst t5nxiw sts3wlet iGP,td! A Wi1f[Fw�kt rtlEt:r:7ttndin rV lPtbi+wid.S;iT.'t5t'rtilji tt(b2N::A, tfHSi(r�itttfp rt in(NwJ1PQtt ntXtwOUEftiT,rkk!i<�Jl:it2ftk;,PtNPl:t1rNY�.QG�fg rN ttdr}{(rM tj➢rllllgr(yknf iPltf r�Pidf. RfSt Hl 1. t<tiftnWltg6,•;t trn f`itt, W.111-Jf Anthony T. Tombo 111, RE, zdtu+cfslnnF.rurdzilePn+.,en;Fuoiets!L+e3astr. hsCimstfttxtyedw6etx.dq sgnt u6ttttiilst4t7(,ft0;triatrtdltYara{ezd:Hl.rvylroddliel'.PaturSdfetd}t itntxrsfa!'cd tnrc{t,i<.hrctist�hxysWh auel5 ]!a+ 'ltra`tof�rq�w!(ntrttu-:PmtsduthRtiP9clGt rusttstrteaknntttit �Ya}GsPrtCS•rt4 ra4r¢rsuj0(pkdwrdt+?NufSHfoetdnm=3fa; re�vl rdfsat?4!.A�swRtngo�y.5€wwflkiesd'fttlnts6tignr; iron Pt>2t Gytnut'Pwka*�trtntr.wttts #a0083 00.1.44:rli4 ftoai*uftltt u bJkI'9f0 ssstlyd 7lt:rssPtApbftw is KI Hf to t ,r 4451 St, Lude Blvd, i fnt2 v,f•[Ynildfntnatxdg s=rWP lTtyrr�ttticanwf. ufnllct, Fort Neree, FL 34946 fopyriel02016A-1looflrossef-Anlbeeyl.lomboIII, P.E. it:prndunioneitbisdommm.inaorfatm,isprobibiied.a6aatibesxittenpermissiothomA-)foolTrusses-AnIbeirl,Tombo111,EL I Job Truss Truss Type Qty Ply 67443 A05 Hip 1 1 A0001719 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:25 2017 Page 1 I D: mGLhpp2eZfO S iwu Coj aH l4znX3D-ftTssCLD ERCRG7BCH9XB? n—N?5B—zyCXU hwo4lz Htly 15-0-0 12-6-0 i 2-0-0 s 47-4 10--11 1 124-0 14-8-02-2-0 48-0i 3..621111 i 3i 2-0-0 i 46-00 51-2 2 66-0 -0-0 41-11 41-0 4-11-15 284i53-6-0 2-0� 0-" = r 6.00 12 5x8 4 3x4 I I 6x8 3x6 — 5x10 MT20H5` Dead Load Defl. = 9/16 in 4x6 3x6 � 2x4 11 6 7 8 9 10 5x10 MTWHS�- 55 4x6 7 W W11 4 2 11 3x6 2x4 11 3 4 W W7 1/t 2 6 12 13 0 2 9 20 9 4x6 O r 7 8 14 -T 1 5 21 5x10 MT20H 15 rq o 3x6 12x14 - Uo 29 28 27 23 22 18 17 16 2x4 11 6xl0 =5x8 = 4.00 12 3x4 11 4x12 = 4x6 = 4x6 = 4x6 2x4 11 3x4 11 3x6 11 = 5x8 = 5x6 = 2-6-0 53-6-0 2-2-0 12-4-0 14-8-0 22-2-0 24-8-0 31-2-11 37-9-0 3 042-0-0 46-4.10 51-2-0 51 -0 2.2-0 9-10-0 .4. 7-6-0 2-6-0 6-6-11 6-6.5 .0.9-0 3-6-0 4-0-11 4-9-6 0 -0 0-0-0 2.0.0 Plate Offsets (X,Y)— [6:0-4-0,0-1-15], [8:0-3-12,0-3-0], [12:0-5-0,Edge], [14:0-2-12,0-2-0] [17:0-3-0,0-2-0], [20:0-4-4,0-3-4], [22:0-2-8,0-2-01, [24:0-4-4,0-2-8], [28:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.30 20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.89 20-21 >521 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.33 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.49 20 >951 240 Weight: 334 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3,B7: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W6,W4: 2x4 SP No.2 W1;W20: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-28, 6-26, 6-24, 8-22, 8-21, 9-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 29 = 436/0-8-0 (min. 0-1-8) 28 = 2472/0-8-0 (min.0-2-15) 16 = 1906/0-8-0 (min. 0-2-4) Max Horz 29 =-197(LC 10) Max Uplift 29 =-398(LC 8) 28 =-1228(LC 9) 16 =-793(LC 13) Max Grav 29 = 465(LC 23) 28 = 2472(LC 1) 16 = 1906(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-117/320, 2-3=-73/472, 3-4=-104/416, 4-5=-92/539, 5-6=-27/577, 6-7=-1723/1979, 7-8=-1703/1965, 8-9=-2950/2929,9-10=-4418/3847, 10-11=-4559/3867, 11-12=-4531/3995, 12-13=-4606/3978, 13-14=-2146/1941, 14-15=460/378 BOTCHORD 25-26=-160/324, 24-25=-160/324, BOT CHORD 25-26=-160/324, 24-25=-160/324, LOAD CASE(S) 7-24=-401/501, 21-22=-1286/1807, Standard 20-21=-2276/3122, 19-20=-3245/4288, 16-17=-308/444, 15-16=-3081444 WEBS 2-29=-313/384, 3-29=344/300, 3-28=-357/632, 26-28=-2012/1523, 5-26=-284/450, 6-26=-1921/1296, 6-24=-1467/1891, 22-24=-1096/1839, 8-22=-1196/887,8-21=-1197/1609, 9-21=-1272/1133, 9-20=-1022/1634, 10-20=-1322/1710, 11-20=-286/340, 17-19=-1774/2220,13-19=-1612/2223, 13-17=-1747/1586, 14-17=-1985/2228, 14-16=1869/1940 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 29, 1228 lb uplift at joint 28 and 793 lb uplift at joint 16. Pevisl-Flyn rtwee;!¢re.katie'Id lgti Tlri3;5!00ig!E3rt1!IUS6NICI!IC!1S(7fr0u^t6T;f}i(rCu6[fCsY:tI'h:a lrat45ip�S:,o-Raaired Rsneds!oss hsi3sUareg7Dvimddr4enr1.6xlvle,rl.lekmS#r. tdae su. Gdsn aYnsise ssAereaRe!!'O,sdt fBTrtrs sgldtt sShckues!a;Lirgble sd:L A,s➢ms g�-,e hsaw(is,Sleaell kkisaae,x!nwr@:sgrt:ulsd6sFnk:suailar4:nurmpzdi tt In'h ftspdme mftTms reliad a s5:teeulr. d.li4).rrk:�snranses, taelier miciess,snfsfEq - Anthony T. Tonlbo III, P.E- seluedhsrn,sWrcrylsiliirlsaeu,pni51igd6egon,ks6neiswlkrdIIrege2nristwifvleniga,isieadeddhrn;,AeltteeriklxelbilrigrdsserRll.Ikeepn,sidfeTagsxteryfiesdnedtleinss;is&tiyFcr,},,ixele,hshl:disamk.-Ssid!le1,"llnsiiontd = 80083 I IYereAfupeesigermeGs:rAn.11l d.ssded'uN: DOW2,Im6asnrlri;landlkkUn64-1SahFkhiselim;16Q1dG:4(IrlhulSlaseselnu:e9!xp"Pit-.l6l0.11, pes:dlitiesnrkaesdlt:linsOssps,i,:uRep lonar'dIer K dean,ynless rsgfT., cml. gg51 St. Luce Blvd. enemnsieEarel.e(nnmiguagnuvir-rydlrs.�nsmr!ni lk lna Dn:aF,g4ais Rgsne kd4ageenpr,uirosssldez6g¢nn o!nre,al�.mnredcrl vas ne (opyright02016A-I Roof how s- Anthony I.lomba111,P.E.Repsodudionofthis dorumenl,inany form,isprohibitedwhhoottbewriaenpermissienfrom A-IRoolfrosses•Ard!anyl.Tomb Of, P.E. Forteree,Fi34946 Job Truss Truss Type Qty ply 67443 A06 Hip i 1 1 A0001720 Job Reference optional) ..te._ ava�o, �G,aya a aaas.weri Run: a.uzu s Hug ai zuio Prior. d.uzu s Aug 31 2u16 Ms I ex Industries, Inc. Wed May 10 15:34:26 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-731 E3YMr?IKHtHmPrt2OX_WYGVaEiPOhjLfLdkzHtlx i 2-6-0 7-0-1 12-4-0 14-8-017-0.0 22-2-0 24-8-030-7.6 36-6-0 42-0-0 46-4-10 51-2-0 "240 3-6-q 4-10-1 4-11-15 2�-0 2-4-0 5-2-0 2-6-0 5.11-6 6-10-10 5-6-0 4.4-11 4-9.6 24 0 = 6.00 12 5 9 � 6x8 7x10 MT20HS1/ x 3x4 11 3x6 —_ Dead Load Defl. = 1/2 in 2z4 II 7 g 9 10 4x6 6 5x10 MT20HS,- 3x6 � 5 5 T W 4x6 i 4 W N22' 2123x6m2x4 II2 3 6 13 904x6218 9 U 4e? 16x10116 nv 30 29 28 � 24 23 CD I 3x6 3x 12x14 zz7 18 17 16 0 4x6 — 2x4 11 7xl0 =5x8 = 4.00 12 3x4 II 4x12 = 4x6 = 4x6 = 2x4 I I 3x4 11 3x6 11 5x8 11 5x6 = 2-6-0 rgo•n-9-1 n-a-m LOADING (psf) rgo•n-9-1 n-a-m LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.48 29-30 >245 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.77 19-20 >604 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.33 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 352 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1,B6: 2x4 SP M 30, B3,B7: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W6,W4: 2x4 SP No.2 W1,W21: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. Except: 1 Row at midpt 7-25 WEBS 1 Row at midpt 5-29, 6-25, 8-23, 8-22, 6-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 30 = 473/0-8-0 (min. 0-1-8) 29 = 2428/0-8-0 (min.0-2-14) 16 = 1915/0-8-0 (min. 0-2-4) Max Horz 30 = -223(LC 8) Max Uplift 30 = -434(LC 8) 29 = -1154(LC 9) 16 = -824(LC 13) Max Grav 30 = 504(LC 23) 29 = 2428(LC 1) 16 = 1915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-115/318, 2-3=-80/487, 3-4=-95/380, 4-5=-74/503, 5-6=0/554, 6-7=-1545/1822, 7-8=-1536/1818, 8-9=-2408/2524, 9-10=-3223/3017, 10-11=-4542/3869, �TOP CHORD 1-2=-115/318, 2-3=-80/487, 3-4=-95/380, 4-5=-74/503, 5-6=0/554, �6-7=-1545/1822, 7-8=-1536/1818, 8-9=-2408/2524, 9-10=-3223/3017, 10-11 =-4542/3869, 11-12=-4547/409 1, 112-13=-4667/4074, 13-14=-2167/1969, .14-15=426/340 BOT CHORD 126-27=-325/687, 25-26=-325/687, 7-25=-255/305, 22-23=-1070/1629, 21-22=-1740/2557, 20-21=-2260/3407, 19-20=-3388/4373, 16-17=-270/409, .15-16=-270/409 1 WEBS 2-30=-320/396, 3-30=-370/321, 3-29=-332/599, 27-29=-1986/1537, �5-27=-386/614, 6-25=-1065/1444, 123-25=-901/1683, 8-25=-189/322, 8-23=-10811737, 8-22=-927/1293, 9-22=-1119/960, 9-21=-634/1049, 10-21=-803/571,10-20=-1912/2538, 11-20=-338/555, 17-19=-1792/2237, 13-19=-1689/2268, 13-17=-1752/1594, 14-17=1971/2205, 14-16=-1869/1951, 16-27=-1937/1233 NOTES- 1) Unbalanced roof live loads have been considered for this design. j 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) 1 Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) { and C-C Exterior(2) zone; cantilever left and right +exposed ; porch left exposed;C-C for members and y forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 15) Plates checked for a plus or minus 0 degree . rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-'0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 434 lb uplift at joint 30, 1154 lb uplift at joint 29 and 824 lb uplift at joint 16. LOAD CASE(S) Standard W.41-rims Reueptltaxev Ae'LI eg:F'RSSS; fEtl;r',! 6[63AI 1119S A (RADIQUs funuaj rUf;1'j1p[u�.[LroQEerfi�a ruilphilpryam!ms aireduEn nNs rrzss &ryagrtve;QV�,mlRrin§arl.6aka 10,r1 tekeaxfWtEehre ns. CeleaeSuvlse rclef nRe lGg,adr Ihlsineas4rrld-WI It lag Rr@emt. ,Veit lsalmsgagz EyWsa(u,Sieasgf Fallanae@esed ss�lgg tgnsalsmrcrytmudtlerrdesiaR asia:s:ura:gas@*�,kr@t laiy dReslepR Tm; hiiadaR:Iggatr,afaiffl. rseagaa:roiCse<, teeirtp naLsirac u; mi ftq .'' Anthony T. TornbTomtso III, P.E. m reel hsrmsWe v+tkitttreis@a mpasR:grydMgveglaU.atswflsmderesa R: klt lg:::pa,hLuaeddfse QL@eltfal tklxdlrQigd=.aeiQl. ftr gp�neld@elggal e1 fi:N.udtlelms; odrtigMsilaya�ge,udr:tiae.7F.a:4 s1d'h@e,e;pmnnRrd: z ' RebiHvrgssigeratGz•:rJa.19e1a0.4Nb-lgCMRsp aot-lVhh"dtkI.Xq('*VV1SAgwnzetk jltS)pd6.heitlPasSxlcaelrasedrgardpilme.IFFledntsReregns ICaniktiadR:Umrg:s, tt,rinsc:�phpreaannuYamann:alm 3 4451 St. Lucie Blvd. stleiviniehmtEn:ae�epaerya R mars Irvll pu�tu Rn6es. lYe fra.s gale GERea Is E91Ri W�Illep gnirse, srLeu S)necLim>n atarb7lag. Alenadm! ban; ne a decal kitrl. (oppighl � 2tl14 A•I Acof Lusses Amfioay L lanho 111, P.E. Fort Pierce, FL 34946 Repsadudin of This dorument, in any form, is probibited aitbouf fhe sniaen permistioe from A -I Roof vsses-Aatbony r.Tomha lltP.E. 1# Job Truss Truss Type Qty Ply 67443 A07 Hip 1 1 LbA0001721 Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:27 2017 Page 1 I D:mG Lhpp2eZfOSiwuCojaH I4znX3D-cGbcGuMTm3S8V R Lb Paaf4C3k9vugRtBgx? Pv9BzHtlw 7-4-1 12-4-0 ,14-8-q 19-0-0 , 22-2-0,24-8-q 29-6-2 34-6-0 , 37-9-0, 44-5-6 51-5-4 2-0-0 4-10-1 411-15 2-4-0 4-0-0 2-6-0 4-10-2 4-1'I-14 3-3-0 6-8-6 6-11-14 3x8 = 6.00 12 5x8 - 3x4 II 2x4 II 5x10 MT20HS; Dead Load Defl. = 11116 in 2x4 II 6 7 8 9 10 5x10 MT20HS WB�-, 2x4 II 3x6 1 I I I T ' 5 W 7 11 W'1' 12 3x6 5 4x6 4 2 13 6 2x4 II 3 2 1 7x10 � a, 9 B 17 14 n 1 e 6x6 = 9 2 ,6 ,6 I 26 25 24 20 19 3x8 i:� 5x8 15 2x4 II 7x10 4.00 12 3x6 = 46 = 2x4 II 5x8 = 3x4 II 46 = 5x8 11 5x6 = 2-6-0 ,2-2-0n 12-0-0 d4-8-q 19-0-0 , 22-2-0 ,24-8-0, 296-2 34-6-0 , 37-9-0 , 44-5-6 51-5-0 2-2-0 9-10-0 2-0-0 4-0-0 3-2-0 2.6-0 4.10-2 4-11-14 3.3-0 6-8-6 fi•11-14 04-0 Plate Offsets (X,Y)— [6:0 4-0,0-1-151, [12:0-5-0,Edge), [14:Edge, 0-2-12), [15:0-0-0,0-1-3), [16:0-4-0,0-2-0), [17:0-4-0,0-3-4), [19:0-2-8,0-2-0), [21:0-4-4,0-3-0), [25:0-3-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) . -0.30 17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.99 17-18 >472 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.41 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.52 17 >898 240 Weight: 345 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B1,B6: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except` W1: 2x6 SP No.2 W4,W19,W18,W14: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-21 WEBS 1 Row at midpt 5-25, 6-21, 8-21, 8-19, 14-16, 8-18, 10-18, 10-17 2 Rows at 1 /3 pts 6-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15 = 1695/0-7-4 (min.0-1-14) 26 = 466/0-8-0 (min. 0-1-8) 25 = 2455/0-8-0 (min.0-2-14) Max Horz 26 = 314(LC 11) Max Uplift 15 = -725(LC 13) 26 = -452(LC 8) 25 = -1146(LC 9) Max Grav 15 = 1695(LC 1) 26 = 507(LC 23) 25 = 2455(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-112/313, 2-3=-81/499, 3-4=-176/338, 4-5=-155/461, 5-6=-66/545, 6-7=-1428/1699, 7-8=-1424/1700, 8-9=-2000/2241, 9-10=-2000/2241, TOP CHORD 1-2=-112/313, 2-3=-81/499, 3-4=-176/338, 4-5=-155/461, 5-6=-66/545, 6-7=-1428/1699, 7-8=-1424/1700, 8-9=-2000/2241, 9-10=-2000/2241, 10-11=-4769/4520, 11-12=-4694/4215, 12-13=-4809/4202, 13-14=-4629/4148,14-15=-1683/1646 BOT CHORD 22-23=-514/916, 21-22=-514/916, 18-19=-970/1478, 17-18=-1887/2670, 16-17=-3769/4272, 15-16=-257/264 WEBS 2-26=-336/408, 3-26=432/220, 3-25=-327/593, 23-25=-2027/1734, 5-23=485/775, 6-21=-830/1201, 19-21=-818/1534, 8-21=-299/461, 8-19=-1011/657,11-17=-407/645, 13-17=-201/339,13-16=-588/716, 14-16=-3379/3891,9-18=-385/475, 8-18=-871/1162, 10-18=-964/743, 6-23=-2021/1378, 10-17=-2801/3181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 725 lb uplift at joint 15, 452 lb uplift atjoint 26 and 1146 lb uplift at joint 25. LOAD CASE(S) Standard Bercu1-rime fimnpt¢rtne.,fie'bl lOg;lrC5s8!1r,:0?,nn]tf 19HS6UtDlllglirJS?ONy-IL17}tOrvKt[PfiY[si'Ixa le:ifttesip pro:slnsretrcd eakim:.ds emss Cmi;eUrtviep{Ir4)oa112eemw7?.(exl:f',r'.eho:<55metehre rv. Celscsa:fn.im rt7etnde lCU,erir tateic:aearrtnes:knke<,texmoukea:trseuusosu[qm,rc[„yearnrrrsiar<.,n:s�nepm;,grucususcrye>bsduernt<:wares::s�opse�u:aagrr�stssysdmsugk?m:tetw�ntt:toordt,e>lamLn:tri�on:earercs.imrmrud�rn.umstnr. Anthony T.TomboIII, P.E. see rseAY:sLns kr eeytei4isr ls@e mpnwliy s(bCner, Pa Onersemlsrhelrym!un:Wtf�re:spa,6fie rcdegs(6a OLfie lt(nllxloxliiligsdeae rrl i. Re eOrcrttdfe Wed ni fidlne dfie?nss; isdsrnrtssnoy stren,il,"el—i fans! Ail k& msrmU410 ff80083 ' mrarw�sipm�tre»ea.mnufieaun:(oantermmmlrrae�mntar�uyre emir q :�tan6gtrte:uttrrraasxt�,ao:ax a�i/�e.lntt�easrurymscrsatnnndn:t,eno m,?ueoule aumnmsea6ruu,.dns 4451 St. Lucie Blvd. sfiereleietaellrrrutrmepedrymtr nYuiyoirames lueNei lia revs geim Gjrcxis[grtls{rlfn(orslrxyaLns 3?stee.Estmtn Csq NOlfy..11cryed¢elinximnEduet#ir41. Fort Pierce, FL 34946 (oppight;0201d Ad Raa!Losses-AetfionyLiumho'li,P.E, Repnelunino of this dommut,in any farm, is pmhihiiad Oboutthe mitten permissiontrom Ad Roo(fusses-AeshooyL Tomho ill, F,L Job Truss Truss Type Qty Ply 67443 A08 Hip + 1 1 A0001722 Al P—f T.,.— F: .f Drnr..o r! gnoea Job Reference (optional) -•�••� ••���•w•• a 9 a io 111L. o.ucu s „ug ol zuin mr i ex lnausines, Inc. wed May 1U 15:34:28 2017 Page 1 I 244i-0 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-4S9_ UENSXMa?7bwny[5ucPcv.1JC6AJT Af8ShdzHtly — i2-0-0i 7-0-i 12-4-0 i14-8-Q 21-M 22-210 32-6-0 37-9-0 44-5-6 51-5-4 2-6-0 4101 4-11-15 2-0� -0i 6-0-0 -2 7-10-0 5-3-0 6-8-6 6-11-14 2-6-0 5x8 3x8 = 6.040 12 3x4 II 5x6 zz Dead Load De0. = 9116 in 6 7 8TIA 9 46 2x4 11' 5x10 MT20HS WB,- 3x6 4 r T 4 10 51 W5 4 11 W1 S t$1 3x6 4x6 G 4 2x4112 3 0 2 WIA2 1 T B 16 1 2 W 17 7x6 11 21 6 W9 48 15 5x8 25 24 23 19 18 46 = 2x4 11 3x411 5x8 = 4.00 12 4x6 = 1 Sig 111 6x10 = 5x6 = 2-6-0 ! 24-" 5], [10_0-2-12,0.2-0], [11:0-5-0,Edge], [13:Edge,0-2-12], [14:0-0-0,0-1-3], [1 0 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.32 16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) • -0.95 15-16 >494 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.44 14 n/a n/a BCDL 10.0 Code FBC2014n P12007 Matrix -MS Wind(LL) - 0.55 15-16 >856 240 Weight: 346 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 M 30 *Except* TOP CHORD 7)' This truss has been designed for a live load of B2,B4: 2x4 SP 4: B3: 2x4 SP No.3 1-2=-106/453, 2-3=-88/526, 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 `Except' *Except* 3-4=-195/453, 4-5=-175/497, rectangle 3-6-0 tall by 2-0-0 wide will fit between the W6,W4,W1 4,W1 8,W1 7: 2x4 SP No.2 5-6=-109/618, 6-7=-1310/1607, bottom chord and any other members. W1: 2x6 SP No.2; W5: 2x4 SP M 30 7-8=-1308/1609, 8-9=-2032/2255, 8) Bearing atjoint(s) 14 considers parallel to grain OTHERS 2x4 SP No.3 9-10=-2337/238310-11= 4679/4255, , 111-12=-4794/4241, value using ANSI/fPI 1 angle to grain formula. BRACING- 12-13=-4623/4159, Building designer should verify capacity of bearing TOP CHORD 1 13-14=-1683/1653 surface. Structural wood sheathing directly applied, except end BOT CHORD 9) Provide mechanical connection (by others) of truss verticals. 21-22=-574/1068, 20-21=-574/1068, to bearing plate capable of withstanding 746 lb uplift at BOT CHORD � 7-20=-511/372, 17-18=-833/1372, joint 14, 473 lb uplift at joint 25 and 1088 lb uplift at Rigid ceiling directly applied or 3-7-11 oc bracing. i 16-17=-3492/4423, 15-16=-3778/4259, joint 24. WEBS 14-15=-261 /265 1 Row at midpt I WEBS 5-24, 8-20, 8-18, 8-17, 10-17, 13-15 2-25=-356/440, 3-25=-443/209, LOAD CASE(S) 2 Rows at 1/3 pts 6-22 3-24=-285/526, 22-24=-2061/1820, Standard MiTek recommends that Stabilizers and required 5-22=-598/957, 6-20=-365/921; cross bracing be installed during truss erection, in 18-20=-672/1438, 8-20=-573/731, accordance with Stabilizer Installation guide. 8-18=-879/589,8-17=-767/1075, 9-17=-526/618,10-17=-3062/2811, j REACTIONS. (lb/size) 10-16=-2254/2829, 12-16=-151/306, 14 = 1693/0-7-4 (min. 0-1-13) 12-15=-5771718, 13-15=-3383/3885, 25 = 457/0-8-0 (min. 0-1-8) i 6-22=-2055/1336 24 = 2465/0-8-0 (min. 0-2-15) Max Horz 25 = 340(LC 11) NOTES- 1) Unbalanced roof live loads have been considered Max Uplift I for this design. 14 =-746(LC 13) 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) 25 =-473(LC 8) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; y 24 =-1088(LC 9) Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) Max Grav I and C-C Exterior(2) zone; cantilever left exposed ; end 14 = 1693(LC 1) d vertical right exposed; porch left exposed;C-C for 25 = 506(LC 23) I members and forces $ MWFRS for reactions shown; 24 = 2465(LC 1) Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water I FORCES. (lb) ponding. Max. Comp./Max. Ten. - All forces 250 (lb) or less except i 4) All plates are MT20 plates unless otherwise when shown. indicated. TOP CHORD 5) Plates checked for a plus or minus 0 degree 1-2=-106/312, 2-3=-88/526, 3-4=-195/453, rotation about its center. 4-5=-175/497, 5-6=-109/618, 6) This truss has been designed for a 10.0 psf bottom 6-7=-1310/1607, 7-8=-1308/1609, chord live load nonconcurrent with any other live 8-9=-2032/2255, 9-10=-2337/2383, loads. 10-11=-4679/4255, 11-12=-4794/4241, j i 9nWg-Fimnflerlglhrehrhe 1�1107r i1C!lajlPla p9<r]AlrwseeammOlSfOS?ONj74?-I)SQiv'ni.[LbllfYi Aa lrnYiMippn�.vantret rml m'etn�'s iaet GeeipOn.ieyQlM11w111e 1¢4wrl.ra.�lrU:,lf.leieea;e Sitttltlxa ru. Lehtf ®ttt.hesklefn6e lCU,etl( ' thTEklr�narF6ln iadlira<edlsrWeiGCWlt rd:f. lsrinss 0:s h�<.xtu„$raYrf¢lir.,r,p::�nm71G3mnsuumrcr}axldifepc4:tuailn5h:rmFmpaxiti.ry4r9e lnipid@aw�irestla teMlWnir,uln11F1.flzinyrenap aylafrtindcurs,mh!!Ei. Anthony afnrgh: PnWrh a..lthrna.104Nisa.m,�Cnet!ldrmdgemnlhlsdfwl0:^pa,WlennedliWs n4Ae �x reftiehnlarilfirerdlafiFl{ Ik ryrmeld6e rasa/ari fielder r!1lrinn;Itdiliajhalb],rl&ge,6nrl3liand hay lSal Ye�n7arsnUif,d T. 80083TombIII, P.E. ' aruar�orYgsrul6a5r�ar.!➢mtesulld"nIN1a5n1Y:FrseeaerlFri:lnrtAtirleillry'G�aeaiSahnldnsnee(IlSgp1E�.4(IrffinlSYJstiAeerrflri..sdprilme.iFFieefimikngns3�ltinalRiisr9tl=LrrcO:stet,Tnrsaet;ruyrnnnnseumW�r:u,aWes 80083 mmnt:iAuualrrexamrpalga z vrey ydipinw! WaW:1 it! rre:rone ugbex is Ar71e 1,,6ngoairnr,enr,ts sinez salWrn r, ni YagfWi" mniadmihrat rn rleEfialkmL 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Ceppig5t®2616Adraotfmssr!-AaPoanyLTam5o.16P.F. Reprodanianalibis dommeai,ioaoyform, ispmhi5italwii5aatihemittenpermission from Adplof[rosszl�Anihanyi.Iam5alli,P.E. - Job Truss Truss Type Qty Ply A0001723 67443 A09 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 312016 MiTek Industries, Inc. Wed May 10 15:34:29 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-YejMhaOj IgiskkV_W?c79d83fjbNvmb7PJu?D3zHtlu 24-6-0 -74-1 1215 55961G-09-1.1 21-0-10 2-0-0 311' 739-0 -6 51 26-0 -11-3-- 4-2-15 -11 0-0 7--0 1, 56 6-11-14 6.00 12 3x4 11 5x8 k1 5xB = Dead Load Defl. = 5/8 in zm Za 4'6x8 =w -1U i9 4.6 = 7x6 = 7x6 = 2x4 II 3x4 II 5x10 = 4.00 12 2x4 II 6x10 = 2-6-0 24-8-0 2-2-07-4-1 12-0-0 15-9-6 21-0-10 Q3 30E-0 s 37-9-0 _ _ i 44-5-6 51-5-0 1 2-2�1 q=10_7 4-11.15 3-5-6 5-3A -11O 5-10-0 7-3-0 6-8-0 6-11-14 04-0 1-8-0 Plate Offsets (X,Y)— [2:0-2-12,0-2-0], [9:0-5-12,0-2-4], (10:0-3-0,Edge], [11:0-2-0,0-1-8], [15:0-4-0,0-2-4], [16:0-3-4,0-3-0], [18:0-4-4,0-2-0], [20:0-2-12,0-3-0], [22:0-3-8,0-2-8], [24:0-3-0,0-4-81, [25:0-3-0,0-4-81,[26:0-4-0,0-1-81 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 0.91 Vert(LL) -0.31 16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.92 16-17 >508 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.45 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.44 16 >999 24.0 Weight: 371 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30, T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B1: 2x6 SP No.2, B3: 2x4 SP No.3 135,136: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' W1,W5: 2x6 SP No.2 W14,W3,W17,W12: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. Except: 1 Row at midpt 7-20 WEBS 1 Row at midpt 4-24, 8-20, 13-15, 6-22, 9-18, 3-24 2 Rows at 1/3 pts 11-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1593/0-7-4 (min. 0-1-12) 26 = 1264/0-8-0 (min. 0-1-11) 24 = 4102/0-8-0 (min.0-4-13) Max Horz 26 = 3661LC 26) Max Uplift 14 = -739(LC 28) 26 = -1154(LC 4) 24 = -2002(LC 8) Max Grav 14 = 1593(LC 1) 26 = 1425(LC 19) 24 = 4102(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/351, 2-3=-1301/1341, 3-4=-358/1103, 4-5=-261/1130, TOP CHORD 1-2=-448/351, 2-3=-1301/1341, 3-4=-358/1103, 4-5=-261/1130, 5-6=-243/1256, 6-7=-913/656, 7-8=-839/713, 8-9=-898/709, 9-10=-1709/895, 10-11=-17261862, 11-12=-4402/1873, 12-13=-4294/1906, 13-14=-1583/804 BOT CHORD 1-26=-274/402, 26-29=-630/659, 29-30=-630/659, 25-30=-630/659, 25-31=-1295/1356,31-32=-1295/1356, 24-32=-1295/1356, 21-22=-224/351, 20-21=-224/351, 17-18=-332/1558, 16-17=-1440/4071,15-16=-1695/3954 WEBS 2-26=-697/588, 22-24=-2390/946, 4-22=-306/328, 18-20=-269/832, 8-20=-608/300, 8-18=-321/550, 9-17=-465/1319, 11-17=-3107/1445, 11-16=-930/2651, 12-16=-134/269, 12-15=-525/359, 13-15=-1492/3586, 6-20=-229/1074, 6-22=-2482/754, 9-18=-1253/433, 3-25=-1176/1676, 2-25=-967/935, 3-24=-1910/1429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; end vertical right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 lb uplift at joint 14, 1154 lb uplift at joint 26 and 2002 lb uplift at joint 24. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 677 lb down and 454 lb up at 4-3-8, 677 lb down and 454 lb up at 6-3-8, and 677 lb down and 454 lb up at 8-3-8, and 677 lb down and 454 lb up at 10-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9=-70, 9-13=-70, 1-23=-20, 20-21=-20, 18-19=-20, 16-18=-20, 14-16=-20 Concentrated Loads (lb) Vert: 29=-586(B) 30=-586(B) 31 =-586(B) 32=-586(B) Pcih1-9ernn,m¢I,roar 11e9IIaSF nCis3t5s'S3?. RF311 FUS6(OSDIMT,WSTo41-ILT:r')IIl[;8([rt40I' lam Te:i(( imp f 9—i rtd wtkutlr Ire sWit On.bI P� mdllsldamJT.(nla rrL l!t,. 5-and., w. Selina)-,, Rid n6e laD..u1( lLlik"writ,'nstallkn,ifaNWith fe.l.lsainn0:s.'x(qm,x¢e,sre;hLfi&iiui,`a6-innfMq.1als—,glowfnz(iak:ncil eieh:nu3ropnnE¢h; ere eny,nae Wilt Truss igddulr,IDMIlMnln(. Ivinll,—rsps. W,r niters.'Miuly Anthony T. Tombo II1, P.E. uined ttsLnia.g t:o ,02311, 6....p,.le, da a.". rya.,R:aianl„ial,dn n, Mlenr ow"'Is 3eud,ddh, n(,fi, lKnit4elvdb, 1Iigufind Rii. Tk g—1 V6,TDD.1 M RA,. e,4 ruts; hddigf.Aq.skgt,shF.aianihnse sidi k,kns(nshurtfd = 80083 ' a,Ienr.1D.-OMad6mNn.toWts1daUM IDS Idkprol-diAM.df.IsUl(O:gMsof4hldnsd'mn(Ifs(lplli:toikrRl,dSG.le,nlrnsdhq-iIid."1111id�an@,nlnibliinalMrs dlMlnnD-,.mena�,d ,Tas,rmpf4u—iNis,,1.,%Wiss.. 4451 St. Lude Blvd. tllesha«iaidk.arammipedgn2 niyv kraaltamer miler. lie lm Dtla lghrn is saln, Irlliq Dalpf,al SIMftflov deq f0bl.:a rrim2d I. uanddinkTIP. Fort Piece, FL 34946 (opydght�lRldAdReofpeusses-ArnhodyLimhoIll,P.P. Repmdudinnofihisdomment,incry form, ispmh20edwohounhewrineopermissienhomAdRoolTmsses-AelhonyLlorbolll;p.i. Job Truss Truss Type qty ply IS A10 Hip 4 1 A0001724 A'I Annf Tn,c�e� CnA DI....... CI 7AnAc _._____ � ..__ _.. ...... _. __._� _ Job Reference o tional 3x4 II 1 5x6 = •M Ku- o.ucu s „ug 3I 20Io Princ umzu s Aug si zuiti Mi i ek industnes, Inc. Wed May 10 15:34:29 2017 Page 1 i ID:mGLhpp2eZfOSiwuCojaHl4znX3D-YejMhaOjlgiskkV_W?c79d82bjbUvm87PJu?D3zHtlu 5-7-14 10-11-5 12-7-}t 18-5-3 25-8 4 32 4-10 39-4-8 5-7_14 5-3-71 7-1 5-9-15 7-36-11-14 I 5x8 = 5x10 MT20HS-- 6.00 12 Dead Load Defl. = 11/16 in 14 1a 5x6 = 3x4 = 18-5-3 4.00 12 6x8 = 8 9 3x6 = LOADING SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IM TC 0.98 Vert(LL) -0.48 14-15 >971 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 J BC 0.78 Vert(TL) -1.06 14-15 >444 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.67 9 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 jj I Matrix -MS Wind(LL) 0.60 11 >779 240 Weight: 275 lb FT = 0%¢ LUMBER - TOP CHORD 2x4 SP No.2 `Except* T2,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W8: 2x4 SP M 30 W9,W13,W12,W6: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-13 oc bracing. WEBS 1 Row at midpt 3-14, 4-12, 6-12, 1-15, 2-15, 8-10, 3-13, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1759/0-7-4 (min. 0-1-15) 15 = 1759/0-7-4 (min. 0-2-1) Max Horz 15 = -607(LC 8) Max Uplift 9 = -743(LC 13) 15 = -641(LC 12) Max Grav 9 = 1759(LC 1) 15 = 1759(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/422, 2-3=-1537/1714, 3-4=-1428/1713, 4-5=-2107/2169, 5-6=-2124/2135, 6-7=-5106/4499, 7-8=-4814/4287, 1-15=-309/413, 8-9=-1750/1704 BOT CHORD 15-16=-541/1020,16-17=-541/1020, 14-17=-541/1020,13-14=-616/1225, 12-13=-1151/1936, 11-12=-3741/4734, 10-11 =-3893/4436, 9-1 0=-273/277 BOT CHORD 15-16=-541/1020, 16-17=-541/1020, LOAD CASE(S) p 14-17=-541/1020, 13-14=-616/1225, Standard 12-13=-1151/1936,11-12=-3741/4734, 10-11=-3893/4436, 9-10=-273/277 WEBS 2-14=-267/612, 3-14=-223/384, p 4-12=-1117/1454, 6-12=-3459/3182, j 6-11=-2352/3010, 7-11 =-1 45/387, 7-10=-612/735, 2-15=-1746/1769, 18-10=-3483/4045, 3-13=-551/424,' 4-13=-1215/895 NOTES- 1) Unbalanced roof live loads have been considered i for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for tl members and forces 8! MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 1 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 743 Ib uplift at joint 9 and 641 Ib uplift at joint 15. i 9znug-flan autyllrr!h>tEx•f 1lgg; tICS5E5(SFlii�u[[3AI ItiY}8to:mnCu(USTOM, FC'Ft)3Q6Gnil[4u:krlue. ur71 hzipp;c!hnarnsl en!z!!di,m!zcssf}Zonxey�l�';w}ntlt4nlLTrhI?,l.E.}ehr!a;etSe!:s!i¢!n!. Celtz!J,,y�:!z2ldar!IC0"'11 FAiekc�erplmzskilpe!settx�eTC Solt Tel. Atolrr:zU:sQ Eya:xEi_,SRa!lrylElix=v.tl:zxlnmyi�;lyn!¢1,azay!a!dt6elnhsziadzyawurn:ymdi!¢@r5t hapAmez¢}It Im.; h1iudn 9±10ulf'Wer }I. ruitzll!xu¢P."tirzi n!l}ntc, uihiwt -. pyth0flY T. ntn!A2, has kx¢q dil}nhCe mpaC:lry zfla 0ngh0+!eiseatxnzti y!2nlvWlreri grrF.¢,n3e nnen zfti!li4&tICn11S!lo¢Itrr]6y,d!nrrPrl. Re erylnzl a!li!ID6af affilflrs!!!II<Tm,,hd!rnyF.duy nr!p,ee!fniant hn¢s z4dil!Ne nslrtsirliryd Tombo III, P.E. ' In6ar hd ni6>hmn.Agenez,!t!nul}!Iggnp oCiazn},adonA}tirrS'q 580083 nr. r r r RnISAhld,¢!a;ttSQldEallrlfln}SCJct!Arns/Gx7 sd}Hrz!.Iftlido!,&!nzlnsel3eznlQ,dlrin!,0!S!s,Tnss&:iI!hytertalinzzLzd+} e,,nhn • Mn:ned}mz}h,}e¢uryndynie nGt}I}o!I rtmaln!hd. Ih rn;SDu$tG}hn,izEi fitG}ly gesi{xynlmstl,k¢6}iswra'n}h;lfiy. N;y¢dn,llnsmrsddlalSo irrL 44515t. Lucie Blvd. (¢pyright®Yhl6AdPcaEl,¢sss•ArahoryLTomh¢711,P.F. Reprodutiiandihisd¢mment,inany form, ispi¢hihiizd wilhoNih¢minenpermission from AdRoof Erusss-Araho¢yLienh¢III, P.E. Fort Plerce, FL 34946 ti 1 Job Job Truss Truss Type Oty Ply 67443 A11 Hip 1 1 A0001725 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com , 5-7-14 10-11-5 3x4 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:30 2017 6.00 F12 5x8 = 5x10 MT20HS= 15 lb 7/ 14 13 9 5x6 = 5x6 = 4.00 12 3x6 = 3x4 = LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.48 14-15 >970 360 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -1.06 14-15 >444 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.67 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.60 11 >779 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W8: 2x4 SP M 30 W9,W13,W12,W6: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-13 oc bracing. WEBS 1 Row at micipt 3-14, 4-12, 6-12, 1-15, 2-15, 8-10, 3-13, 4-13 y• MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1759/0-7-4 (min.0-1-15) 15 = 1759/0-7-4 (min. 0-2-1) Max Horz 15 = -607(LC 8) Max Uplift 9 = -743(LC 13) 15 = -641(LC 12) Max Grav 9 = 1759(LC 1) 15 = 1759(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/422, 2-3=-1537/1714, 3-4=-1428/1713, 4-5=-2107/2169, 5-6=-2124/2135, 6-7=-5106/4499, 7-8=-4814/4287, 1-15=-309/413, 8-9=-1750/1704 BOT CHORD 15-16=-541/1020,16-17=-541/1020, 14-17=-541/1020,13-14=-616/1225, 12-13=-1151/1936,11-12=-3741/4734, 10-11=-3893/4436,9-10=-273/277 BOT CHORD 15-16=-541/1020, 16-17=-541/1020, LOAD CASE(S) 14-17=-541/1020, 13-14=-616/1225, Standard 12-13=-1151/1936,11-12=-3741/4734, 10-11=-3893/4436, 9-10=-273/277 WEBS ' 2-14=-267/612, 3-14=-223/384, 4-12=-1 117/1454, 6-12=-3459/3182, 6-11=-2352/3010, 7-11 =-1 45/387, 7-10=-612f735, 2-15=-1746/1769, 8-10=-3483/4045, 3-13=-551/424, 4-13=-1215/895 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 743 lb uplift at joint 9'and 641 lb uplift at joint 15. Dead Load Defl. =11/16 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 275 lb FT = 0% 7uwp•Fles+tl,rteq!¢rnsty fie'l�l ls17f 11DSS6'Srdfi;efr9ll lrIN564150111DlS(DSIDN R,n3'i3BADSt![SYEkr lm,xh:if(tcsippz,e,hane ad eai,uyt in,thsig, PnvigliLC; midlir leMorl.6clele;rf.Wrtaz SWttefaze ru. Dales aY<nls,:ufeleaRe RO,nlp ILTettmk,fldtr,kUktsetir2<Inbl"ee.A,timsCa.,n Fyd,asi.e„Spe:�d7FFlaes4 n: sslrisaplD3 rgrnms m,rgFnstdde rsac,ua,l alna,apre:prasittgrr a<ksgancemsut,nsltt �vn:lDs,dr,estnIRI. rxempti:.atrm inzier salnsys, �maam: Anthony T. Tombo IIi, P.E. N—Ihihm W.7hd'.allt ut,al„sih:uryae,D.."hc.�,,A,,kd,(rcnn,wun Dt:pr,,h!4.e,r,nts:U;kitt.itftb!m;llii bn/rrla. mtr,�n,!ru,mo-at �r.u„ttsa,r,n;iw,laylna�.,�.gt,o,t�^<u.nlmystt!s: a�nsrn,wrt(d - 80083 r n,t,7GgD:sigaad[w5,dn.taaesstt,eueiDCnl3srnfresnlpvidelesAkkiisror� ueyranercaptsgrtso-xeurty!nastue,dnnsat.ry.tpunt.11a art,m(t„aiainnaONSan:l„roeu(ta,ImsEiir,fg.—WI—umama,Wm 4451 St. Lucie Blvd. drwla fifintl 1! . Nw watignmve:rg if if rsaes taeal.l'e,rnnD,zn hreai it 1019,GI/igD0im,trlmsSlim .11tn arto erdtnl. a aladmt!sa, ne ttddtntv711. Fort Pierce, FL 34946 (apyrighl�tplbA-IRaalTmsses-AmhrayT,Temhalll,P.E. Repududforolthisderumml,inany lmm,isproh1hedwithdunhemittenpesmissionfremAdRoriTrasses-Arahaayl.TampaIll, P.E. Job Truss Truss Type Qty Ply 67443 Al2 Hip 1 1 A0001726 Al P—fT.—c 1:. ore.,. al or -An .,,._:_...;.,_,.___ __ Job Referenceoptional) ��ryr o Uss.coM I scull. o.ucu s rug a i zu to rnm: U.uzu s Aug 31 2016 MI I ek Industries, Inc. Wed May 10 15:34:31 2017 Page 1 ID:mGLhpp2eZfOSiwuCoja Hl4znX3D-U 1 g76FP_gHya_2eMeQebE2EOpW E_NgLQsdN6lyzHtls 5-7-14 10TO 18-5-3 25 8-3 32-2-15 39 4-8 5-7-14 5-3-71 7-5-14 7-3-0 fi 6-12 5x6 = 5x8 = 6.00 12 i 3 4 Dead Load Defl. = 1/2 in T' 3x4 3x4 II 1 15 16 1+ 14 5x6 = I 3x8 = 3 5x6 WB_ 3x4 56 W 46 s' 0 W6 47 4x4 I I 8 8 82 BJ 0 ]a 18 13 12 19 11 20 10 3x6 = 3x4 = 5x6 WB= 3x4 = 18-5-3 28-1-13 5x6 = LOADING SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.56 14-15 >837 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 1 BC 0.97 Vert(TL) -1.12 14-15 >420 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.18 10-12 >999 240 Weight: 267 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T2,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` 132: 2x4 SP No.2 WEBS 2x4 SP No.3'Except* W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-12, 1-15, 2-15, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide. ! I REACTIONS. (lb/size) 15 = 1759/0-7-4 (min. 0-2-3) 9 = 1759/0-7-4 (min. 0-2-1) Max Horz 15 =-601(LC 8) Max Uplift 15 =-641(LC 12) I 9 =-743(LC 13) Max Grav 15 = 1859(LC 2) 9 = 1759(LC 1) i FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except) when shown. ! TOP CHORD 1-2=-343/422, 2-3=-1532/1714, 3-4=-1384/1654, 4-5=-1854/1975, 5-6=-1868/1941, 6-7=-2526/2407, 7-8=-444/473, 1-15=-310/414, 8-9=-393/502 I BOT CHORD 15-16=-535/1100, 16-17=-535/1100, I 14-17=-535/1100, 14-18=-896/1587, 13-18=-896/1587,12-13=-896/1587, 12-19=-1583/2064, 11-19=-1583/2064, u BOT CHORD 15-16=-535/1100, 16-17=-535/1100, 14-17=-535/1100, 14-1 8=-896/1587, 13-18=-896/1587, 12-13=-896/1587, 12-19=-1583/2064,11-19= 1583/2064, 11-20=-1583/2064, 10-20=-1583/2064, 9-10=-1996/2229 WEBS 2-14=-269/673, 3-14=-220/336, 4-14=-598/596, 4-12=-689/867, 6-12=-827/1031, 6-10=-270/466, 7-10=-218/519,2-15=-1779/1771, 7-9=-2408/2124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,- BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 641 lb uplift at joint 15 and 743 lb uplift at joint 9. LOAD CASE(S) Standard g M 1, n6Anthony ®(Wisp -Horse ansgllru,kYtSe'l�ifD,r 11D5l8(Srdff?, uER3d11E[N58(alDIDDSS(D1tOBj rm712{CCdni[DeYar hrm. Inar hairypncdausef rnl �esn"as Gns Ceti3(Ourb9ilDC; saA 141�lstrl.(sxis@:rl.lehreaz5�ttetse (13. lihssda.if(sRlelmlke rL9, ulr latekra,mtflehssidlk(uthrSe7DCuh edt. ls(imsPn hrm:x[s,<Ir.(t7hjs:±`sM±sxln�iWr4rtemseisr,Qzasdne{n4seimle(eia:fmgtersa:h7J.fa;Ft leupel Ac sh3!e irtse lyiad(s 15ttUCnl7,oisr lrCl.fl:te:irynuo(iee,luthsu /a su ttifzL`:at fl af(udrssTtnsWoTi'lag1;uh usp.4dA,a—,,Ee bnels sesms,lgrfnfit M41-3Dh7rT,ub±r±shd this Irk,19.1fitIndnlfiquhofTR L To dGe IDDta ery6!u.0 Ctl, inn;bdetigbftnnq"rr'eshrliunll•nss L4 asrsairya Yam, Tombo tlI, P.E. Zt n(t,arwo:sipxni 6Y edrt. sD xusdtd'eh 1DC nl ksrcmnsedrstilsndtuk ter Gep alSd±ry dnxd a;stSglelrJ±lyri t(lsW ctsdemlExpardpl,a<.ls4tld n@(nsrnfilenniQfitsd atl ssLLups,itsn0 vp g±nnllnssMmUdnrcnkn 80083 .4-hrfdaedlrr(ahal(pcdgni(va"lTdl pdkr hnlsed. pia AwDeCnfgr 1{IN3t k1figDaipd,trT,.ss-Idrs EgWr,dnJ!7llq. dllRjadmdlsrc In. ddns! mTRI. 4451$L LUCIe Blvd. (appig6t07P189dAaatUDsses-Aat6DnPT.Tanhalll,P.E, Reprodudiaaalth�isdotomem,inanTlDtm,ispro6i4ittdxit9outfiesnittenpermissiaafrom A-Tloaf Trusses -AmhoarLTomDaIII; P.E, Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 67443 A13 HIP 1 1 A0001727 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 May 10 15:34:32 2017 Page 1 I D:mGLh pp2eZfOSiwuCoja H 14znX3D-yDOV KbQcb b4 RbC DZB 89gn FmckwcD69TZ5 H6ggOzHtl r 7-0-1 12-0-0 ,14-8-017-9-12, 23-0-0 27-8-0 ,30{-0 37-0-9 i 44-3-11 , 51-5-4 4-10-1 4-11-15 2-0-0 3-1-12 5-2-0 4-8-0 2-10-0 6-10-9 6-11-2 7-1-9 6.00 F12 5x8 = 3x4 II 5x8 = 26 29 3025 31 243L23 33 34 - 35 18 -1 36 16 3715 14 Dead Load Defl. = 7/16 in 4x6 = 7x8 = 12x1✓ffi-FORS= 3x4 II 4x6 = 5x6 = 6x10 = 3x8 = 2-" 7-0-1 12-0-0 ,14-811 23-0-0 27-8-0 30-6-0 40-2-10 51-54 12-2-0„ 2-2-0 4-10-1 4-11-15 2-0-0 8-0-0 4-8-0 2-10-0 9-8-10 11-2.10 0-0-0 Plate Offsets (X,Y)- [2:0-2-12,0-2-0], [7:0-5-12,0-2-4], [9:0-5-8,0-2-4], [14:0-2-12,0-3-0], [19:0-3-4,0-3-0], [21:0-1-12,0-0-0], [22:0-4-0,0-2-8], [23:0-1-12,0-0-0], [24:04-8,0-1-8] [25:0-4-0,0-4-8], [26:0-3-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.31 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.78 14-15 >598 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.14 15-17 >999 240 Weight: 377lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 'Except` 131: 2x6 SP No.2, B2: 2x4 SP No.2 B5,B6: 20 SP M 30 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-19 WEBS 1 Row at midpt 4-24, 7-20, 7-19, 9-19, 10-17, 12-14, 3-22 2 Rows at 1/3 pts 6-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 26 = 1437/0-8-0 (min.0-1-12) 24 = 3885/0-8-0 (min. 0-4-9) 14 = 1637/0-7-4 (min. 0-1-15) Max Horz 26 = 358(LC 7) Max Uplift 26 = -1093(LC 4) 24 = -2016(LC 8) 14 = -755(LC 28) Max Grav 26 = 1506(LC 19) 24 = 3885(LC 1) 14 = 1637(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-43B/341, 2-3=-1192/1101, 3-4=-408/871, 4-5=-2671732, 5-6=-245/873, 6-7=-1226/752, 7-8=A306/848, 8-9=-1304/847, 9-10=-1547/888, 10-11=-2059/1118, TOP CHORD 1-2=-438/341, 2-3=-1192/1101, 3-4=-408/871, 4-5=-267/732, 5-6=-245/873, 6-7=-12261752, 7-8=-1306/848, 8-9=-1304/847, 9-1 0=-1 547/888, 10-11 =-2059/11 18, 11-12=-2234/1090, 12-13=-381/224, 13-14=-348/264 BOT CHORD 1-26=-267/395, 26-29=-621/654, 29-30=-621/654,25-30=-621/654, 25-31=-781/142, 31-32=-781/142, 24-32=-781/142, 23-24=-562/115, 21-23=-270/12, 21-22=-397/1319, 21-33=-344/784, 33-34=-344[784, 20-34=-344/784, 20-35=-325/1088, 19-35=-325/1088, 8-19=-283/233, 17-36=-615/1773, 16-36=-615/1773, 16-37=-615/1773, 15-37=-615/1773, 14-15=-910/2030 WEBS 2-26=-781/576,22-24=-3260/1805, 4-22=-377/375, 6-22=-2278/812, 6-20=-240/841, 7-20=-522/286, 7-19=-396/797, 17-19=-270/1393, 9-19=-276/248, 9-17=-330/468, 10-17=-800/612, 10-15=-164/490, 12-15=-202/372,12-14=-2138/970, 3-25=-1027/1358, 2-25=-758/843, 22-25=-934/1656, 3-22=-1 701/1363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;'h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; end vertical right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1093 lb uplift at joint 26, 2016 lb uplift at joint 24 and 755 lb uplift at joint 14. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 677 lb down and 454 lb up at 4-3-8, 677 lb down and 454 lb up at 6-3-8, and 677 lb down and 454 lb up at 8-3-8, and 677 lb down and 454 lb up at 10-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-9=-70, 9-13=-70, 1-23=-20, 19-21=-20, 14-18=-20 Concentrated Loads (lb) Vert:29=-586(F) 30=-586(F) 31=-586(F) 32=-586(F) OeTnr-Flea parterllr rerx.r!e'1�1ICE i1LSSFS{SfO�ufF3AtI!L45Br0#UIpuAS(YfIOV{-IN"[rft(A6C8iE[�ViYi lxn lrrf(te!ils pm7a!tutuC:edahiuCd!Gn!Ce!ip0!cviel!Im'jxdtle EnlarL6zlsC!,P:.IAc�na Siu!Iela:!iu. CrJnte'Ettxlu!`tielnlEelCC,my '. gait mtmj!"umullntiol81"Do 1.1144.11r Trnsan.�.Ilpo!atll,ae:nll Fi)ILw pfl:I�n q Witiri. !WiffpAllliRi r!fti'tilltlsli:!'lllrtl,Y+i:illvh,6;x2![SLJ1 tI Tdfbpll lroSillli]d 41 H`ICCnIr,!!1[I IIFI.I1:t<!III9S)grENS,IKfR![tllLlnf, ��ituoy Anthony T. Tornbo III, P.E. nt.ed hsTmstncgr«CI.T ltC1 r1!rn!rxlojt6! Cna,G Cads edna!t ages n Yelxt[ur 0e:e,a dxu!ler, gh! pLd11t(szl la bit iElfigrda nr181. Rx errT!rl dGrlCUnt q fi:pnrdtllinn. hdern;kati!j, sluer!,us1s[eliaui tn2p slt'Ie nsrasnCCrt ' rietrilt U•u �d[roRnsn.nllna!nrtpr.:topotae¢Cime11 idundtte!<i11i6 xlY�4I.191mtemilll 161a11IrinlSSnclldan:ltrx•xt pane.l8die5xr@lrzsnspirrresniA.tiestl61ns08s s,Lns�!irFDozelrellnssVarh;bra,nlen'' =80083 4451 5t. Lucie Blvd. rtlnwisri1rtt14rrrxnM erre:tpar4 r,rr;f)il rl:rtn isnC>i.lil ha;tDnn Gp�uis r9lflebIlmr Oai,rH,«Lasr SrtleR himaoflgheliry. SC;ryrtC1lva;mndd,nl r61IF1' Fort Pierce, FL 34946 (opydghr92iT164-1Roof Gasses-4nthoayf.TomboIII, P.E. 4athonyT.TomhoIII, p.I, Job Truss Truss Type Qty Ply 67443 A14 Hip 1 1 A0001728 Job Reference (optional) ��ey a ��• �e Run: o.ucu 5 Aug sl zu so Print. rs.uzu s Aug 3i zu16 nnl I ex Industries, Inc. Wed May 10 15:34:32 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-yDOVKbQcbb4RbCDZB89gn Fina7whx6BEZ5H6ggOzHtlr +2.6-0! 7-4-1 12-0-0 14-8-q 21-0-0 27-8.0 36-1-0 44-6-0 ! 51-5-4 2-6-0' 4-10-1 4-11-15 2�3-0 6-0-0 6-8-0 8-5-0 8-5-0 ' 6-11-4 - 6.00 12 6x8 - P 3x4 II 4x6 = 3x6 = 6x8 zz 23 22: 21 3x6 — L7 16 75 14 28 13 29 12 46 = 2'AwL 11 3x4 11 3x6 = 3x6 = 46 11 4o = 5x6 3x4 = 7x10 = 4x8 z-sx-= Dead Load Dell. = 114 in 2,0-3-4), LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.46 22-23 >258 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.37 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 356 lb FT = 0%n LUMBER - TOP CHORD 2x4 SP M 31 'Except` i T3: 2x4 SP No.2, T5,T4: 2x4 SP M 30 IJ BOT CHORD 2x4 SP M 30 *Except* B3,B4: 2x4 SP No.2 I WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2, W8,W11: 2x4 SP No.2 W13: 2x4 SP M 30 BRACING - TOP CHORD 1 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. 1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-17 WEBS 1 Row at midpt 4-22, 4-18, 6-18, 6-17, 14-17, 9-14, 10-14, 10-13, 11-12, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide . REACTIONS. (lb/size) 23 = 537/0-8-0 (min. 0-1-8) i 22 = 236510-8-0 (min.0-2-13) 12 = 1714/0-6-15 (min. 0-2-1) Max Horz I 23 = 630(LC 11) Max Uplift 23 =-537(LC 8) I 22 =-1319(LC 9) 12 =-744(LC 8) 1 Max Grav 1 23 = 539(LC 23) 22 = 2397(LC 2) I 12 = 1763(LC 2) I I FORCES. (lb) 9 Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-123/285, 2-3=-134/507, 3-4=-399/666, 4.5=-1448/1547, 1 5-6=-1384/1583, 6-7=-1726/2001, 1 7-8=-1724/2000, 8-9=-1724/2000, TOP CHORD 1-2=-123/285, 2-3=-134/507, 3-4=-399/666, 4-5=-1448/1547, 5-6=-1384/1583, 6-7=-1726/2001, 7-8=-1724/2000, 8-9=-1724/2000, 9-1 0=-1 642/1874, 10-11=-1233/1308, 11-12=-1654/1609 BOT CHORD 22-23=-693/181, 21-22=-285/0, 18-19=-302/17, 18-27=-1193/1185, 17-27=-1193/1185, 7-17=-545/640, 14-28=-950/1025, 13-28=-950/1025 WEBS 2-23=-349/449, 3-23=-565/378, 3-22=-373/595, 20-22=-2075/1944, 4-20=-2059/2083, 4-18=-1161/1530, 6-18=-629/712, 6-17=-737/928, 14-17=-1440/1451,9-14=-781/929, 10-14=-890/1004,10-13=-798/919, 11-13=-1143/1354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 537 lb uplift at joint 23, 1319 lb uplift at joint 22 and 744 lb uplift at joint 12. LOAD CASE(S) Standard o�ui-rlms!8erte¢IrnrkY ru'LI Ig�;+TICS!0; f.9!'J",.1{3A I;L45 8 (b%D;Ili1i (JS?OAjWT:i jt?fS;b:f(�xr%iMo. rrd(haip yr+te!+eel rul ccys n^ds innCnipq Aatixy{IM'jmltle lo8arl6:laGt,rf. rdsnue 5ia!tehe-v. GntrnaYu.Irz sklel n Be rCD,ulr WLke�eNerinensllieeset4;3eitCnlnti./seimsP:srs E.IQ`s[:,SieaeE7hyLnze G:+xlnveriggrgn;+®eeg3aeADrpnininilegon:urr.:pa+6itJrk; Se reti�dt6e snpfe lnssigel In&lbgerlr,nen iFrl. Iklrlp nroiCrcs,IMui mlGieet, ndil�:fi Anthony T. Tombo III, P.E. neenel Ceei�mw:ee(ml�rs l+a<inrnera�yamgnn,r�undnal�dy+cnis:t::lr lo,�,�a.�!and®+ucaelxe,nsslrsl�irq+a.m?rla. runnnldaemewena:unern+t n,�me�glrnr�. sage.;.ro=.enA�r..!�paalne,nye�r:�ald ' lielrl Orsi n[Ge^e�er. 111utnn!eAuMining1, ,,*.,d Peer neIftbof = 80083 b9 P+e r f gGepeenlSdelp lVs+aelns?tfSPipdE.brirrfl nOSxA erenlnnsihrrssd S+ilexe. 1P41 d:fiaes@ensrns�ilan eel kfindM:Inn 0.,nn,im+0°.ipEy?r<!rni rnss Vnehtlnu,nlen e9ercnsieArAire (x6¢Ispedgn@ nculrklpartes luehed 1k In;+Dn!<t Gr� Is F,ifie billiegReilaxynLrs; 5<ps1e� Gibtc degh9fiep. NaiCdcerters; ne es d�nl � ill1. 4451 St. Lucie Blvd. Fort Plerce, FL 3444b Coppight01016AdRoof Uasses-An!docyi.TanboIll, P.E. ReReodoniunonbisdosoment,inany form, isp!ohlEitedmihourthe "riven permission from A-1Roolhusses-AmbonyLiou!buIII;P.E. P a Job Truss Truss Type Qly Ply A0001729 67443 A15 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:33 2017 Page 1 I D: mGLhpp2eZfOSiwuCoja H I4zn X3 D-QQytXxREMvC I D M ollrg3JTJ I i KO SrcMj Kxs DMgzHllq ,2-6-0, 7-4-1 12-4-0 ,14-8-q 19-0-0 , 27-8-0 34-11-0 41-0-0 ,43-9-0, 46-3-6 53-1-5 2-6-0 410-1 4-11-15 2-0-0 8-B-0 7-3-1 fi-1-0 2-9-0 4-0-0 4-9-15 6.00 12 5x8 = 5x6 = 3x4 II 4x6 = 3x6 = 5x8 = 10 23 22 21 3x6 = 27 16 15 28 29 14 30 31 13 4-11 3x4 11 5x8 = 6x8 = 5x6 = 4x6 = 5x6-- 3x4 11 7x10 = 4x6 = 2-6-0 ,2-2-0„ 12-0-0 ,14-8-Oi 19-0-0 27- -O 34-11-0 41414 ,43-9-0, 53-1-5 2-2-09-10-0 2 . 49 8-8-0 7.9-1 6-1-0 2-9-0 9-0-5 0-0-0 Plate Offsets (X,Y)— r4:0-2-12,0-341, r5:0-5-12,0-241, r7:0-3-0,Edge], r13:0-3-0,0-3-01, j14:0-3-0,Edge], [15:0-4-0,0-2-4], j17:044,0-341, r22:0-3-0,0-3-01 Dead Load DeO. = 3/8 in c? 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.45 22-23 >263 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.55 17-18 >881 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 376 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T3: 2x4 SP M 30 BOTCHORD 2x4 SP M 30 *Except* 133,134: 2x4 SP No.2, 135: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-17 WEBS 1 Row at midpt 4-22, 4-18, 5-18, 5-17, 15-17, 8-15, 9-15, 9-14, 10-14, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 23 = 518/0-8-0 (min. 0-1-8) 22 = 2462/0-8-0 (min. 0-2-14) 13 = 1786/Mechanical Max Horz 23 = 521(LC 12) Max Uplift 23 = -333(LC 8) 22 = -1397(LC 12) 13 = -715(LC 12) Max Grav 23 = 524(LC 23) 22 = 2462(LC 1) 13 = 1854(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-151/263, 2-3=-148/408, 3-4=-353/372,4-5=-1337/1203, 5-6=-1989/2024, 6-7=-197412010, 7-8=-1974/2010, 8-9=-1890/1914, 9-1 0=-1 423/1505, 10-11 =-1 449/1467 BOTCHORD 22-23=-478/83, 18-27=-8711110 1, BOTCHORD 22-23=-478/83, 1 8-27=-871 /110 1, 17-27=-871/1101,6-17=-613/749, 15-28=-1330/1606, 28-29=-1330/1606, 14-29=-1330/1606, 14-30=-7601870, 30-31=-760/870, 13-31=-760/870 WEBS 2-23=-305/403,3-23=-359/143, 3-22=-377/666, 20-22=-2065/1835, 4-20=-2075/1960, 4-18=-1165/1600, 5-18=-860/895, 5-17=-1137/1292, 15-17=-1492/1878, 8-15=-609/685, 9-15=463/623, 9-14=-1407/1464, 10-14=-999/1025,11-14=-3531787, 11-13=-1797/1598 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 333 lb uplift at joint 23, 1397 lb uplift at joint 22 and 715 lb uplift at joint 13. . LOAD CASE(S) Standard ... dtr�al•fl»se trait miee@t'pI1T!7iDSSijfttl8'yta?tgift.4k3@%3tik�sSt4S12il�.t![t�,kcR9kiwfufAl'hrm. tnllteY�{atrtzt'!!tMtnle�naaitit itns c3uteirsrti!,'tpi;tal"e taitnl.'tr�o114rL1eMaa 4ttelEehnne t!tnt�!rtue Galn3a;G9,nIr Y,ileFunn7 ptn eP„'kn'dh6r@€h!t »51l tI^tn nsgtreeam t.a,Sret tAJ +erc;.":e sei.»wriet nttett eaxts(luweRt rf✓s;tu!!gianr>Ert pa3:iuYm6ekopdin staileLns ispded�tatr""+Onh.,�n lfll, iGkdnes»st"us<s, la tl uC'xsks di%arI Antblly L Tombo Ill, P.E. rdatex6iti»tehrenCxl4y s!bra;(aas6i:it!dtl.Cu»,ha Csenita!titidatedertittzl�g3ni}sa u6ettde:tsllS!:1;4eR:wtsuh!d lc eu;;t3e ad,ill r»gtnMdUel:aat try`n!1rad3e uasLziriags�Ctysh,q:,atdm»^.theca�s4aGheh»spte.ifL7; at y80083 ' 1.10 FtaPe»![nbatg ki»:at stl atbtLP.Oal6ttrxt tt ¢it 0a'dF.at ,b er'sdcr ttaez4:t!JtSrpst4A+ltr':NWsx.6 arneL!ex.+/frttnnt,xitae lX!lEaesErnsp»155Cistsl one. 14tzuan1,r"JR.. ptcn rrm nll!e:t 4451 St. Ludo Blvd. e3neHe stb»dRta[r�^ad Cyan geansrmrjErtCraietattptA?EeirnshstpEepara is kWl3t tait9:rsyr rCG»s:Jslm&g»cdar iuYnt. k;,try!tuaedh+m!m»t!",u1p U61. FOti Pierce, FL 34946 Coppigtl �i: 70Ib A-i Rooi lmssss-Anihaeyl.lomin lll,P.E, iqu darien titbis dummest, is uay raam, is probihited.hbout the nitsen petmiss€an 5om U Rod lrussts-Whuyl.lorto 11111 Job Truss Truss Type Qty Ply 67443 A16 Roof Special 1 1 A0001730 " Job Reference o tional A I Ruul I lubbeb, run Pierce, rL 34940, oesign@aitruss.com Run: 8.020 s Aug 31 2u16 Print: 8.U20 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:34 2017 Page 1 , ID:mGLhpp2eZfOSiwu( ojaHl4znX3D-ucWFkHSs7CK9rWNxJYClsgslykNRa36sYbbmvHzHtlp 2-6-0 7-0-1 12d-0 ' 14-8 17:2 22-5-12 27-8-0 32-11-2 39-0-0 42-9 0 -9 48-9-6 53-1-5 2-6-0 4-10-1 4-11-15 ;2-0-0 2-4.0 5-5-12 5-2-4 5.1-3 6-0.14 3-9-0 - 4-0-7 4-3-15 _ � Sx8 �1 6.00 12 3x6 = 5x6 zz Dead Load Detl. = 9/16 in 5x6 4x6 = 3x4 II 3x8 = 5x6 = 1 13 3x6 6 3x6 9 10 11 T - 3x6 � 14 3x4 II 5' T W 15 4x6.- 4 4 7 2x4 112 3 5 11 16 mo f 8 1 T 6 0 7 ° 15 ar 24 22 jo 28 " 23 32 27 26 33 19 3435 3637 38 '- 21 20 18 17 16 46 — 22,f4-j l 3x4 11 5x6 = 3x6 = 3x8 = 5x6 = 46 = 5x6 = 44 II 6x10 = 4x8 = I 3x8 = 2-6-o i 12-2-074-1 s 12-0-01 14-8-017.0-Q 27-8-0 32-11-2 39-00 44-9-0 53-1-5 t2-2-0410-1 4-11-15; 2-0-0 2-0-0 1041-0 5-3-3 6-0-14 5-9-0 8-0-5 0-0-0 i Plate Offsets (X,Y)— [8:0-3-0,Edge],[16:0-3-0 0-3-01 [20:0-3-0 0-1-12] [22:0-3-4 0-2-8] [24 0-2-0 6-0-81[27.0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.39 22-23 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.94 22-23 >518 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.05 16 n/a n/a BCDL 10.0 Code FBC2014ffP12007 ' Matrix -MS Wind(LL) 0.4127-28 >285 240 Weight: 398lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` B3,B4: 2x4 SP No.2, 132: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc I purlins, except end verticals. I BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. Except: 1 Row at midpt 9-22 WEBS I 1 Row at midpt 5-27, 5-23, 7-23, 7-22, 10-20, 10-18, 11-18, 12-17, 14-161 2 Rows at 1/3 pts 12-18 MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation uidl I REACTIONS. (lb/size) 28 = 415/0-8-0 (min. 0-1-8) i 27 = 2591/0-8-0 (min. 0-3-1) 16 = 1761/Mechanical Max Horz 28 = 510(LC 12) Max Uplift 28 =-218(LC 8) 27 =-1469(LC 12) 16 =-679(LC 12) Max Grav 28 = 423(LC 23) 27 = 2591(LC 1) 16 = 1841(LC 2) I a FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. + TOP CHORD 1-2=-169/252, 2-3=-139/340, 3-4=-592/422, 4-5=-571/520, 5-6=-963/691, 6-7=-800/714, 7-8=-2198/1963, 8-9=-2198/1963, 9-10=-2185/1958, 10-11 =1 93211799, 11-12= 2236/2159, 12-13=-1184/1307, TOP CHORD 1-2=-169/252, 2-3=-139/340, 3-4=-592/422, 4-5=-571 /520, 5-6=-963/691, 6-7=-800/714, 7-8=-2198/1963, 8-9=-2198/1963, 9-10=-2185/1958, 10-11=-1932/1799, 11-12=-2236/2159, 12-13=-1184/1307, 13-14=-1379/1365 BOTCHORD 26-27=-319/319, 24-26=-95/288, 23-24=-407/387, 23-32=-1284/1624, 32-33=-1284/1624,22-33=-1284/1624, 9-22=-327/407, 20-34=-1 701/2111, 19-34=-1701/2111, 18-19=-1701/2111, 18-35=-1022/1334, 35-36=-1022/1334, 17-36=-1022/1334, 17-37=-690/811, 37-38=-690/811, 16-38=-690/811 WEBS 2-28=-292/375, 25-27=-2139/1908, 5-25=-2156/1993, 5-23=-1280/1710, 7-23=-1460/1393,7-22=-773/995, 20-22=-1638/2245, 10-20=-279/379, 10-18=-3621238,11-18=-1268/1379, 12-17=-926/821, 13-17=-362/436, 12-18=-1619/1770, 14-17=-411/842, 14-16=-1780/1539, 3-27=-421/755, 3-28=-591 /222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 28, 1469 lb uplift at joint 27 and 679 lb uplift at joint 16. LOAD CASE(S) Standard I . ... ;ice�.welssxrari a, leltrnt'aal>a7sCSSgI'S0i9'j. PJ9tutt4lerokEtP7r5 cFit€!d(Ftl!q'js:t69k,i"Fuy[�fcrm. ttl�keealcE:l�irr�lelled!sezlYs inn Et!t7latsurpCF;dliE knar;l.':Ecv47,riklnsuE slydtsble ete, GSrltunslc uMlu�e Ttyedt !as':eivarbv pNtn sH»Et@ltllTttile€h7111r4�. ll it?11 IIil}i:t(UM'IA., OC1i(',1jlNifp�t 5rl�fiHfle('rfpillY4iP2i}krei tll Ff�l!'SSdN§R t1111.r1FHi:� igl7tktt�{{.�ttlejlllt nEa lldiAl tl�QRt!,Mi4(161. iE1(4t�ft 91is3pffin !{;(.`-�Fft, i>IEIIJ! AlthIly T. Tonibo 111, P.E. esdmdCms lrontnEnlaJ¢tt}uarrr,(nc3rn,, dNz0.u1,sa1C ttitu%a.+udrylderEe ti 6g3s,fe6Eladxnddett(;ft8.'aib•la:d lr 6R;lE;!x4TI1. r»:}lrexdd8tt,la iu}ada Edkt'ni4*IscigeTml.sttnle,a!tlrmurikeccl>Shel'xlt>�e<.rtr!}s ' > 80083 3tM%brErly^!r•m!(tegtroll. t3xennwtatlt F;9s6tu}rrtas¢dpdsaetsMAita?darGgms'Sdy y�mtOf Ptlisxik}':tls(S:O mE nhlezdHtrtTt'eltsidase.ifl-'lsnmsRues}ce.ik.Rrtl vst3:iltAtkinss6lsi;,n,trvtt pt Gp.ust¢e;nts Kc„'Jtpnn,taisss 4451 St. Lode Blvd: elntilt#Ee4t}tta .lr¢iHttnb�:titaE+eG}e^uEsxlthri lEl=Est3tslpFa Bier- A01?Ekbdq Wprrn Fmlft Eet udui W-0j,::¢pf4-iaeNmmu 14'-hRi•i. Copp[igpE 6'1 i0Ed d-1 AaolLnstes-AntCcrp Llombe111, P.E RepmdaU on d [his domment, in any km, is pm6bned.Ahaof the W&H permissioetmmA-] Rod Trosm-Aday"I. tombe Ilk, P.E Fort Pierce, f1 34946 I I 0 a Job Truss Truss Type Qty Ply 67443 A17 Roof Special 1 1 A0001731 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:35 2017 Page 1 I D: mG Lhp p2eZfOS iwuCoia Hl4znX3 D-No4eyd S U u WSOSfy7tGjXP uO3m7cTJ Uj? n FLKRjzHtlo 15-0-0 i 2-6-0 7-0-1 124-0 i14-8-0,i 21-0-0 V&-0 31-fi-7 37-0-0 i 40-9-0 46-9-0 53.1-5 2-6-0 4-10-1 4-11-15 2-" 6-0-0 6-0-0 3-10-0 5-5-9 3-9-0 'I _0 'I 0-4-0 5x6 % 5x8 Dead Load Defl. = 7/16 in = 6.00 FIT 5x8 5x8 = 12 41 co 27 26 25 JA33 — 34 20 19 35 18 36 17 37 16 38 15 4x6 _4x6 = 5x8 II 5x10 MT20HS11 3x4 II 3x12 = 46 = 3x8 = 5x6 = 6x10 = 2-6-0 2-2-012-4-0 14-8-0 21-0-0 27.8-0 32-0-0 40-9-0 46.9-0 53-1-5 2-2-0 9.10-0 2-0-0 6.6-0 6.4-0 4-6-0 6-5-0 6 0 6-4-5 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 1.00 Vert(LL) 0.48 26-27 >245 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.68 17-19 >716 240 MT20HS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.96 Horz(TL) 0.04 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 369 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B3,B4: 2x4 SP No.3, B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied.or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-26, 6-24, 6-22, 7-22, 7-21, 11-17, 13-17, 13-16, 14-15, 14-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 27 = 388/0-8-0 (min. 0-1-8) 26 = 2624/0-8-0 (min. 0-3-3) 15 = 1754/Mechanical Max Horz 27 = 486(LC 12) Max Uplift 27 = -324(LC 8) 26 = -1374(LC 12) 15 = -694(LC 8) Max Grav 27 = 393(LC 23) 26 = 2709(LC 2) 15 = 1794(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-144/302, 2-3=-117/417, 3-4=-346/617, 4-5=-334/740, 5-6=-203/696, 6-7=-1647/1698, 7-8=-2415/2344, 8-9=-2415/2344, 9-10=-2400/2328, 10-11=227712173, 11 -1 2=-1 80411757, 12-13=-1580/1670, 13-14=-1221/1145, 14-15=-1694/1610 BOTCHORD 26-27=-498/0, 26-31=-529/75, BOT CHORD 26-27=-498/0, 26-31=-529/75, 25-31=-529/75, 24-32=-424/665, 23-32=-424/665, 23-33=-482/303, 22-33=482/303, 22-34=-1568/1647, 21-34=-1568/1647, 9-21=-326/405, 19-35=-1986/2185, 18-35=-1986/2185, 18-36=-1986/2185, 17-36=-1986/2185, 17-37=-841/1004,16-37=-841/1004 WEBS 2-27=-289/375, 3-27=-350/369, 3-26=446/718, 24-26=-2200/1828, 5-24=-306/483, 6-24=-2078/1581, 6-22=-1562/1967,7-22=-1280/1273, 7-21=-919/1093,19-21=-2009/2295, 10-21=-315/260, 10-19=-573/695, 11-17=-1358/1409,12-17=-360/499, 13-17=-956/1124, 13-16=-867/887, 14-16=-1169/1404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 lb uplift at joint 27, 1374 lb uplift at joint 26 and 694 lb uplift at joint 15. LOAD CASE(S) Standard ��� 4asrp•Phtse;arndlrmin ht'r1 r9r1r93i5i1Ellrry P.R9.6Ir:t41Sr0%Y035tF1r€k(57!a•13:44DA ICK'iKl'h+a, rni(in.plxr.'usudtMlthlt:r¢sin:sCtsiatavrhrilD7;rJGt klStnl.IttaoL;i£rt",n:ta 51et1lefintse, P.atts �iixu t�ripte it{,alr Na':e(.tset<Jx gN,tt:l:Ehm!DIa Ea1C[hi: nCt. itrf'rzs;a: hglsenyla:Feintryuy ruj,4a srCwa:rlG4rfxrsr:n>ayhstidtin'tt?.+edttlact+fear,(t+si's}h'N(fs!P4N shjlllml iglddRCt PDnip,aee ltlt, iufsipl nunl s,lz-g mEEm,trt+:F.f; Anthony T. Tombo III, P.E. adrtes'dls hrts lYmla9dogtlbzre:pextiedurSriz D.eu,daG.eefs u;a tilgtelvtSetx Ym11es1yrtb5etw.mta`d..U,7,t Otaie Fnds>.=t 1a5x17r4Lt yrmddtlrLDtti uy&Osu ei3f `:ms1,�r'siiets tp.w+tra,athlianslL•rsgila terxrsw t # 80Q83 ' 31t:`.lr:lit!!Adrftnh�it%)St4t5elNib�srrpliilttr(is415Qi letiflStr4litOJit£]TS^'li:'f�Tdltr li15!ih fRiit.iPf11rt1FK�th(pR'!'1f�1d0.'l.riiii'6tt:tlt$}I:1ktRtiliitl•.1L�$IIRS53eftt,rfi3!D?Stertg&JQitRSth7taifC�t t 4451St,LudeBlvd. tt�a.hriinet4Jntr«rirdu;erdtgetb'SnYspl+errs~its;n:lerilet�nt7estahi:wzi:A: datnttapEtsfaax,cerasssrsaa'ghmdtnlc=etr, i.upiusetsc;mttah:ialtn. Fort Pierce, FL 34946 Cepyrigtl 0 2016 A-1 loolifesses-Authey 1. lombo III, P.E. Repodutiiond this dotument in ony rara,isptnbibited.0houlThe »riren permission hemA-11001 trusses-Am6eeyl.lac6o III; P,E Job Truss Truss Type Qty Ply 67443 A18 Roof Special 1 1 A0001732 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.620 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:35 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-No4eydSUuWSOSfy7tGjXPuO5j7imJ UR?nFLKRjzHtlo 14-8-0 I r 2-0-0 7-4-1 12-4-0 13-0-0 M-4 0 " 27-8-0 " 25: -0 " 38-9-0 " 43-9-0 " 48-9-0 " 53-1-5 " - 2-6-0 4-10-1 4-11-15 0 5-8-0 7-0-0 7-0-0 3-9-0 5-0-0 5-0-0 4-0-5 1-8-0 i 5x6 = 2x4 11 3x6 -_ 5x6 Zz Dead Load Deil. = 3/8 in s;Yn - I s..a - in „41 26 25 241132 4x8 -_ 33 19 18 17 34 16 35 15 14 4x6 "- 3x6 == 3x4 = 3x4 11 5x6 = 3x8 = 46 = 3x8 = 3x6 11 5x8 11 15x10 MT20HSI I 12x14 = 5x6 = ' z-s-o 124-0 14.8-0� 204-0 "748-0 _ 9 4-0-0 53-0-1--55 2-0-0 9-10-0 2-4-0 7-0 �-0 3-0-0 " 0-6-0 I Plate Offsets (X,Y)- [4:0-2-0,0-0-41, [5:0-4-0,0-1-151, [9:0-'5-12,0-2-81, [18:0-3-0,0-1-121 [21:0-3-0,0-1-121, [22:0-5-0,0-1-81, [24:Edge,0-1-81, [25:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 a CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC O.B8 Vert(LL) 0.46 25-26 >254 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.65 15-17 >751 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix -MS Weight: 361 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B3,B4: 2x4 SP No.2, B5: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W4,WB: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. ' BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at midpt P 4-25, 5-21, 8-21, 18-20, 9-17, 11-17, 11-15, 13-14, 13-15 , 5-23 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) ! 26 = 142/1-0-0 (min. 0-1-8) 25 = 2930/0-8-0 (min. 0-3-7) 14 = 1694/Mechanical Max Horz 26 = 462(LC 12) Max Uplift 26 = 203(LC 9) 25 =-1524(LC 12) 14 =-705(LC 8) Max Grav 26 = 146(LC 23) 25 = 2930(LC 1) 14 = 1694(LC 1) I FORCES. (lb) 1 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I TOP CHORD ! 1-2=-160/302, 2-3=-110/376, 3-4=-729/1011, 4-5=-519/929, 5-6=-1395/1339, 6-7=-1395/1339, 7-8=-1395/1339, 8-9=-2679/2453, 9-10=-2054/1869,10-11=-1791/1764, 11-12=-796/878, 12-13=-951/863, 13-14=-1677/1506 " I TOP CHORD 1-2=-160/302, 2-3=-110/376, 3-4=-729/1011, 4-5=-519/929, 5-6=-1 395/1339, 6-7=-1 395/1339, 7-8=-1395/1339, 8-9=-2679/2453, 9-10=-2054/1869,10-11=-1791/1764, 11-12=-796/878, 12-13=-951/863, 13-14=-1677/1506 BOT CHORD 25-26=-596/112, 25-30=428/112, 24-30=-428/112, 23-31 =-303/31 0, 22-31=-303/310,22-32=-674/376, 21-32=-674/376,21-33=-2435/2692, 20-33=-2433/2693, 8-20=-161/510, 17-18=-2176/2448, 17-34=-1237/1406, 16-34=-1237/1406,16-35=-1237/1406, 15-35=-1237/1406 WEBS 2-26=-288/378, 3-26=-753/613, 23-25=-2474/2093, 4-23=-347/487, 5-21=-2120/2569, 6-21=-549/676, 8-21=-161411394,18-20=-2119/2360, 9-20=-325/306, 9-18=-332/408, 9-17=-1307/1254, 10-17=-477/629, 11-17=-6131780, 11-15=-1241/1162, 13-15=-1136/1386,3-25=-500/785, 5-23=-2137/1709 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonrwncurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 26, 1524 lb uplift at joint 25 and 705 lb uplift at joint 14. LOAD CASE(S) Standard �sr,:rp �nnsa;tm;.t!mir. ne'Aara nmssrsrurr{a.a�.rttuus a msr:.�{srbsteu{amrn:;so-o�:ro-luuf ta"®, rrrecTrn, e,dr:morn.54e0seta¢na. Ce;s zfarraire s�dnAt iG6.nfr Mi el uaa.irysn Aeka>dta fiel6Fhit nett eT'rn'asYO;epinns'.e,{reGxlrylapan"j;a sr seaa)t[4rcrnrXfnru{iastinrke&s:saelegmarfyrarinv:+ktfuCjri[sisyothrsia{i>Irnr iepilr6mlae l}Da(t,arrnlnf. tfra;peas=prr .r rruzr sn,s>"awr Anthony T. Tombo 111, P.E. nexMsirass&rsn, td apna>n;ree:iaetttAti' nrth C-AHm{1 st{r,u&Tanana tps8f,ie Arai Asla"d krlq hardirpa. 11 3„t 600$3 4 ra al;asi cadrxaefr tt�ersuwrmne rosaru{rawsattxznrbata t�{ceps. {txcanms �tua {ar.yaa sus aerha dtur ei fa,. tnfxhs angea sat nas�nrlmss r, [nssD grep�rrse inss r�rmx.aass 44515t, I ude Blvd, I`snwtrd fie 4Gkadapadffn0101{lalipemae,3fe1!1iTutushorfi.,imP,P,Sld:.erwbruvrreerK55S5NIa8yinadeyieul.11M 1t1im'eme:04edKIM. Fort Plerce, FL 34946 Capydiitlf@I616A-1Roof losses -Amkcayl.iembo111,P.E.hpuduuiaadibis daeamtcinany romisprahlbittd.dau1The wriatopermissiandremA-1Rod irrssts-Anpboeyl.Iamb lll,P.L Job Truss Truss Type Qty Ply A0001733 67443 A19 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:36 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-r eO9zT6egat4pXKQzEmx5xGBXyK2xw9Ov4tz9zHtln 24 -• -4 l, 7-5-9 1-019-9-25-14 33-0 6-99-73-0-9-0.0 570--09-0-0 03-4756 5-7-8 7-7-2 3 5xA = 5x8 1:7- 2x4 II SvR = in DeadIiAdlDee. = 7/16 in 5x8 11 17 13 I °0m m Jr 23 22 21 20 27 28 19 29 30 18 17 31 16 32 15 33 34 14 4x6 _ 4x6 = 5x8 = 3x8 = 4x6 = 3x8 = 5x6 = 2-6-0 , , 11-0-0 12-4-0 22-7-2 33-0-0 36-9-0 43-9-0 50-9-0 , 53-i-5 , 12 2-2-0 "_0 10-3-2 10-4-14 3-9-0 7-0-0 7.0-0 2.4.5 0-0-0 Plate Offsets (X,Y)—j4:0-5-8,0-2-41,j10:0-4-0,0-1-151,f12:0-4-0,0-1-151,rl4:0-3-0,0-3-01,f21:0-4-0,0-3-01 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 0.89 Vert(LL) -0.36 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.82 15-17 >593 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.26 22-23 >449 240 Weight: 328 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2,T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2, W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-17, 10-15, 10-17, 12-15. 12-14 2 Rows at 1/3 pts 6-21 = MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23 = -434/0-8-0 (min. 0-1-8) 21 = 3647/0-8-0 (min.0-4-5) 14 = 1553/Mechanical Max Horz 23 = 438(LC 12) Max Uplift 23 = -592(LC 20) 21 = -1767(LC 12) 14 = -675(LC 8) Max Grav 23 = 249(LC 12) 21 = 3647(LC 1) 14 = 1601(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-163/300, 2-3=-25/357, 3-4=-1460/1905,4-5=-1633/1930, 5-6=-1633/1930, 6-7=1085/852, 7-8=-1085/852, 8-9=-2447/2001, 9-1 O=2832/2402, 10-11=-152211388, 11-12=-1522/1388 BOTCHORD 22-23=-1271/552, 21-22=-1672/1115, BOT CHORD 22-23=-1271/552, 21-22=-1672/1115, 20-21=-4421394, 20-27=-442/394, 27-28=-442/394, 19-28=-442/394, 19-29=-1474/1619,29-30=-1474/1619, 18-30=-1474/1619,17-18=-1474/1619, 17-31=-1601/1822, 16-31=-1601/1822, 16-32=-1601/1822, 15-32=-160111822, 15-33=-393/438, 33-34=-393/438, 14-34=-393/438 WEBS 2-23=-277/417, 5-21=-593/719, 6-21=-2895/2491,6-19=-1082/1537, 8-19=-1 230/1203, 8-17=-755/1033, 9-17=-158911548, 11-15=-566/693, 4-22=-1325/437,3-22=-618/837, 3-23=-137911442, 4-21=-116411887, 10-15=-461/480,10-17=-1118/1435, 12-15=-1281/1584,12-14=-1499/1380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 23, 1767 lb uplift at joint 21 and 675 lb uplift at joint 14. LOAD CASE(S) Standard tffic��Pitne4nx�rc!kcdt'R:t-a irOS'v3(SE1itY';E30lti:ta58lO<t�!Sr€Si Ji{'37!OjS:SK1q;}7GuiC1"Ma fal.4in �ercctndtMetlitnrif intt€:ipaz.irrpC'd6Sbxy1.:'eaialA,l:.i9!eas krtltdercne l.;.ftt r.',:rst ailnSeTEa, alf Mi':e4urm9a•{l:n:lY.Ntwik&@P4kn51 a ti •S.e:i�irat.n e,lleiery Winer,�9e:elaufilkAnm:s';�tuu{'.xrkl.eaeksu:d!qurnlyn:1st;Gzjpr /nlr.�pd6ewAtT nsi dxeet:anl!; ns�tna. tteCssycn.:sp;s:,tc =rn;t su, Anthony T. Tombo lli. P.E. rdrolChintskrm4lty�t�rcp:ctiirefi�ecsnd:Cenftwrmndrysintlek#q�xurm,f+lrrsead4d!'.U,Yttu tvie:d'veLynirdiiil.iuy{zsddlSsl:3ai e15etl:ed<Lnt.dual L'7•R3q �.hCmn�6ec{d!e'iehr:mr']{d 380083 3s tcfal Ee; s!{emmn llxasstlsl60a P.an!lx lraisat t> ,sndM Gcpoeeid�rkaaaaxSW F4 N'!,� lne,�•ea.'dhslnnis�.'faziM lt?u:s4e n:itsir ssnf lflesCGeTsss:roFscrnst t4sair e:ruRntsP.ziaanr.nins 44515t. Lude Blvd. s3anna'adKclrsapaHgasstrhedraaesa,:hdaeTmsatssp6jvroa711tprs?yai,aiasslsuenEirrteerde>teft>1,:.tgarlxmctt:dnsfu. Fort P;erce, FL 34946 (opyri1110ta16A-IRoollrrsses-AmM1aryl.lemboIII,p.E hptodo0iend1hisdaromert.inanyrum,ispohiWed.heasthaveiuenparriniaahomA-11edTlosses-Aethdayl,Torlaill! F. Job Truss Truss Type Qty Ply 67443 A20 Roof Special 1 1 LbA0001734 I 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 May 1U 1b:34:31 "LU1 / Page 1 ID:mGLhpp2eZfOSiwuCoja Hl4znX3D-JBBONJUIP7ikiz6W_hl?UJ UQaxJJnPhIFZgRVczHtlm i 2-6-0 i 9-0-0 16-8-14 1 244-0 " 31-0-0 34-9-0 40-10-15 46-9-6 5290 53,-i-5 2-6-0 7-8-14 7-7-2 6-8-0 1 3-9-0 6-1-15 5-10-7 5-11-10 0�-5 I Dead Load Defl. = 3/8 in 5x8 = 2x4 11 AvR = 12 4x6 = 4x6 = 3x8 = 5x6 = 4XO — 3x8 = 2-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.25 17-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DC 1.25 I BC 0.84 Vert(TL) 0.64 17-19 >533 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.03 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS . Wind(LL) 0.26 19-20 >999 240 Weight: 316 lb FT = 0% LUMBER- i TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` W1,W10: 2x6 SP No.2 BRACING- I TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc ; puriins, except end verticals. i BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. WEBS 1 Row at micipt 3-20, 12-14, 7-19 2 Rows at 1/3 pts 6-20 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. I REACTIONS. (lb/size) I 23 = 99710-8-0 (min. 0-1-8) 19 = 2648/0-8-0 (min. 0-3-2) i 13 = 1115/Mechanical 1 Max Horz 23 = 419(LC 12) Max Uplift i 23 =-718(LC 8) 19 =-1705(LC 8) 13 =-533(LC 9) Max Grav 23 = 997(LC 1) 19 = 2648(LC 1) 13 = 1134(LC 2) i FORCES. (lb) ° Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD j 2-3=-877/1598, 3-4=-454/1263, 4-5=-454/1263, 5-6=-454/1263, 6-7=-1219/950, 7-8=-1047/631, 8-9=-1113/909,9-10=-1113/909, j 10-1 1=-1 1 13/909,11-12=-842/690, 12-13=-10591944 , BOT CHORD 22-23=-688/250, 21-22=-1778/688, I 20-21=1778/688, 19-20=-95011025, ' BOTCHORD 22-23=-688/250, 21-22=-1778/688, 20-21=-1778/688, 19-20=-950/1025, 18-19=-411/622, 17-18=-411/622, 16-17=-645/881, 15-16=-645/881, 15-27=-690/842, 14-27=-690/842 WEBS 2-23=-900/1515,2-22=-1101/662, 3-22=-311/198, 3-20=-311/372, 4-20=-569/694, 6-20=-2894/1636, 6-19=-1375/2146, 7-17=-374/420, 8-17=-136/415, 9-15=-447/545, 11-14=-733/783,12-14=-975/1192, 8-15=-383/379, 11-15=-325/401, 7-19=-1903/1739 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 lb uplift at joint 23, 1705 lb uplift at joint 19 and 533 lb uplift at joint 13. LOAD CASE(S) Standard .. ..>fm�•flene�m;4l;n•ireke'41G:5:1Eufi8titllD'praD:C itR4r8tU%:ID715lF3kHjE8rD'I.trS9gA•.:SEY:At'hm.Grlyhs{r;ae�,Y!ss�dsnies�n8ss irps@t!yeash;rlCr,WE#sW9cE}i.!¢ri»If!,r:.8eh:eau SErgEthrone. ga4sss�ss�;st asedn4€GU,esiy �i yiv4 amJxp}.:ts:Esikes!d(a f+tR'tbkn52 kltT+ss:uyeiyneai e„ tEelry ragxeuelt seilw Wl6Arrtrtsr!n upaxedYusrfrs!.nal'Runmgsn;:tv:ia;lattetts;ad[rsfeglslrnse:ymdmfts T50a¢: attt lTl{. 7ehslp ns*a7tbw.tsrkxt act srks idea; Anthony T. Tombo II1, P.E. .dnea+tEainnfa sort„Nusguastr>>rasilu'cld7kfew,6eC+refs te:su!nZ;utarott:'.fa;lnipa,u5rnenfmilt,#tk,'aia!Irdl'.irc;ethad iD E. IkerptsAdlseT�laitry5deeadgt°nss,:rifrogsalx8sa!ege,s9et rtnedl�azg AeGk:Aet,sgce.iEid 380083 ' 1eM'bD;"eA�ers7felrter.)fEsttsselMetkPOn<tsxrrrluscsl;>ittiassdC+ateikyGt�gueffddYsed�ceRESCEs#6sltylfladSE:lmrefseulhrEeseelg:idn;e,tA?h+n!s#s!tsrasikRscm!&fess,'kerassksisyTaet:cDtr{erssatirtssMalNn!f,nless 44515t Lucie Blvd. roe+tad!h;et5lsts.�rJayeHrsnbn:r�Eym;etaesmlttreeens3esEp+.6gcrxnea's:Gt ro;E!iipx,aTm;gueearq,+rerd�ae[ue;.star atdt�a:mnA,e:dnDN, Fort Pierce, FL 34946 [opyrighl�igl6 A-t 9aalLassts-Ambuayl.lamho lll, P.F, iepmdu&;an d1bis daramtnt,in any lutm,is prabitited 4haunbearinen permisvanUam A-t teaiirassts-Anthenyt Tomb111, P,E Job Truss Truss Type Qty Ply 67443 A21 Roof Special Girder 1 1 A0001735 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:38 2017 Page 1 I D:mG Lh pp2eZfOS iwuCoja Hl4zn X3D-n NlmatV NARra J7h iYOG EO W OeuLeq WsKSTDZ-22zHtll i 2.6-0 7-0-0 15-7-15 24-4-0 , 29-0-0 F 32-9-0 39-2-1 46-8-4 53-1-5 ' 2-6-0 ' 4-6-0 ' 8-7-15 8-8-1 4-8-0 3-9-0 6-5-1 7-6-3 6-5-1 46 = 5x6 RvA = Dead Load Dell. = 5116 in 3x4 II 21 20 32 33 34 3519 36 37 38 39 18 17 16 15 40 41 14 42 43 13 6x12 = 5x6 = 3x8 = 4x6 = 5x6 = 2-6-0 2-2-0 7-0-0 15-7-15 24-4-0 29-0-0 32.9-0 42-11-3 53.1-5 2-2-0 4-6-0 8-7-15 4-&0 3-9-0 10-2-2 10-2.2 0-4-0 Plate Offsets (X,Y)- [2:0-2-12,0-2-01, [3:0-5-12,0-2-41, [5:0-3-0,Edge), [6:0-2-4,0-2-01, [13:0-3-0,0-2-121, [18:0-2-4,0-3-01, [19:0-3-12,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.51 19-20 >511 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.54 13-14 >640 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 290 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 31, T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except* B1,B4: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W4: 2x4 SP M 30 W5: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-9-3 oc bracing. WEBS 1 Row at midpt 6-19, 9-16, 11-13, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 1112/Mechanical 21 = 1136/0-8-0 (min. 0-1-8) 18 = 2968/0-8-0 (min. 0-3-8) Max Horz 21 = 353(LC 8) Max Uplift 13 = -586(LC 31) 21 = -1590(LC 4) 18 = -2658(LC 4) Max Grav 13 = 1121(LC 23) 21 = 1136(LC 1) 18 = 2968(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 077/2045, 3-25=-1 143/2331, 25-26=-1143/2331, 26-27=-1143/2331, 27-28=-1143/2331, 4-28=-1143/2331, 4-5=-1059/2235, 5-29=-1059/2235, 29-30=-1059/2235, 30-31=-1059/2235, 6-31=-1059/2235, 6-7=-1089/1252, TOP CHORD 2-3=-1077/2045, 3-25=-1143/2331, 25-26=-1143/2331, 26-27=-1143/2331, 27-28=-1143/2331, 4-28=-1143/2331, 4-5=-1059/2235, 5-29=-1059/2235, 29-30=-1059/2235, 30-31=-1059/2235, 6-31=-1059/2235, 6-7=-1089/1252, 7-8=-1158/483, 8-9=-990/472, 9-1 0=-1 253/617, 10-11=-1253/617 BOT CHORD 20-21=-283/116, 20-32=-1945/894, 32-33=-1945/894,33-34=-1945/894, 34-35=-1945/894,19-35=-1945/894, 19-36=-1252/1036, 36-37=-1252/1036, 37-38=-1252/1036, 38-39=-1252/1036, 18-39=-1252/1036,17-18=-366/766, 16-17=-366/766, 15-16=-741/1314, 15-40=-741/1314, 40-41=-741/1314, 14-41=-741/1314, 14-42=-568/1011, 42-43=-568/1011,13-43=-568/1011 WEBS 2-21=-1068/1573,2-20=-203611093, 3-20=-310/172, 3-19=-554/268, 4-19=-892/1009, 6-19=-3600/2512, 6-18=-1635/2053,7-16=-633/799, 8-16=-9/299, 9-16=-680/549, 11 -1 4=-85/522, 11-13=-1308f747, 7-18=-1854/832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 13, 1590 lb uplift at joint 21 and 2658 lb uplift at joint 18. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 246 lb up at 7-0-0, 85 lb down and 153 lb up at 9-0-12, 85 lb down and 153 lb up at 11-0-12, 85 lb down and 153 lb up at 13-0-12, 85 lb down and 153 lb up at 15-0-12, 85 lb down and 153 lb up at 17-0-12 , 85 lb down and 153 lb up at 19-0-12, and 85 lb down and 153 lb up at 21-0-12, and 118 lb down and 170 lb up at 23-0-12 on top chord, and 248 lb down and 479 lb up at 7-0-0, 23 lb down and 107 lb up at 9-0-12, 23 lb down and 107 lb up at 11-0-12, 23 lb down and 107 lb up at 13-0-12, 23 lb down and 107 lb up at 15-0-12 , 23 lb down and 107 lb up at 17-0-12, 23 lb down and 107 lb up at 19-0-12, and 23 lb down and 107 lb up at 21-0-12, and 51 lb down and 38 lb up at 23-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-8=-70, 8-12=-70, 13-22=-20 Concentrated Loads (lb) Vert: 3= 75(B) 5=-44(B) 20=79(B) 25=-44(B) 26=-44(B)27=44(B)28=-44(B) 29=-44(B) 30=-44(B) 31 =-78(B) 32=-4(B) 33=-4(B)34=-4(B) 35=-4(B) 36=-4(B)37=-4(B) 38=-4(B) 39=-41(B) 6ara7• Aaasa.lyaehrfia'td Pvur7i9fk't(fEUx} faA1t Ut41tth111*Orf tFSISNt'W!A'IStrKBA:'�JrrYiKl'tun, ra!!9tivt pa:e^„e'ats vdlt4euinntks':Ie]t r>±i7,rTxxielQQE;,.OtEe SaHew, 7. temSo LL,rile(mevu fletllthrt nx C1EFi artntiu akt! pRt Afi,u¢ Yiie4 taace,p;riC<s sFa:6e nrdan Cx Nilt§a+aid lseL ssga:gaktbets(3.yftedhpigrsrep".a sea'aa srllPeaamesrxs e,rspiars Mreks aeelegienrhyFes7eas:At(tp 4etasigtdfn siesktitu iepilelaftt fi0aetr,estaa lAl. iNtt�pa rsurytixs, tmttr..>: iss, sy 46i4! „nthony T. Tombo IN, P.E. ardanmeva rna:nraa.t�lte,pug:7�1car;a^.K«,aac.,arsa,;,aatare:t:luplasip:,a�e aamt :�t,a,n:ma.w�la.iu3:ate=ttru. rualraua�att�r,la�ut! a {ge,�rwys,p.uaut>,.n:ecnaa�s:stagt,nta.,�•;sr x 80083 t Aatatur^aa�ltaah.lo:M:anwmaatagQta plus yr,l:ru.a�rscrjrers.rcm�ttsr ntiiatrtH sflt hartttx Pbr grseel;fw�.9:l4 sEa segw,Msaatii nYGwL ssdas;v:7rossQ t[s7emmf:ttsskhGns.wss 4451 St. i OCiE Blvd. :#caaicehel4Legalz3acltisb.s�talitarranas'ssntreL€tatrss3aapF:exrse5 det=aerEasrss,trrnssfniscsugaae;alamte°t�7,ivcain;:zdx:e;ana:lsttaltta. Fort Pierce, FL 34946 Z[opyrigEl(C7DI6A-1%eolLesses-ArRaeyl.lam6olll,P.F, iepseduefmd1hisdocument. inmyrom,isprabl'atiQhaanheWrittenpermissior.I=A- IATIasses-Aothasyl.lam10I11,P.L Job Truss Truss Type Qry ply 67443 B01GE Common Supported Gable 1 1 A0001736 Al Rnnflrn.-. Fort 136- Gt anona .te�:,...�..�r.....,... ; Job Reference (optional) - r a• •vim ••���•w" U.- a „uy a t cu to rnrn: 8.020 s Aug ai zuto M11 ex Industries, Inc. Wed May 10 15:34:38 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-nNlmafVNARraJ7hYOGEO WOmcLgn WOdSTDZ_22zHtll 2-4-0 f 15-9-0 29-2-0 31-0 0 2-0-0 13-5-0 13-5-0 2-4-0 r 4x4 = 10 11 vzv - t 3x4 = 34 33 32 i 31 II 4x4 30 29 28 27 26 25 24 23 22 21 20 3x4 - 5x6 == LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES 0 WB 0.31 Horz(TL) 0.01 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight: 186 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 I OTHERS 2x4 SP No.3 BRACING - TOP CHORD I Structural wood sheathing directly applied or 8-11-9 oc puriins. BOT CHORD I Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 27-6-0. (lb) - Max Horz 34= 198(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 28=-120(LC 12), 29=-136(LC 12), 30=-123(LC 12), 31=-112(LC 12), 32=-120(LC 12), 33=-169(LC 9), 26=-119(LC 13), 25=-136(LC 13), 24=-123(LC 13).23=-111(LC.13), i 22=-124(LC 13), 21=-144(LC 8), 34=-244(LC 8), 20=-209(LC 9) i Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 21 except 27=321(LC 22), 34=331(LC 23). 20=331(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I TOP CHORD 1-2=-412/178, 2-3=-418/200, 3A=-305/203, 7-8=-33/255, 8-9=-76/266, 9-1 0=-1 17/352, 10-11 =-I 17/352, 16-17=-305/175, 17-1 8=-418/197, 18-19=-412/176 BOT CHORD 1-34=-166/415, 33-34=-159/415, p 32-33=-159/415, 31-32=159/415, 30-31=-159/415,29-30=-165/425, 28-29=165/425, 27-28=165/425, c BOT CHORD 1-34=-166/415, 33-34=-159/415, 32-33=-159/415,31-32=-159/415, 30-31=-159/415, 29-30=-165/425, 28-29=-1651425, 27-28=-165/425, 26-27=-165/425, 25-26=-165/425, 24-25=-165/425,23-24=-159/415, 22-23=-159/415, 21-22=-159/415, 20-21=-159/415, 19-20=-159/415 WEBS 10-27=-281/0, 8-29=-162/261, 5-32=-162/260, 12-25=-162/261, 15-22=-162/260, 3-34=-207/250, 17-20=-207/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 28, 136 lb uplift at joint 29, 123 lb uplift at joint 30, 112 lb uplift at joint 31, 120 lb uplift at joint 32, 169 lb uplift at joint 33, 119 lb uplift at joint 26, 136 lb uplift at joint 25, 123 lb uplift at joint 24, 111 lb uplift at joint 23, 124 lb uplift at joint 22, 144 lb uplift at joint 21, 244 lb uplift at joint 34 and 209 lb uplift at joint 20. 10) Non Standard bearing condition. Review required. LOAD CASE(S) Standard a t. iFtt;sg�Fl!asa;at>~`y1rmN�8t 41r-x 7rPs;:>tSEt(.r'y&F!ir,dtte6N5i{'stsf tE7lsY{'t7rdjEi�N",06u�'r¢m,terf[ltcpprarhetadreeead«ae%s tnss Fedrw:mvarplC[?isf�t ls9atti.:'acixiUi,ri.WneateShenldart sst Oi¢as �xtrsa G„td aadt tr$esy #titt4 tturA;p}5ts st�Ntsdlst rtel[S&5t se`di tT.+ss�asgatifiaest iacxAp iryiara,tasrdtaagirgn•nse2•!ra au�w.au'oasdrs stal es�trt�taprigns;t6:rtatutsdpz!ftt xgHLns rpiaNmltF ngFth, at lFiL th!hsrytass xpr '„ga:ig netuxty s:A4 ,. Anthony T. Tombo lII P.E. sdnedBh)nssNsmkJdaplt!»trpttsilr�dtitvsxes,p3[aetff mFvvtlgedNtlttrYag]eligq;,iatxt trtYtlsS(,1e Rtisita_Imdp`tur!ed:51?I{. ite;grndd kt77utroarGdie.�d F:!aL titispis6rc cweP,i?h&�iw�hrr[�g 16t@dsfxt u&?t6;5gd .j 80083 ltra:e;ty 2a;tr,.WftattaN. S�srrssdwtNftt P.6a66irnxzstNgar!!rttsPt6eteddty4ra"fdh4r¢m.a l(St gclEs3.dk,. IevdStdt eneh�redtagrxerd{afna.tFS,4!x!s3e rt;gev ik.ilnsufi%ist#CttrvssFrsg!r.Inst MG-i [rriaesst7msYazls4nu.�tu i$kltilt dt'4et§sai6fi.Y.7Rftrl�eF4fs:ti�EregpaRfSatthrL Ili t!t15 glNrtEljipM �'gg 1trY Eitg:4titre',t t ri lAt9I[ff4tddmldtirj.:ittj(��Pd:fi?GStta ei f?°.RIii INA. 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 [npyrigtl cL 2016 d-I Sea(tlertes-Arlhcey 1.10m6o III, P.L iepmdutiian atlhis dammear m Drip fa r is pm66eedxeheal 16e wril;ea permiss:•ne Sam d-t I":anittastes-Am6a^yl.lac6e ilt P.L Job Truss Truss Type Qty Ply 67443 B02 Roof Special 4 1 A0001737 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:39 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-FZJ8o?W?xlzRxHGv66nTZkZpcl l8FJObiL)Xa UzHtlk 2 8-0 9-5-9 15-9-0 22-0-7 29-5-4 2-8-0 6-9-9 6-3-7 6-3-7 7 4-13 6.00 FIT 4x4 II Dead Load Dell. = 3/8 in 4x6 3x4 a5�- 4 5 3x4 3x6 !;- 3 W4 6 7x8 = 10 5x8 = W4 2 11 9 7 c 1 5x6 6x6 m 0 Iv 12 4.00 12 8 5x6 = 3x6 = 3x4 = 2-0-02r8i0 9-5-9 15-9-0 22-0-7 29-5-4 2-0 0� 8 b 6-9-9 6-3-7 6-3-7 7 4-13 Plate Offsets (X,Y)— 12:0-2-12,0-1-81,[4:0-3-0,Edge],[5:0-2-8,0-2-01,[7:0-2-4,Edge),18:0-0-0,0-1-31,[9:0-3-0,0-2-121,[12:0-2-12,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.18 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.56 9-10 >574 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.42 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.32 9-10 >999 , 240 Weight: 150 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2,W7: 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-7-7 oc bracing. WEBS 1 Row at midpt 2-11, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1453/0-8-0 (min.0-1-11) 8 = 1183/0-7-4 (min. 0-1-8) Max Horz 12 = 271(LC 11) Max Uplift 12 = -623(LC 12) 8 = -498(LC 13) Max Grav 12 = 1453(LC 1) 8 = 1183(LC 1). FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/111, 2-3=-2845/2486, 3-4=-2604/2229, 4-5=-2495/2255, 5-6=-2606/2259, 6-7=-3054/2724, 7-8=-1172/1196 BOT CHORD 11-12=-423/463, 10-11=-2181/2584, 9-10=-2427/2788, 8-9=-263/270 WEBS 2-12=-130711518, 2-11=-2394/2727, 3-11=-367/529, 3-10=-388/609, 5-10=-1498/1842, 6-10=-566/854, 6-9=-290/453, 7-9=-2083/2469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; end .vertical right exposed;C-C for members and forces 8! MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 12 and 498 lb uplift at joint 8. LOAD CASE(S) Standard A �hp•flye ernnkllrn;e.h!7I IM, IICSSt1{X1EI`6fC33l ffW16[;1CMDaai (a5'DYj ILT.fit 6t[a6riiC1'fxn irttlltay.pae: hrcret«rlwksnCdsi«rsk!ipOrzeiy(IL W5,1Nerlf.hl:H.W.. SWudr.!ru. CdrnaSmise stie/nCe!DD,erl! P'Ta'—wful-knkesd!urrs iDDn!!sd:d. Asrl«:s Os. Fy®!sps.,SrynM Rdix;4li:rsi re�xvylCa ryrtuns atsr.!pbxsafHx{nhrri!ralegalrrhprvyvil�hfr;tE trsysdNesiryl!Trnrl!p all:lDPedl,W. In]. rxiniP—ap i,Wks dems,uWrf Anthony T. TornbOIII, P.E. rd—1hrTns kraq hn, tis ne rtrrusia:!irydtleD+sr., tra DnersoAkdredyNnlS!Retry D-ape,u3eudeAdhe ltCftelttN!Selo (kildy ulRl i.lke!R:ardc6rNDut affi:linrddeL ss; hdsiiyfcdtop, nxye,usk°diuslimap s5d!koe «!rr:s�sa.ryd 480083 Zt mkarar9WVWl�rmr.In.sdrd it MID, edxer,rnotsW,:i!If—ft.horl(,q..!u<p!d«ad."Ks)pauk Iffr.1 sou �!0—do,p-dps+s!. ml 0-5!«rp�aAWN,„itnnof n!1,ms s v,Tlmsr!!n, Ea—W1.is P.Abmnlrss rtlsrhs &hrAlfr lxamrgeerynk wnmg Iril p tin anh!r. Ik GarsD!an GyMa Is Cal tletxUiyDesi}x,,nTemSfdea hlma mnr M:Iliy. Lliaprdes! Isar rn rtddinik 741 4451 St. Lucie Blvd. Fort Pierce, FL 34946 (epyrigbi®1Q16A-IRodfiussas•Aribony1,famho111, Reprodu!tiaad1hisdommem,inany form, isprobilhadwilbounhamieenpormissienfrom A-IRoMosses•ArthonyI.Tombo91,P.I. Job job Truss Truss Type Qty Ply A0001738 B03 Half Hip 1 1 " Jab Reference (optional) Al #toot I russeS, tort Fierce, rL 34y4b, aeslgn(a7al truss.com 4x8 = 4x6 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:40 2017 Page 1 1.5x4 II 4x6 = 3x4 = Dead Load DeB. = 3/16 in 3x6 = 3x6 11 4x4 = I 3x8 = 3x6 = 4x4 = 3x6 11 aNNIM11 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) -0.09 10 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.16 10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x4 SP No.2 BRACING- f TOP CHORD Structural wood sheathing directly applied, except end verticals. i BOT CHORD y Rigid ceiling directly applied or 4-9-10 oc bracing. WEBS + 1 Row at midpt 6-8 a MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in J accordance with Stabilizer Installation guide. j REACTIONS. (lb/size) 7 = 1294/Mechanical 12 = 1294/0-7-4 (min. 0-1-8) l Max Horz 12 = 208(LC 9) 5 Max Uplift f 7 =-656(LC 9) 12 =-528(LC 9) Max Grav 7 = 1294(LC 1) 12 = 1294(LC 1) FORCES. (lb) d Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1825/1506, 2-3=-2130/1945, 3-4=-2130/1945, 4-5=-2130/1945, 5-6=-1638/1457, 6-7=-1227/1167, 1-12=-1229/1135 BOT CHORD 11-12=-637/366, 10-11=-1501/1534, j 9-10=-1457/1638, 8-9=-1457/1638 WEBS 2-10=-526/776, 3-10=-543/647, 5-10=-575/580, 5-8=-851/980, 6-8=-1684/1892, 1 -11 =-937/1358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18;.MWFRS (envelope) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf,bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 656 lb uplift at joint 7 and 528 lb uplift at joint 12. LOAD CASE(S) Standard 29-0-9 PLATES GRIP MT20 244/190 Weight: 161 lb FT = 0% .. .. lrvaq•Pllmtmr,!testa 91'14 #8s1rUi'v`�iStti9'gPEVl ifwA=-TE a6 ie9! sr.091-s Omit, sFstlaSt ir-0,a1! !#i eiirt¢ninrM.Si:k ltas!dfnr]t{bP li fY fl d. 7;i7Mif''rtikitttfttn ft, �Ji(3Al gt jar itdittSrt!Pr[4RitretRilJlP:I:Qf lfe�l'_i➢t(4t4tellgrti!N4:f1rj#tirX lSSlnii�tfkJ1371t541tr1;NlOgl#(j�QL[I1,q(f(IFlI,rNi4lfJf il{RSp(i L, 7:Ifit#C 'tE5, tY7L:e2J Anthor#y T.Tornbo Flat P.E. sdrotlBN rnsln artsttegss'..tn;retsSiix!dll C.us,dsB.uls rrfinlydt;=.rfatYek GaiGesige!,u6tiaald Et 2r,.t 9:mialwdk eg pats xd7771. rntJrnstldktt ai eq BeNx:t tide iisss,arxuJS�CvJ,wnrgYL[stiuwari sYd bGnasma�.8ld 80083 f tt Fa Gti:t;t{ rs!(rchrhr, t&fxtssBe+lAt4ttrOM6r natr*d, nsfrwtttl:,7G as�N:}h`ascztist4W}plltsk!!r'.!!tt!i!Itor n'aeudkrJr ni ilsea tr414tnesis ttspt;ikfferrsl!%�:s>'rc7ass rG sr, Grss Otds fq'rzts afircssW, ltuna alrss 445E St. Lucie Blvd. 5lflnstdt'�strYrtrm;ultdtfNpsln(glt l�jL'ffS.iiti?N,i#i755ri±Npfttir!rrM3'35 ikt7tJ NSiJW.,cetrtitl}Stfmrt7RttftlGtlx'r, l.; uinvinliE:rmut:-!dtlitlFFL Fort Pierce, FL 34946 s fbpyripki�.'i0#6A-1Foafirussts-Aaibanyl.lambo#I#,P.E iepTed46ndiliisdatamentinDay rem, isptatibitrd.nboan6emimeoPermission from A-iP.aailiussts-Am6anyl.lamba#II,P.L I i Job Truss Truss Type city Ply 67443 B04 Half Hip Girder 1 A0001739 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 May 10 15:34:41 2017 Page 1 I D:mGLh pp2eZfOS iwuCojaHl4znX3 D-ByRvCgXFTMD9Aa PH DXgxe9e8 UYfzj CQu 9BoeeNzHtli 4-11-4 11-0-7 16-11-15 22-11-6 29-0-9 4-11 4 6-1-3 5-11-7 5-11-7 6-1-3 6.00 12 3x6 4x8 = =3x8 Dead Load Dell. = 5116 in 3x8 = W� 141 13 22 23 12 24 25 11 10 26 27 9 28 29 8 3x6 II 5x6 = 3x4 = 4x6 = 4x6 = 3x6 II 3x8 = 4-11 4 11-0-7 16-11-15 22-11-6 29-0-9 4-11 4 6-1-3 5 11-7 5-11-7 6-1-3 Plate Offsets (X,Y)—[2:0-5-8,0-2-41,[13:0-3-0,0-2-41 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) 0.40 10-12 >858 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.48 10-12 >717 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 159 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 BRACING-' TOP CHORD Structural wood sheathing directly applied or3-4-14 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-13 oc bracing. WEBS 1 Row at midpt 2-12, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1726/Mechanical 14 = 1661/0-7-4 (min. 0-1-15) Max Harz 14 = 161(LC 5) Max Uplift 8 = -1497(LC 5) 14 = -1439(LC 5) Max Grav 8 = 1726(LC 1) 14 = 1661(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2325/2154, 2-15=-3430/3155, 15-16=-3430/3155, 3-16=-3430/3155, 3-4=-3520/3162,4-17=-3520/3162, 5-17=-3520/3162,5-18=-3520/3162, 18-19=-352013162,6-19=-3520/3162, 6-20=-2435/2162,20-21=-2435/2162, 7-21=-2435/2162, 7-8=-1658/1500, 1-14=-1614/1456 BOTCHORD 13-22=-1967/1998, 22-23=-196711998, 12-23=-1967/1998,12-24=3155/3430, 24-25=-3155/3430,11-25=-3155/3430, 10-11=-3155/3430, 10-26=-2162/2435, BOT CHORD 13-22=-1967/1998, 22-23=-1967/1998, 12-23=-1967/1998, 12-24=-3155/3430, 24-25=-3155/3430, 11-25=-3155/3430, 10-1 1=-3155/3430,10-26=-2162/2435, 26-27=-2162/2435, 9-27=-2162/2435 WEBS 2-13=-374/250, 2-12=-1408/1658, 3-12=-680/712, 5-10=-552/605, 6-10=-1165/1264,6-9=-1272/1284, 7-9=-2477/2788, 1-13=-187611992 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1497 lb uplift at joint 8 and 1439 lb uplift at joint 14. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 258 lb up at 4-11-4, 92 lb down and 160 lb up at 7-0-0, 92 lb down and 160 lb up at 9-0-0, 92 lb down and 160 lb up at 11-0-0, 92 lb down and 160 lb up at 13-0-0, 92 lb down and 160 lb up at 15-0-0, 92 lb down and 160 lb up at 17-0-0, 92 lb down and 160 lb up at 19-0-0, 92 lb down and 160 lb up at 21-0-0, 92 lb down and 160 lb up at 23-0-0, and 92 lb down and 160 lb up at 25-0-0, and 92 lb down and 160 lb up at 27-0-0 on top chord, and 338 lb down and 279 lb up at 4-11-4, 40 lb down and 25 lb up at 7-0-0, 40 lb down and 25 lb up at 9-0-0, 40 lb down and 25 lb up at 11-0-0, 40 lb down and 25 lb up at 13-0-0, 40 lb down and 25 lb up at 15-0-0, 40 lb down and 25 lb up at 17-0-0, 40 lb down and 25 lb up at 19-0-0, 40 lb down and 25 lb up at 21-0-0, 40 lb down and 25 lb up at 23-0-0, and 40 lb down and 25 lb up at 25-0-0, and 40 lb down and 25 lb up at 27-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-7=-70, 8-14=-20 Concentrated Loads (lb) Vert: 2=-96(B) 4=-54(B) 13=9(B) 12=-11(B) 3=-54(B) 5=-54(B)10=-11(B)6=-54(B)9=-11(B) 15=-54(B) 16=-54(B) 17=-54(B) 18=-54(B) 19=-54(B) 20=-54(B) 21=-54(B)22=-11(B)23=-11(B) 24=-11(B) 25=-11(B) 26=-11(B) 27=-11(B) 28=-11(B) 29=-11(B) Ftrse}•fleta:¢rr.}tlr;e!Impt'4ltDa liV"iS-r'i(SEIIIr'}Ftfi9t€'t436(6�re7rf(]ICy{t7![rjit5R9S�6aitil'tao, kelydli}tpna*.e'!!taitedciesmdtinsa[xA;tnYapilDPtti�StNeerl.Sa»I14rEUh;+enSlntldo-n nr, G.'+s: r�tis;!tsw.Mrs4e'66,teH JI'!F:tmt:Le(itf51b3(1t i33dii16t lr}U¢i Ytrd tr if Anal (t}U!eM.6,4ptklfj it}ia ot+sa(arslTGdn;nus!nx:+proadderc'+und xpunh}nrpz�:�ter lc tai+upt!Gesmp'al nst p�m6s4se I10Nr, ttla lPl l.:iett tp nu }�a;, lsi+'s}tntts, whdra; Anthony T. Tombo Ill , P.E. rdeaJthinnlp mr}:7rp}ttcnyasdea!dW...at,!aG.xviaKt i!}aatdt+Geri.C}}al}�a,b&tactlAt3(,4t6:te}p!Iwel}r't1l}:ed. and rl i.lb+r}nttld6tll6ni rp9eLL ,td3t Nt24xt3iit}sz6;+},d+rt}', DtT! %�}+tt§sSr."M4et±sputi3rl' .7'80083 ' 8e bsd=Gt}:+;gr.M[tMAr tAwss sdMwtl+IDDadW¢t>7astd} k5us A5tfc+ldw}4epa!t, I:dr 62xama}6rjµlf.s3dk}(Y.a}Sl lat�eErtu-dht} nl,7fna. PIId0ta3t raga .a:sudlfies s'LMToss.etiq!ytross(#r_9 (+}uv ¢i?nst d'shAmu,alus 4431 St. Lucie Blvd, 2tgL•+hi:dhtCaxlrJe!lynbrt3'o}N�rennmtd.DtT!nsa+:t}+rtptveK�tetnzn}e+sy+•,aT,sssnnat+tsdt:,ram:},taWatd;rc;eneitei�IPFt. Fort Pierce, FL 34946 tapyrigM02016A-1YaalLessrs-Anl6eayl.lomhaIll, KE Peptadadiand hisdamment,inany fam,isprabibittil inhaanhewejitenpeemissitofivan U It:edhosses•Am6ecyl.la?;balit,P.L Job Truss Truss Type Qty Ply 67443 C01 Half Hip 1 1 A0001740 LbRef.r..ce I (optional) r Roos trusses, Pori Pierce, FL 34946, aesign@anruss.com (tun: 8.020 s Aug 31 2016 Print 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:41 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-ByRvCgXFTM D9AaPHDXgxe9e6iYlcjHLu9BoeeNzHtli 6-5-0 10-9-4 16-7-0 22-4-11 6-5-0 f 4 4� 5-9-12 5-9-12 r 4x4 1 4x4: 3x8 = 2x4 II 5x6 = 5x6 = ' 3x8 = 3x4 = 10-9-4 1.5x4 II 22-4-5 Dead Load Defl. = 7/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.91 Vert(LL) -0.29 9-10 >918 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.56 Vert(TL) -0.73 9-10 >362 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 7-9 >999 240 Weight: 142 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* B1:2x4SPM30 WEBS 2x4 SP No.3 BRACING - TOP CHORD dd Structural wood sheathing directly applied or 2-2-0 oc I purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 54-5 oc bracing. s WEBS 1 Row at midpt 4-6, 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 994/0-9-8 (min. 0-1-8) 10 = 994/0-74 (min. 0-1-8) Max Horz 10 = 511(LC 12) ; Max Uplift 6 =-836(LC 9) 10 = 651(LC 12) p Max Grav 6 = 111O(LC 22) 10 = 1075(LC 19) d 1 FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=480/487, 2-3=-1278/1244, I 3-4=-1168/1220, 5-6=-199/262, 1-10=-467/557 BOT CHORD 9-1 0=-1 762/1509, 9-11=-926/879, i 8-11=-9261879, 7-8=-926/879, 7-12=-926/879,6-12=-926/879 WEBS 2-9=-472/744, 4-9=-449/442, 4-7=01257, 4-6=-1325/1399, 2-1 0=-1 126/1077 i NOTES- ; 1) Unbalanced roof live loads have been considered for this design. " 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 836 lb uplift at joint 6 and 651 lb uplift at joint 10. LOAD CASE(S) Standard Ya�u[-nn¢nen„ Nrm+w,u A.110011WISi k-U y0311 INS 6L7 DCBS mSTOnfmM1[1:6a8nSWkrha Inif[inipy r!tu!¢tndeYes u^it[n!sh!ipOrtewgO[�;)aad ne ltDee[I. [eats lC;[L lEseaz Skrttefaeru 6e1n,e3mne stlelune l69,etlt WT!kc tiWa tadt„AW1,�ns„d:t ssernn a;sg Fgxw¢s,�';,nn7 F,nz:!4neteduaryTa^,rgrt!u1!®ergm!tAWln#uuoilu�;ra7!rwvRdSt!&: ttltupAIDesn}ietmslry a&r09n¢,ntnl[41. Ilelnipruar¢s,lartrtleien, ttael:Al Anthony T. Tornbo III, P.E. eetn,d sLnsfxcghd"ssisne nsprsis:liryes4gnn,dgw,dr Mlnkd,[esnlfelnffm[a--.geyhn,u,hd,fta 3:.k, Itt ¢Ira InlS;ifig,d,¢/iflI.14,11:nddn,IOg¢I¢rfiegnr,!ne inn;hdeCngauTw!h!gprt!nfelbanlM:rl siii lent ngnsi43igei ?80083 ' n,r,;un[g!sigau16Ye3n.l eness¢Ihn laa nln, lrcCtnnlpido,f,rbw 411fteWho;¢tdrnea[f 1dS:al1[iP nISGAs nM,mlxpar"'067%Iiefnsn,ngnual an[ktl„dMl!assg-u n,[nss k!ip Ec ,e „iln!sYmhd n, nlns 4451 St. Lucie Blvd. ,nnwh,iefa;sl7,[wnmepNgnn vrtx1 �kl p;ttn dnh,[. lla Tun Des.«Ggiz,t a WIM d:l/igatptw,; ¢L,ssA9e¢E,pNn d,gsailfiq. N asnm'a,! Init m et13,d nTl. (apyrighttDthl4AdRoof Tiussas-AnthonyLJade III, P.E.Repradueionafthisdomment,inany form, isprohiiitedwhhoutthewrfienpermissianfrom A -I Roof bosses- Anthony LTomb III, P1. Fort Pierce, FL 34946 I 1 Job Truss Truss Type Qty Ply A0001741 67443 CO2 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:42 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-f87HQOYtEgLOok—UnELABMBJGyJGSfB 1 OrXBBpzHtlh 2-4-0. , 7-11-13 12-9-0 ,14-6-4 23-2-0 30-0-2 1 37-0-0 45-6-0 2�-0 5 4-9-3 1-9-0 8-8-0 6-10-2 8-11-14 8.6-0 2-6-0 5x6 = 5x8 = 6.00 F12 4 5 3x6 = 2x4 II 3x8 = 5x6 Dead Load Deff. = 1/4 in 19 18 2b 1r 2r 16 15 14 13 12 4x6 _ 5x6 = 3x8 = 3x6 = 5x8 = 2x4 11 3x6 = 4x8 = 3x6 11 4x6 = 2-0-0 48-0-0 L-0-0 , 12-9-0 ,14111 23-2-0 30-0.2 37-0-0 46-6-0 45�1p-0 ' 2-M " 10-5-0 ! 1-9-0 r 1, 76 ' 6-10-2 6-17-14 8.6.0 0-0 2-2-0 0-0-0 Plate Offsets (X,Y)— 110:0-2-12,0-2-121, f16:0-4-0,0-3-01, j19:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.55 16-18 >454 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.41 16-18 >606 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 264 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T5,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except* W1,W10: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-44 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-11-4 oc bracing: 18-19 6-10-7 oc bracing: 16-18. WEBS 1 Row at midpt 5-16, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 19 = 985/0-8-0 (min. 0-1-8) 16 = 2256/0-8-0 (min. 0-2-11) 12 = 1079/0-8-0 (min.0-1-8) Max Horz 19 = -167(LC 8) Max Uplift 19 = -691(LC 9) 16 = -1517(LC 9) 12 = -549(LC 13) Max Grav 19 = 985(LC 1) 16 = 2256(LC 1) 12 = 1095(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-206/345, 2-3=-230/601, 3-4=-652/1502, 4-5=-625/1596, 5-6=-414/529, 6-7=-414/529, 7-8=-414/529, 8-9=-7937781, 9-10=-1006/688, 10-11=-301/139 BOT CHORD 1-19=-267/174, 18-19=-11547706, BOT CHORD 1-19=-267/174, 18-19=-1154/706, 18-26=-792/504, 17-26=-792/504, 17-27=-792/504, 16-27=-792/504, 15-16=-62/500,14-15=-62/500, 13-14=-62/500, 12-13=-184/338, 11-12=-184/338 WEBS 2-19=-371/518, 3-19=-750/1092, 3-18=-321/485, 4-18=-1164/396, 5-16=-122712114, 7-16=-609f755, 8-16=-1266/1079, 8-13=464/367, 9-13=-136/362, 10-13=-171/497, 10-12=-971 /1234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 691 lb uplift at joint 19, 1517 lb uplift at joint 16 and 549 lb uplift at joint 12. LOAD CASE(S) Standard tt7nnl-FI!ss!Cmr,Nlre.e•6e'1110�;:➢6Ss0�g�0 �ZF3{?10.416C•'n011uTi rJS?gY{-f4T7]i[tTiat[L9YEkT 6ro.leN/htippr„:tu!ntrnl w4!u5s lnnCe!i;sm!r®1014?eta! lmnrl. W, Lr!W..She!.le— D1u, ..Wr.ITm'dl '. kh7sk-0, gdu mil1-dix 7xi 41,,dt. urTms 0—I.W..fu,5p,91giw: i:Wnaq'14 rgam—r—dnelnh:slndfrVfisip!SOemfS T—Igailu 6:IDDWt,nM IRL Nftp M—rres, W.1 udci!rs, ua!fadr Anthony T. TOmbo III, P.E. ar et rtisTmWr gtdq 1,N,ntoss(sydRegne;GaC•.xrsodatnlry!c'nq!lwtlwrg!;.gee,ie@e ndeddhsltt,llrlx nllislaelk�ilfigmdaufl[Is.lhgr:r,da!fxTwAclgfi:lirssdB,T�ss; td.figM7.?. degaussdxtinut Fnsss !!ae nstresirliryd =80093 I}et.SrclWuprnl Gf!an.{ned!, serduw10: n13t rms'ussnlrridosrditrkllfrsp6epneel Sa'ehlde,x!IimptS�tesGLslrr,", nsStO e!,demlt4r dpilvc�V41e3mnB!n:tnvilon nt4fi!rdt>:?ms Rs�s,iass kdsstgsnrut?ns:Y¢shams,nkss 4451 SL Lucie Blvd. r4a•hsi!f-.rdlrrEram tgetgni[nm kdrmsh,ds!ilk?n;so!drr Eq w,n Funlr tan(goes((x,,rruess<.?ma0lwe,dnyMlr�.m�aleea�.; rn rs edoelETOL Fort Pierce, FL 34946 (apyright0201d Ad feciDusses- AnthaeyL lanha III, H. Septodunian althis doromeat, in anylorm, is probih'dzd whboat Ae vsinen permissionhoss A4 raa1TIOSSES- ActhonyLTanho III, P.E. Job Truss Truss Type Qty Ply 67443 CO3 Roof Special 1 1 A0001742 Job Reference (optional) 6i, -'v� r u"o, unssyuQwn t uuss.s:urn nun: 6.020 s Aug :S7 zui6 t-mrrC MULU S Aug 31 2U76 Mt I ek Industries, Inc. Wed May 10 15:34:42 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-f8?HQOYtEgLOok_UnELABMB16y39S W 1 OrXBBpzHtlh 244) 7-10-2 12-9-0 16-6-0 23-2-0 31-0-2 39-0-0 45-6-0 48-0-0 2-4-0 2 4-10-15 3-9-0 6-8-0 7-10.2 7-11-14 6-6-0 2-8-0 M 0 5x6 = 3x6 = 6.00 12 4 �„o _ _ _ 19 18 16 15 14 4x6 = 5x6 = 3x8 = 3x6 = 5x6 = 3x8 = 3x6 = Dead Load Dell. = 3/16 in 13 12 4x6 = 3x6 11 4x6 = 2-4-0 1 2-0-0 12-9-0 23-2-0 31-0-2 39-0-0 48-0-0 45E-0 4 1 -0 2-0-0 10-5-0 105-0 7-10.2 7-11-14 G-6-0 -02-2-0 0.4-0 Plate Offsets (X,Y)— [9:0-5-12,0-2-41,[10:0-2-12 0-2-01 [16:0-3-0 0-3-01 [19:0-3-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.56 16-18 >446 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.37 18-19 >671 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC20147rP12007 I Matrix -MS Weight: 254 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1,W10: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc I puriins. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 1 Row at midpt 5-16, 6-15. 9-15 E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 19 = 987/0-8-0 (min.0-1-8) 16 = 2250/0-8-0 (min.0-2-10) 12 = 1083/0-8-0 (min.0-1-8) Max Horz 19 = -167(LC 8) Max Uplift 19 = -663(LC 9) 16 = -1481(LC 9) 12 = -552(LC 13) Max Grav 19 = 987(LC 1) 16 = 2250(LC 1) 12 = 1098(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-206/334, 2-3=-227/581, 3-4=-658/1518, 4-5=-030/1533, 5-6=-643/664, 6-7=-756/551, 7-8=-756/551, 8-9=-756/551, 9-10=-1041/726 BOT CHORD 1-19=254/173, 18-19=-1173/710, 17-18=-689/396, 16-17=-689/396, 15-16=-664/1112, 14-15=-320/835, 13-14=-320/835 BOT CHORD 1-19=-254/173, 18-19=-1173[710, 17-18=-689/396,16-17=-689/396, 15-16=-664/1112,14-15=-320/835, 13-14=-320/835 WEBS 2-19=-358/498, 3-19=-765/1133, 3-18=-314/472, 4-18=-973/312, 5-16=-1283/2181, 6-16=-1335/1358, 6-15=-1380/1585, 8-15=-592/724, 9-15=-121/274, 10-13=-463/808, 10-12=-999/1129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 663 Ib uplift at joint 19, 1481 lb uplift at joint 16 and 552 lb uplift at joint 12. LOAD CAS E(S) Standard ofnor-nmv n litnn.&.1-1 sr asssixu(r}almlI'M&m¢m¢ tmn 1"fy4,1Ppn qn.W nh.1, u!ln,lrnr!¢n.e3px,watemRLrlu,©,rt.r t3sl�ratl.n runnn.ntmte�lrcanit . WTltssmms pdn sSAklxl4rikie¢uks ldt 1,eTrnsOlr~e[ycnxli_,dtJieJ({rliG3:b111:M109r1¢l tyn]diStlfl:ytffiIAIMFRk:linlityb4tCjl:lril!IFShrT.'Jt tlflOACfShrN rIA:(y^J�nl�r6l nlr.nlllrFFr.rl°ItJrltlnU�n;, ¢tinrnitanc u.nsder Anthony T. Tombo llI, P.E. ' atne!(Izsinss6rerh18yisReminw roe!¢.lc.d¢.ltr,valmriyemen:r«u�un,o�mm�,(lair~dlixn(n!i>3ts�irynt:neraa.WeerrndarnrroM.teen.urmr:ns:anr�ts.eryu.yl.onelmneFn.�lra!keen�muuma 480083 6rliifsr resipecal6&!a!l.aorres,elnthlYlW ne2errsGresne p:llWndfleleiay0cpsnlS#ehidnnllim;i0Qrd6!(enrmnasa(■erne• ,e(x�,dt,ze.inr(!!!tllesrnssmn n(cena�rm;as,im, s:m[gs<nnarnsc ¢.�(l;mn: elm sAeraiss 8fsllrs(!wo¢,pNsinkn!seh, dl rytin hnhlr. lia rrn Dnxt6rMlkr¢Itlttnllurenirzn; rrLnser,4u Grtnndnr h:ltiy.IDlyum'¢sl teas ntnddn!la1RL 4461 St. Lucie Blvd. (opyrightd)20164I Rualbusses-4elbcy1.TamhoIII, P.L Rtprodoninelthis domment,inonyfarm,isprdibhelwiihoutthemfitnpemissianfrom4-I Rol Trusses- 4ethouyT.iambill, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0001743 67443 C04 Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:43 2017 Page 1 I D: mGLh p p2eZfOSiwu Coja H l4znX3 D-BLZfd MZV?zTtQuZg LxsPjaj R FM SfB52B dVH Ij FzHtl g 2-0-0 6-10-4 12-9-0 111 23-2-0 29-1-15 35.0-1 41-0-0 45-6-0 48-0-0 2�-0' 4-6-0 ' 5-10-13 ' 5-9-0 4-8-0 5� 5-10-3 5-11-15 4.6-0 2-6-0 5x6 = 6.00 F12 Dead Load Defl. = 118 in 23 22 21 2u 19 18 35 36 17 37 1635 15 39 40 14 13 4x6 _ 2x4 11 4x6 = 3x8 = 3x6 = 2x4 11 5x10 = 2x4 11 3x6 = 3x8 = 3x6 = 3x6 11 4x6 = 24-0 48-0-0 2-0-0 6110-4 12-9-0 18-6-0 23-2-0 29-1-15 35-0-1 41-0-0 45-6-0 451 -0 2-0-0 5-10-13 5-9-0 5-11-155.11-15 4-6-0 2-2-0 0-4-0 Plate Offsets (X,Y)— [2:0-2-12,0-2-0), [5:0-5-12,0-2-8), [8:0-3-8,0-1-8), [10:0-5-12,0-2-4), [11:0-2-12,0-2-0), [18:0-2-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.16 15-17 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) -0.04 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 262 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1,WB,W12:2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 1 Row at midpt 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23 = 948/0-8-0 (min.0-1-8) 18 = 2555/0-8-0 (min.0-3-0) 13 = 1195/0-8-0 (min.0-1-8) Max Herz 23 = -167(LC 4) Max Uplift 23 = -704(LC 31) 18 = -2790(LC 5) 13 = -1505(LC 9) Max Grav 23 = 964(LC 23) 18 = 2555(LC 1) 13 = 1207(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-856/771, 3-4=-630/649, 4-5=-641/642, 5-6=-1284/1145, 6-30=-1284/1145,7-30=-1284/1145, 7-8=-1284/1145,8-31=-1441/2310, 31-32=-1441/2310,9-32=-1441/2310, 9-33=-1441/2310, 33-34=-1441/2310, 10-34=-1441/2310,10-11=-1140/1892 BOTCHORD 21-22=-747/801, 20-21=-526/867, 19-20=526/867, 18-19=-535/873, 18-35=-11281756, 35-36=-1128/756, BOT CHORD 21-22=-747/801,20-21=-526/867, 19-20=-526/867, 18-19=-535/873, 18-35=-11281756, 35-36=-11281756, 17-36=-11281756, 17-37=-11281756, 16-37=-11281756, 16-38=-11281756, 15-38=-1128/756, 15-39=-1527/996, 39-40=-1527/996, 14-40=-1527/996 WEBS 2-23=-867/616, 2-22=-629/837, 3-21=-337/408, 4-21=-412/337, 5-21=-648/497, 5-18=-1458/1193, 6-18=-451/448, 8-18=-2144/2828, 8-17=-245/301, 8-15=-11501826, 9-15=-580/661, 10-15=-643/578, 10-14=-272/151,11-14=-1732/1120, 11-13=-1121/1565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 23, 2790 lb uplift at joint 18 and 1505 lb uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 153 lb up at 24-11-4, 85 lb down and 153 lb up at 26-114, 85 lb down and 153 lb up at 28-11-4 , 85 lb down and 153 lb up at 30-114, 85 lb down and 153 lb up at 32-114, 85 lb down and 153 lb up at 34-114, 85 lb down and 153 lb up at 36-11-4, and 85 lb down and 153 lb up at 38-114, and 172 lb down and 246 lb up at 41-0-0 on lop chord, and 21 lb down and 107 lb up at 24-11-4, 21 lb down and 107 lb up at 26-11-4, 21 lb down and 107 lb up at 28-11-4, 21 lb down and 107 lb up at 30-11-4, 21 lb down and 107 lb up at 32-11-4, 21 lb down and 107 Ill up at 34-11-4, 21 lb down and 107 lb up at 36-11-4, and 21 lb down and 107 lb up at 38-11-4, and 177 lb down and 479 lb up at 40-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-70, 4-5=-70, 5-10=-70, 10-12=-70, 24-27=-20 Concentrated Loads (lb) Vert:7=-44(B) 10=-75(B)17=-4(B) 8=-44(B) 9=-44(B)15=-4(B) 14=79(B) 30=-44(B)31=-44(B) 32=-44(B) 33=-44(B) 34=-44(B) 35=-4(B) 36=-4(B) 37=-4(B) 38=4(B)39=4(B)40=-4(B) Puin1-Flea erRegOrroiaes'Llro:r'e433rk'19„eF13FfI:ZYS6('uSpRiSfdS?OYjlPitrj3(rFu3l(fi4(kl'ha(r.Be�etip(a-esgmrtirul a4sn�cln:tksipUnrog7�N8slsOsTl.Irsk G, rEee!rrZiia!lelrers relsm¢2m6e:alelu Ge lG6,esir FBTstssRSAnrWssaeksutir,(!ei[Chrs ad:e.IssGrsDK3[geosli.G1{eTf!r 6reu4 metMna7tfr", ryrtudsbsrymed6rptx4:<.ind ermaogragca:ddntfsL/ssapAme Ngh ins:lyiN ae fsT06edr,ninlBt Txi<:4acvniCxes, laiar osine[s, udaredf. Anthony T. Tornbo III, P.E. sd ae Alt,has W.1WasrisBe:niudz9trdb6nn,EeOndsefexmtiq�utfeE,i0or 0e;:ae,6@eus(ed Atis R4@r lQni(k(mlYa98go1*alTri�l Re e��ertl dfi, NOdsefi:0redtlrk.cs, udK�eneTmT.skeie,usts:xfinwi kayridl te�rss1Q,51atd ' �Bp083 6eU11ore:sigx¢! bed.. Affwssitd'u P« N"Ph. I' Rini rs¢e1h8d1bE<7SeiG nxlS¢e¢h3nnlem{I(Sljrd6:keeHRlal SEn eriAnertibr[,sd gi(¢ti(tlid es9+regns�Imt n(htiadl4Ltsi ees''ee,Trtts C;tip6jsesnlina6 h�nn,oJass 4451- Lucie Blvd. dcvee4Lxdlys(xnmspceynknreghrl rdas enkei lh Nrr Dengs 6lsss is TresHmLa6edgxs,sruesslrAm tsryxl bsner:(tr1. 311 RiCAcsltrasmaednslYTfn. Fort Pierce, FL 34946 (opydgbt02016A-IHaoffrossas-Amhanyl.famboIII, P.E. pepmdurtnnoflhisdommealJoany form, ispm6ibiledwilhat(6emineopemissiaafrom A-]loolTuims-Anhoayl.hintoIII, P.E. Job Truss Truss Type Qty Ply A0001744 67443 C05 Attic 1 4 1 JJob 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 May 10 15:34:44 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-cX71 riZ8mHbk128sufNeGnGedmh2wa6Ks901FizHtlf 7-74 , 10-3-11 11-3-812-9-0,14-2-815-2-5 17-10-12 25-6-0 ' 7-74 2-8-7-11-131-5-8— 8�r3 2-8-7 i 7-74 4x6 = 3x4 = 3x6 11 4x4 = 5x10 MT20HS= 3x6 11 4x4 = LOADING(psf) SPACING- CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL %0 1.25 TC 0.86 Vert(LL) -0.59 10-12 >422 360 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.00 10-12 >250 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.34 10-12 >737 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.OE'ExcepV B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1,W7: 2x6 SP No.2 BRACING - TOP CHORD ; Structural wood sheathing directly applied or 3-10-9 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing. ! MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1079/0-8-0 (min.0-1-8) 13 = 1313/0-8-0 (min.0-1-8) Max Horz 13 = 222(LC 9) Max Uplift 9 = -258(LC 13) 13 = -369(LC 12) Max Grav 9 = 1284(LC 2) 13 = 1493(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1739/744,3-17=-1477/849, 4-17=-1337/899, 4-5=-329/803, 5-6=-332/801, 6-18=-1338/896, 7-18=-1478/846,7-8=-1727/734, 8-9=-1254/674 BOT CHORD 1-13=-104/285, 12-13=-299/403, 11-12=-516/1442, 10-11=-516/1442, 9-10=-346/310 WEBS 7-1 0=-1 09/398, 3-12=-110/430, 4-14=-2272/1386,6-14=-2272/1386, 2-12=-472/1363,2-13=-1599/1189, 8-10=-173/1254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left'and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.01b AC unit load placed on the top chord, 12-9-0 from left end, supported at two points, 5-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 9 and 369 lb uplift at joint 13. 11) Attic room checked for U360 deflection. LOAD CASE(S) Standard Dead Load Dell. = 7116 in It* PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = 0% tvast;-Flau@ !¢'*.&9J 100f915115, I11p6119AIMS61Ds ASMrON lrr;T71I16;iPJa64tkrlun IsralGsip pn^.dnrui+nla@to Js Gesthsip mvitPP:lmi@rLMnTI.rr:Grl,t:.esrmrfinstdsesss. Cdrn Xlmiusate)da, IMulf ILTrteaemslldts ssA Is If at Twit It sdt A,sm..osi ftimutsmecgF., Anthony T. Tombo III, P.E. atnedttshns b: oyhilirs is@engnsia'Lryd@eOnn,FaC.xise+Quhele;e2uu: tnifa}0:..nuleudeddifislM@t txnll's6nlb;1la3dsneRld.flee{yndd@tl00ntc;fisN.0 EBtrmx ad+tigkele;d:e{eustudmni kecq sSd:hMre=tnsinlatd. {80083 tlesdrgCsilper¢t6tgn.IOednsaMbml00ntaelskiusnl ldetsdmlq:Se;G�enlS2ehtiss¢etas{tAQplfikxlhltlntSlQnrdenatbrrxvdpit.,Imliews@rnsinsUbnalMudO3inssw-4pn, msmdltte�nnnemnLnnmm,uiiss �:' 4451 St. Lucie Blvd. rtkMssid elhtraemegedryn@s,srxgfla7 erca isnhsd lia rrrt res!;tGts is FrikCrUie30ssiS, srims5�lezlsl�d dsghlftr}311atNbslbasmrs/dndnilFl Fort Pierce, FL 34946 Copyrigbt 9 20164.1 Raalhossas-AathonyI. Tenba ill, P.I. Rtpr`> vrfm of this datownt. in oay form, is probibheAshhoui the written permission here A-1 Inf ftuises-Aathonyl. Tomb Ill, P.L Job Truss Truss Type Qty Ply 67443 C06 Attic 3 1 A0001745 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 May 10 15:34:44 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-cX71 dZ8mHbkl28sufNeGnGe4mjQwc6Ks90l FizHtlf i 7-7-4 10-3-11 f1-3-812-9-0,14-2-1? 2- 17-10-12 25-6-0 ' 7-7-4 2-if -11-1 1-5-8�-11-1 2-8-7 7-7-4 3x6 4x6 = 2x4 = W5 5 2x4 = 6.00 12 4 6 1.5x4 II 15 1.5x4 II 1.Sx4 II 7 13 12 11 3x6 8 3x4 = 3x6 II 4x4 = 5x6 = 4x4 — 3x6 II 3x4 = 2-0-0 2,4,0 7-7-4 17-10-12 23-2-0 2$-0-025-6-0 2-0-0 0-4-0 5-3-4 10-3.8 13, 0-4-0 2-0-0 Dead Load Dell. = 3/8 in Plate Offsets (X,Y)— [1:0-1-4,Edge], [2:0-2-12,0-1-8), [8:0-2-12,0-1-8), [9:0-1-8,Edge], [10:0-4-8,0-1-8], [14:0-4-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.58 11-13 >428 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.98 11-13 >256 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC20147rP12007 Matrix -MS Wind(LL) 0.29 11-13 >865 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.OE *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1199/0-M (min. 0-1-8) 10 = 1199/0-8-0 (min. 0-1-10) Max Harz 14 = -165(LC 8) Max Uplift 14 = -466(LC 12) 10 = -466(LC 13) Max Grav 14 = 1380(LC 2) 10 = 1380(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1542/840, 3-4=-1274/979, 4-5=-264/770, 5-6=-265f769, 6-7=-1274/978, 7-8=-1541/841 BOT CHORD 1-14=-1 1 1/288,13-14=-265/411, 12-13==442/1276, 11-12=-442/1276, 10-11 =-1 09/266, 9-1 0=-1 09/266 WEBS 7-11=-82/443, 3-13=-89/448, 4-15=-2044/1403,6-15=-2044/1403, 2-13=-532/1187, 2-14=-1472/1197, 8-11 =-544/1202, 8-1 0=-1 479/1207 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 14 and 466 lb uplift at joint 10. 9) Attic room checked for U360 deflection. LOAD CASE(S) Standard 9nup-etm! tlntyll(nria (u'4110<',fMs li W Wdfa I. fish MIL I 's! z SWIM.! w. Cdtn dta be!a1d nG! Iro,ed( col!tswuarplehrs4Ace!v[twaei[Avs<ed:tlsetmson:x[,{e:Ypr.spm!R[c[�e!.nns!naltDsrgn!mswreq rdrs,[!de:cinder(n,!�r�„razfrnrs!traten�mtt!n.[q nn:tootd(.ntnmrrs+!sq!e;:m(!s,ixrm(m�incamaror. AnthonyT.Tombolll,P.E. nin!d[!Tan lx jtadigis0,nquitiAl d9f 11—'ES g�felf e$tNet!]av'!!flWin(05�,i!le dtled dfi,Xk!mc.1li n.l}r7(iq od>.ns W.I. eB:ndd6!ICAe:lryff!Nn!!!8!L•.u;tdetiyfseltr(,daq!,hsn!auma7he!zS sld:h Ex n±Fa}i!ill((d Sg0�63 ' aeS+]raSSesgral[!t!atr.tautessdeduMilo; Met pse5resa1n3:rundfeWit[,*eslScil!M!eaetiaan(SI3Sde:kISSIWnSStUir"eii db:ixrdpi4at. Blvd. 1H11in3ertssnu*roesnlectesdtnlsnse!syea,tass�!istt!7:en!dLnnYnehana,nlns gg515t.Lueie rfiovn!lefadlrr(emmryedgnknCq h, el noes hnh!i lh trrsgnlpur�!rss Sitdt tatSagonitxr,ertsns stdea[eSCu!io!!gh7fty.masededrea; a!na!g!!ScmS. (opydght02016A-IRooffia es-AmhnoyT.Town Ill,P.E. Reprodonionofthis doromans,inany form,isprohihisedwnhomshearisenptimissioafromA-1Rootbesm-Aarhooyf.Tomhoil,P.E. Fort PierceLucie Blvd. Job Truss Truss Type Qty Ply 67443 C07 Attic I 1 1 A0001746 o tional Job Reference _, o-.a cmyul,c i uuaa.wm RUn: 8.020 s Aug 37 26i6 Print: MUZU S Aug 31 2U1b MI I ek Industries, Inc. Wed May 10 15:34:45 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-4jgQ22amXbjbfCj2SMutp?ppr93ffl uU4pmso8zHtle 7-7-4 I 5-2-1210 25--0 -t-n 15 � 13U3,7-7-47 27 - 5x10 MT20HS= r Dead Load Defl. = 3/8 in 6.00 12 ' 1.5x4 II 3 3x6 2 i 1 o � 14 j 13 3x4 = 3x6 II I 44 = 4x4 = W$ 4x4 = 4 6 1.5x4 II 1.5x4 II 7 3x6 W2 i 8 12 11 5x6 = 4x4 = 9 Io 10 3x6 II 3x4 = LOADING (psf) SPACING- 2-0-0 I 1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.58 11-13 >428 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.98 11-13 >256 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.29 11-13 >863 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E 'Except` B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* Wi: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc 4 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 14 = 1199/0-M (min. 0-1-8) 10 = 1199/0-8-0 (min. 0-1-10) Max Horz 14 =-162(LC 8) j Max Uplift 14 =-467(LC 12) 10 =-467(LC 13) Max Grav 14 = 1380(LC 2) 10 = 1380(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15421840, 3-4=-1274/979, 4-5=-301/865, 5-6=-302/865, 6-7=-1274/978, 7-8=-1541/841 BOT CHORD 1-14=-111/288, 13-14=-262/409, 12-13=-441/1275, 11-12=-441/1275, 10-11 =-1 09/267, 9-1 0=-1 09/267 WEBS 7-11=-82/443, 3-13=-89/448, 4-15=-2119/1427, 6-15=-2119/1427, 2-13=-531/1185,2-14=-1472/1196, B-11=-544/1201,8-10=-1478/1207 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift at joint 14 and 467 lb uplift at joint 10. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard song - Job Truss Truss Type Qty Ply A0001747 67443 C08 Hip 1 1 Job Reference (optional) Al KooT I russes, t-on Tierce, ru 44`J46, aesignLanruss.com Run: 8.020 s Aug 31 20% Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:45 2017 Page 1 4x4 = 4x4 = 4 s 3x4 = 5x6 = 3x4 = 3x4 = 3x4 = 5x6 = 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 12-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.40 12-13 >626 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.09 12-13 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 1148/0-8-0 (min. 0-1-8) 9 = 1147/0-8-0 (min. 0-1-8) Max Horz 13 =-153(LC 8) Max Uplift 13 =-488(LC 12) 9 =-488(LC 13) Max Grav 13 = 1148(LC 1) 9 = 1147(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/24, 3-4=-996/962, 4-5=-881/976, 5-6=-996/962, 7-8=-413/24 BOTCHORD 1-13=0/390, 12-13=-649/905, 11-12=-368/815, 10-11=-649/905, 9-10=-649/905, 8-9=0/390 WEBS 3-12=-174/333, 6-11=-174/333, 3-13=-1 131/1323, 2-13=-231/457, 6-9=-1131/1323, 7-9=-231/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 Ib uplift at joint 13 and 488 lb uplift at joint 9. LOAD CASE(S) Standard Dead Load Defl. = 114 in PLATES GRIP MT20 244/190 Weight: 134 lb FT = 0% mctug-FltnnMnxT!lrrt.<.ne'HIO;`i1C:t:S�,'SFd�lF]Ir Rgf 6:15IX11uY(iIj1�4j WTYftIXFSR�allikrfi�a. renYtluipp;r!hnntnda4i n!'Jt rres!r!!iy!mceir�IrR';eal6e ltparT.iuk m;!'_resnafYcrtd+!ere. 6xifno:'lnrin!sltimGel[-0,ui( '. ILiektbaertlehssfdtkestir,St;t9;elttd2lteTmsgs;eEgm!mllt,SrtmE7[tL�tsaB!1rJnariGv"Itrrttuisma!:!pPrard®tpef:sin!lu5uavjmpoa:hdh6!ielenndGtm!im;L!t:idutet4pedt,ulnirFl.T h;ipnnnrix!,Iptlrttndfius,ui6flLt Anthony T. Tombo 111, P.E. nLrs!dRs hntlzeydi6tin ts6t mpK¢lerdhg.ra,taC•uitea4vtLq!dnG:la1l�ef!.Ren,ntx«rnddfie�&itt eflaUalb!Ifigtt�aLRil.Nr:.sdrfWrugcl oy fi!limd9ernss; kddigFseTat,Ail reb,srnsrrJRfd 480083 ' me uTr rkL�YR Goan. laf tstlMu0.1CGIFLL3 tnf mseldridntfdtY4lLas (r eelLfthW!!fin{IlsgpsfirLlr rR nL SiI Bt!tletr3L4 Tsadpdacl. TPFI6 @t nqm san nsde td2TnstOx e,ief!klrl Si ftledrnff4n hann,Wn 4451 St. Lucie Blvd. mnm!;r�Lnttnemrsanna.e.ryarmnmm!ilkrmDGabtn isr9rReH:ILigb4tu,elnnSttlxGrvndntlr7L�.g¢rede!iMamnL&nraRL � Fort Pierce, fL 34946 (opyright�7016RdYaaffiesses-AnhotyLTanhoIll,P.F.ttprododianofthisdotoment.inany form, isprohiditedwilhounhemittenpermission from Sd9cdfmsses-klhooyLT;mhoIII, P1. Job Truss Truss Type Qty 67443 C09 Roof Special 1 171yi A0001748 Job Reference o tional MOM ,,uaacs, run nn,s:e, rL oyago, uesignraaismss.com i Run: 8.020 s Aug 31 21116 Print: B.U20 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34A6 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-YwEoGObOlurSHMI F04P6LCL2sZVeOZxdJTVPKazHtld 2-4-0 9-8-0 12 4-0 14-1-0 15-10-0 18-7-8 23-2-0 25-6-0 24 6 7-4-0 ' 2-8-0 1-9-0 1-9-0 2-9 8 4 6 8- i 3x4 = 5x10 MT20HS,- 4x8 = 44 , 5 m 3 T 3 j o 6.00 12 ! 1 0 4 6 i Sx6 i'� I 2 i 1 ri 811 2 Jon o 13 ty� 12 11 10 3x4 3x6 II ( 4x4 = 3x4 = 4x8 = = dl , 2-M 2s4rO 9-8-0 14-1-0 , 15-10-0, 23-2-(' LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014fTP12007 LUMBER - TOP CHORD 2x4 SP No.2 'Except T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 i BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-0-8 oc bracing: 10-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 1148/0-8-0 (min. 0-1-8) i 9 = 1147/0-8-0 (min. 0-1-8) Max Harz 13 = 149(LC 9) Max Uplift 13 =-516(LC 12) 9 =-484(LC 13) Max Grav 13 = 1148(LC 1) 9 = 1147(LC 1) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/989, 3-4=-991/1068, 4-6=-948/1055, 6-7=-1175/1006 BOTCHORD 12-13=-248/352,11-12=-534/924, 10-11=-534/924, 9-1 0=-1 37/274, 8-9=-137/274 + WEBS 2-13=-1026/1333, 2-12=-5111732. 7-9=-1029/1344, 7-10=-510/725 NOTES- 1 1) Unbalanced roof live loads have been considered for this design. Dead Load Defl. = 1/8 in M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TG 0.62 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 BC 0.45 Vert(TL) -0.19 9-10 >999 1 240 MT20HS 187/143 WB 0.54 Horz(TL) 0.02 9 n/a n/a Matrix -MS Wind(LL) 0.04 10-12 >999 240 Weight: 136 lb FT = 0% 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift at joint 13 and 484 lb uplift at joint 9. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard e,ht-Ehn "Irre r. hlIEoatnExc3((V,11[ MISlwsamimtussEonow, ter;ty40,611NOBVEua 1,1ra,ipp, o4—amt&necis1-eW;,unrbq,Rta;ermsEmn1t Eutsru,u.sft ,sw,ldmae. Earn s yinr remn,mo.nlE FdT,isssararpldensdlkrsei1XI"toln44tirirnsUa,�EgBast:�5lever tssi rge:;sdnvili6; nlrtsnEsmearltnedn,fahm nlv�eau3mya:loftu tts ieugsdmewds im;eynann:Eeonll,nivinl. sxedp,;vwnes,lxsosrwwc,sm>sarry ., Anthony T. Tombo I11, P.E. = ne nedksimsMmjteit! skne cnlusis:gjdd On,r, lr goer.', aslhrim,el qex n n:[a0fry gr gn,n3e nmd dn, l6,de IC nssirL+tt�wA4gedr,aR11. la egmd dixiCgnE �e:nnr r!ne L,:x cdeE�F<dW s1ary,,wM:nnaeee kaasssd! kdz nrynsiiarttd net: ce� ntbrmw.sgmnsdrda�togrd�asrmns 80063 g E pl i d khidry0 penskhldraetin{nSflEdg/1tINnlSlQeeaenul p�d�la� PFl dmaneaslnwknniktind�tns,ge,En,sw..mEy,eaniEncsumna eynh 4451 St. Lude Blvd. rnconrir6slh a Ewlotesre9dgnh er!cuk flirt s hnhre 1M 1— W. is Igf nelelligp,i;xyrtLns sift Esp.. e. sty!rife}. 91cgLYeedts€ern n1dwi. t1s1. (opyright�tRl4MlRaolimsses-AmhonyCiaoLe;I1,P.E.Reu4inisoofthisdotumosd,ioonyform,isprobibiledwilhombewrittenpermissionfromA-I Roof Tresses-AuthanyLTomb ill;P.E Fort Pierce, FL3494o Job Truss Truss Type Qty Ply 67443 C10 Roof Special 1 1 A0001749 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:46 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-YwEoGObOlurSHM I F04P6LCL2gZRhOYgdJTVPKazHtld 2 4-0 7-8-0 104-0 14-1-0 18-10-11 23-2-0 25-6-0 2-4-0 ' 5 4-0 2-8-0� 3-9-0 4-9-11 4-3-5 2-4-0 4x4 = Dead Load DeB. = 3116 in 3x4 = 3x6 II 4x8 = 5x8 = 5x6 = 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.14 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.36 9-10 >704 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 10-11 >999 240 Weight: 136 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1148/0-8-0 (min.0-1-8) 9 = 1147/0-8-0 (min.0-1-8) Max Horz 12 = -149(LC 8) Max Uplift 12 = -516(LC 12) 9 = -485(LC 13) Max Grav 12 = 1148(LC 1) 9 = 1147(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1140/970, 3-4=-970/984, 4-5=-988/1001, 5-6=-1007/982, 7-8=-406/41 BOT CHORD 10-11=-771/1131, 9-10=-642/899, 8-9=0/381 WEBS 2-12=-1045/1248,2-11=-796/943, 3-11 =-71/251, 4-11=-348/352, 4-10=-448/538, 5-10=-468/567, 6-1 0=-1 45/296, 6-9=-1135/1302, 7-9=-245/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift at joint 12 and 485 lb uplift at joint 9. LOAD CASE(S) Standard tvnut-Ne+u@vs.�n.[atie•bl rUi URi45��lEi y'f[E3il Iil4S6(0lfi,nfitsrasi0Y�F4TcT7i(CM:r.[[wYE61'lun tr@t Ailppn;Mnn[ndnhsutisircnk:�ronryPLR;eil@e ee@erl.tulr m,rtrek aS'en:rdae.e. Gtr„r�'nain,a4tw@e iEo,nit, fLlsknssdrrl,tess�ienelinteIIt'nlr r@its+imsDnce hr�s{is,'.im,[7rirn.•::`,;@eselnasii6 gnsa,smsrglastdi4rrr,.k;siear;esruexigrrrxitLi.M@:seaA�snrklm;setdalnrelfiDn¢,nioR4r.ist<si�es,m�e5tainind5ns,u�fEe( Anthony T. Tombo Ill, P.E. M+reih;i,nsWer4iflrr i,@+mrn,rdj,l6rdnn,Eetlneis+�sraefneRuKrklsq Orrpe,h@e uWletl sl@r Rr.@e lx elss6rs(5rtfq,il, n/ifld fteenanid@r lfibeel etfieRnrr!@rL ss; tdrfnrk<nTo;y:gtbs@fx�eilhnns s5 +i'te 9s n4n,iM7ityd ff 80083 @, r*llqu agxae6:@ran.lOM.ess@rd'n�l0b ul@e psaimnl rraderseitizl+dEar 4cp,anlStenldpzetes(IISPlre1W1e1hirsniSiU tn:eleene/Sriar@ptlsxe.lM iffas@rmrnsuSus e![tBrsdtbLnsL-,gat,Lns k:ipFh:+eaalimss Ya,@dne,,odess 4451 St. Lucie Blvd. ,@aviv ir�dlra:rmaagedpn8vwirii}aan@nhsA lq Gest@eaa 679ea is E]i@r N911q aesipn,nLnsSr:hz hftrsaAm,Nlltr}dllatadtel nxs,nmldi+,lxlfl. Fort Pierce, FL 34946 (e ,htD iQl64d RaolTmsses-Adbac i.Tembo Ill, P.E. Re raduniun anhis dommem, in an form, is rahlNed waboutthe mined nmissiaa from A-1 Padhusses-Aatom Lkmbo tl_P.E. PP 9 Y P Y P P Y t Job Truss Truss Type Qty ply 67443 C11 Roof Special 1 1 A0001750 Job Reference (optional) ��• • •�,� �,• , _ „y„� a ,!, uaas u n Run; o.ucu s Hug o i 26 i6 Print. es.uzu s Aug Jl zulb Mr ( ex industries, Inc. Wed May 10 15:34A7 2017 Page 1 I D: mG Lh pp2eZfOS'(wuCojaHl4znX3D-06oATkc03Cz1vVtRanwLuQuBOznt7?8nY6FysOzHtic 2 4-0 5 8-0 8 4-0 14-1-0 18-10-11 23-2-0 25-6-0 2 4-0 3-0-0 2;8-0 5 9-0 4-9-11 4-3-5 2 4-0 ' 4x4 = , Dead Load Defl. = 3116 in i 6.00 12 4x6 11 3 4x6 = 5 64x4 O 1.5x4 11 2 2 1 W3 1.5x4 II 7 ,? w � t 8 ,n Io 0 1 I 12 3x4 = 5x6 = i i 11 3x4 = 10 5x8 = 9' 5x6 = 3x4 = I 2-0-0 2,4r0 8-4-0 1" 14-1-0 23-2-0 23-6 025-6-0 2-0-0 0-4-0 6-0-0 f 5-9-0 9-1-0 0-4-0 2.0 0 Plate Offsets (X,Y)—[5:0-2-0,0-2-41,[6:0-1-12,0-2-01[9:0-3-0 0-3-0j [10:0-3-12 0-3-0) [12:0-3-00-3-01 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 0.77 Vert(LL) -0.14 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 ! BC 0.70 Vert(TL) -0.36 9-10 >692 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014frPI2007 I Matrix -MS Wind(LL) 0.07 10-11 >999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in i accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 12 = 1149/0-8-0 (min. 0-1-8) 9 = 1146/0-8-0 (min. 0-1-8) Max Horz 12 = -149(LC 8) Max Uplift 12 = -517(LC 12) 9 = -484(LC 13) Max Grav 12 = 1149(LC 1) 9 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/137, 3-4=-1315/1249, 4-5=-1024/966, 5-6=-1007/987, 7-8=-406/42 BOT CHORD 1-12=-78/363, 11-12=-515/815, 10-11 =-981/1339, 9-1 0=-635/892, 8-9=0/380 WEBS 2-12=-257/461, 3-12=-1 182/1162, 3-11=-665/761, 4-11=-480/565, 4-10=-586/639, 5-10=-359/504, 6-1 0=-1 37/273, 6-9=-1127/1292, 7-9=-250/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 12 and 484 lb uplift at joint 9. LOAD CASE(S) Standard e!,�I.n,n!o,!,.-,�irt,�.r�•ono,(nn�s�u(ralsul(unlcue:n�snnroxt-Icr•.rlxumnllusu:lrnranrara;m�-an,�,,,(»a,�u!m„o!!it,n!r.m3�;o-sa,w�F.(yam:l�.lay,sonla4•!.:!.w!�.�«.�,!,aiame,reo.wt :, Nnsk¢a!te, slurs skOkudir, lti0.uke!dt1,eL.s O!ug hsesusi.e,Si,mly &p,e rl!sslnvgi[+lrare,msm.repxieeedd,sak:d!oil.pas!�,epeWu.t; da trsi�dLkst!}M!rcss ly l,!ttl/p!dt,vta lnL lkkdpns:mse!sr,aafudiucur !It Anthony T. Tombo III, P.E. webed"!sN!..&Igds,0—,rac.Ktna!rizlq!dun!dhlK1121W61nis,:ws.&.dmd.nun;"ety ecs.(1!a.ura,t„Grtd"!Its,een!rn.�ivata =60683 ' n,burn!dp.!(x5sl..N..sa,nu�iC."./axp,Csedpd!arahhdlg6gnslSdhliu:ehmltSQpl6fttltlnnlSlGande!refWldle,.VFlidmR!n,Ins3anWktindhLr..ue,Tmn�mgcenwlnssv�d!�n,utm 4g5lSt.Lueie8lvd. s11e.Mui,tss¢I;.hmryedryntre. V.1yam,imhA 1H rn;011s DI!, Is1916,salyd(O.is.y.➢,:iSIMUlf!. d.r MWq. dieryade,l!+.:mRadu,saml. (apyright J lRlb A -I Raaf irosss-Anl6onyL Tanho lO, P.E. Repsoduoiar althis doom/min any (OTM, is probibited whhouehe winen permission from Ad Raaffnssas- Anthony L Iamb 111, p.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 67443 C12 Roof Special Girder 1 1 A0001751 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:47 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-O6oATkcO3CzJvVtRanwLuOuE2zkB7OAnY6FysOzHtic 2-0-0 3-8-0 6-0-0 10-2-8 14.1-0 1 19-0-11 i 23-5-0 2s -0-0 1-4s 0 1 3'� 3-10-8 4- N, 4-4-9 4x4 = Dead Load DeB. = 1/4 in 3x4 = 3x6 II 3x4 = 3x8 = 5x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.18 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(fL) -0.46 9-10 >553 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.07 10-11 >999 240 Weight: 128 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 508/0-8-0 (min. 0-1-8) 9 = 879/0-7-4 (min. 0-1-8) Max Horz 13 = 206(LC 7) Max Uplift 13 = -968(LC 8) 9 = -410(LC 9) Max Grav 13 = 1145(LC 41) 9 = 879(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-147/290, 2-3=-682/640, 3-4=-1336/906, 4-5=-1598/1136, 5-6=-945/523, 6-7=-959/526 BOT CHORD 12-13=-331/263, 11-12=-596/665, 10-11=-609/1122, 9-10=-447/907 WEBS 2-13=-1 1001967, 2-12=-828/994, 3-12=-694/267, 3-11=-524/1355, 4-11=-840/668, 5-11=-510/521, 5-10=-442/462, 6-10=-292/514, 7-10=-213/301, 7-9=-1008/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 968 lb uplift at joint 13 and 410 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 Ib down and 439 lb up at 3-8-0 on top chord, and 351 Ib down and 838 lb up at 3-8-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-8=-70, 9-14=-20 Concentrated Loads (lb) Vert: 3=225(B) 12=484(8) w��-awe¢t�!!¢a,m•iuo:tncsssrY•!N?.ufl3ll ltllf6[WOIOcIitOf!OYj i417;11ii9at[LWLLiYTh:nlrtlsktippt.!tettNntiuSsufa:f¢nCeripOrtimtPl�C;mlReltRarLltzkC rL6!f:st�S'r¢!la�:K. wn,el�.�n�;iw�trra¢!! Wham&!!!dls siAktst6t5lnit edd.lstlrnsU,xe,hi(il,ltemlrhnos:H::ei tea7T6;rgrz;¢u®srgffiedhtpd:sisoal sgh¢rr,3res7aul�h; Sx iesipd0e sutleTm:igmx¢r,:tro¢q,ttie mt. tgta�tcasr¢s, nee¢i mtneEc,we��:.ry Anthony T. Tombo Ill, P.E. ¢t nitl As Ttnslw¢ittPttlls Ce mrm'u9BId6�ntr,tiCrnt, wdsruttgee¢N:Int@q 0:;., ,nSe¢tleA:fh, Oi,Rt IG ¢ilneba!a�0fqu7a¢/Rll.the{pnd o'Ue td6¢ieryriVr:t Afle rn:,; rtdctaTktseley il:q:,usLnetinui Fnue slf!ie rxrttl¢stiOA(d 380083 ' atMtCw�tirSnl<IoI:aSIglxr1e:tW49�RItgawIN.mg¢nb,lmlf5MielJ�6rMS W.htilb aon ,htiTl.r.ut s�,r6goN�l:mngsodsra;s.ImsslprtttI.I..it.!aywl o�i11 1.10d4 ir:�1-1-am�uavn.dTnstrsn. 4451 St. Lucie Blvd. Fort Pierce, EL 34946 (opyiig61�2016kl raafTmsrs-AcffionyT. Tsnho Ol,P.E, ieprodurflu olthis document, in enyfotm, is psobibitad withowhe mitten permission from A•1 lodfiasses- Aethonyf. Tombs ill, P.F. Job Truss Truss Type Qty Ply 67443 C13 Common 1 1 A0001752 Job Reference (optional) Run: 6.62u s Aug 3l zul6 enni: &UZU S Aug 31 zu Ri MI I ex industries, Inc. Wed May 10 15:34:48 2017 Pagel ID:mGLhpp2eZfOSiwuCojaHl4znX3D-UIMYh4degW5AWfSd7VSaQdRPgN3asU wmm_WOTzHtlb 4 4-6 944 144-9 18-9 4 4 4-8 4-11-12 4x4 = 3 ]a 5x6 = 5x8 = Sx6 = 18-9-4 �4 Dead Load Deff. = 1/4 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.38 7-8 >590 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 ( Matrix -MS Wind(LL) 0.04 7 >999 240 Weight: 102lb FT=0% LUMBER- ! TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc J purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 832/0-7-4 (min. 0-1-8) 6 = 832/Mechanical Max Horz 8 =-185(LC 10) Max Uplift 8 =-344(LC 12) 6 =-345(LC 13) Max Grav 8 = 832(LC 1) 6 = 832(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-881/904, 34=-885/905 BOT CHORD 7-8=-811/846, 6-7=-814/856 WEBS 2-7=-212/438, 3-7=-356/443, 4-7=-212/440, 2-8=-940/991, 4-6=-943/976 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumbe DOL=1.60 plate grip DOL=1.60 A Tean!•Wm¢^.¢mc,^'.rymke de'GIF)altbSi5iSElsillfarUl rtle5l lhYuflufi( 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 8 and 345 lb uplift at joint 6. LOAD CASE(S) Standard ......,¢,..................,.....,.....:.,:.....,.¢,..s.:..r.,,r�,:,,:.s,..n�..,,...»¢�N,..,.a,,.,�olw..a�,re:..:,.u:eq,.aal,rp:..., wQ¢-�Rs•�m�:nne¢gmsasn i.omr,r¢nnN.:¢asgtosr=poas:prss(¢nr..¢s, sxmi i! Anthony T, Tontbo III, P.E. raesss'ru¢fnssMmLXCa3uffirrl¢ii[t;dW..,nee.:¢rs¢Ica¢(maa¢tr: lu ,r¢rx¢¢�,n:: �r, eA��, n:dlri:¢r,adnri. r�¢yre>4raeel;aa;¢rsdf.;¢dx¢i, ¢,:¢e ag .sa¢lab<.r mw�n,. >a¢cser , ef� ; 80883 ' 4ela`tu(h:gr_g7!¢nea. Alea;¢Ast¢tlel:a¢i(urrhis¢StahPnn;tdeht4q(¢c3¢7�Sde:}�'usLiuR6$(eSlfsMtplNsa uis nre,eFn¢c+drelr_-dti!¢.•e. f4iha¢safnq¢¢:i}trts¢mt%�,stE,Lss!4si,agrnnPz�¢r¢}v¢(=nn ¢sh�er.tdess ¢#nai;r#ra¢ee(¢crJgeNgtt 4R9b!!. rRier'esir¢knl l¢l:,ss 0¢snr 1erR¢sb&5' ii t!aigestg,m i.Y¢s siurar¢sF¢¢¢ d¢e Ki4ier, !s¢ra a,faic:mr, teaed alfN. 4451 St. Lucie Blvd, Cu , bi(t'i016A-rLaoilmsses-Aofhae l.lombolll,P.E b mid-fioadihisdammaut,inCOYFMJS mhibited.ilhoalthenrieen er6ssOOVmAA1ATresses-Mbu I.fomSoOI,P.E Fort Pierce, FL 34940 P>T 9 Y P, Y- P P Y Job Truss Truss Type Qty Ply AO0O1753 67443 C14 Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:48 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-UIMYh4degW5AWfSd7VSaQdRKa NSWsRpwmm_WOTzHtlb 2 4-0 6-7-5 11-5-0 17-11-8 20-7-8 23-2-0 -0 2-4-0 4-3-5 4-9-11 6-" 2 8-0 2 6-8 244 0 4x4 = Dead Load Deb. = 3116 in 3x4 = 3x6 = 3x8 = 3x4 = 1.5x4 11 3x8 = 3x6 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.33 13-14 >766 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.0711-13 >999 240 Weight: 134lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 14 = 1117/0-8-0 (min.0-1-8) 9 = 938/0-8-0 (min. 0-1-8) Max Horz 14 = -149(LC 6) Max Uplift 14 = -536(LC 8) 9 = -945(LC 9) Max Grav 14 = 1117(LC 1) 9 = 1160(LC 40) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-962/562, 4-5=-988/521, 5-6=-869/797, 6-7=-989/840, 7-8=-142/283 BOT CHORD 13-14=-468/906, 12-13=-833/1353, 11-12=-833/1353, 10-11=-828/1357 WEBS 2-14=-248/264, 4-13=-212/450, 5-13=-680/704, 5-1 0=-1 049/492, 6-10=-297/366, 7-10=-784/1075, 7-9=-1050/869, 3-13=-154/258, 3-14=-1084/585 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 14 and 945 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 397 lb down and 542 lb up at 20-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-8=-70, 15-18=-20 Concentrated Loads (lb) Vert: 21=240(F) teaaug-amssmn,sgnk.o,•tara�:rna!sss;s<us ar�utteusaeuainsstuslnuFwr.:r?euserue:uErr!e.�nr«ntrrsTp,:wsn�rrxtmsnts!¢uk,�tsms.��ta;msmr,amJt.rs�c:rLtek �,s;�nts!¢r.¢. an,,,.s¢.urrartnnrtro..rir WTskauem, deks sSAkrsrt6rSeia;deea l/srTresUas:. ht ¢@.e, StemfT[r IlaaMnaepl6; rgrtaeh®ass�xsdtfa ryriximle,y¢xrigrnpx:a0irfx7r lrgvdt6es¢}kim;rerykrarslggedr,uen lfH. l4erssga uss¢rses,l¢r¢tu,lEr„sn�rw'rry Anthony T. Tornbo III, P.E. ar nedh:Tm,hrurGittr;h&e nyu,i2lrydd OnG Ee C.xi,emxru,lr�e�Cnfa:lalfeq Dnze,ia4.e ¢aeddfisllL@r n/hFral S+:lterol,nr!A!. rlr ep:rddriemOnr arfieti.0 AGrrms. irdKnrFndat.U:rye,usf,nmaalhasy ildi 14-1e<iidira ?80083 aerar«gg: z �rbe�m. m rrsm„ta «roarrr�rr�rrdn:i ¢�r! vrsurtrrit�<q arara�;tsrtr: n,tn�t wa�w«u:rrw rataR�ur!:a,¢,ra&,ntiar,air„:.ohs,i¢ss�:nrear,r!nssha«e,atsss 4451 St. Lucie Blvd. rtlavtss hEatha!rnmgePgnh nru Ijil tr¢n bnh,t l� rrns PeCh Ggs +� i'+see {ritlut melsx,;nLn.4nm Grm« n!m, r,:tay. m¢tad¢,dw:, m rs a€ut zm!. (opyrigb?02616A-IAoafTYasses-Anthony LTcuSc IB,P.L RepimiDnior, ofthis document. in any form, is prohibited wuhomithe minen permission from Ml RmalTrassas- Aathaoy L Tanho llt P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qly Ply 67443 C15 Roof Special 1 1 A0001754 Job Reference o tional - e M• _. •••�„•w• 0.s U , „ y o , <U,o rr„n: 0.626 s Aug st zuio mi i ex inousmes, Inc. wed may 10 15:34:49 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-yVwwuPdGapD18p1 ghCzpzrzZsnSnavX37Qk3xvzHtla 2 4-0 6-7-5 11-5-0 15-11-8 18-7-8 23-2-0 25 6-0 2 4-0 4-3-5 4-9-11 4 6-8 2-8-0 4-6 8 241 1 - 44 = Dead Load Dell. = 3/16 in 1 YI Co 3x4 = 5x6 i 3x8 = 3x4 = 3x8 = 3x6 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.51 Vert(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.67 Vert(TL) -0.32 12-13 >769 240 BCLL 0.0 ' Rep Stress Incr YES ; WB 0.62 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.06 10-12 >999 240 Weight: 134 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 1 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-11 cc I purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. i REACTIONS. (lb/size) 13 = 114610-8-0 (min.0-1-8) 9 = 1149/0-8-0 (min. 0-1-8) Max Horz 13 = -149(LC 8) Max Uplift 13 = -485(LC 12) 9 = -516(LC 13) Max Grav 13 = 1146(LC 1) 9 = 1149(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/48, 34=-1009/984, 4-5=-994/981, 5-6=-945/930, 6-7=-1108/928, 7-8=-295/131 BOT CHORD 1-13=-3/377, 12-13=-639/897, I 11-12=859/1198, 10-11=-859/1198, 9-10=-60/269, 8-9=-60/269 WEBS 2-13=-248/476, 3-13=-1139/1294, i 3-12=-138/289, 4-12=-425/541, i 5-12=482/581, 5-10=-462/492, 6-10=-117/267, 7-1 0=-862/1 010, 7-9=-1066/1215 j NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 13 and 516 lb uplift at joint 9. LOAD CASE(S) Standard 9„a;-aeuenrty Irrerin ee7i rg:r TMI[S(4Ln RI9ll rJftPF=ftreL:edu4lueec lrtrtEefi;:Crtim;(I[ dtltlt5aylTula ©; I:.IPt;:a'tS :tdae rtt r'uss ottMte Psle/mGe fPO,ulr ILTetma,@,rtaa skOkneitr,lti[�'ulr raL tseh:rs as:eA:sW wr;rg;rgmuu nwpx,0 r;,rrasssusa ss mo3scrac.tdhmrdr 1s90 a memp rmrrybAnWDOulptio mt. r�uuPnnar:ses, g:s.e; udwus,wmarnr. Anthony T. Tombo III, P.E. ae 2 a r� a sd era sp is M q„:3 eraagnqu D„em,iq a., :rar q D :Pe,oee uma as:user ixar rirt zrsu q rhr rmt. nr mTri rs:taeQrnA:a u r, a,r,,� xe a ya r 3 smq:.eac<m.AtFe ss s, �,sq : rWeta f kbr g: nat[rtraw.lQe saNu&tRnile p=80083 rw a Pr Se nrPa n,aoesn,tgossaemsagtaa¢eno,;nsgtalsrt;rr,us wrrae,�xt �xaPwze uct a,ae egwuvmsu[earral rns:n Ps,rms� p8ne ni[nssn41-:W s 4451 St. Lucie Blvd. erinm: ibarke [wamrgetga a ntn ly Fl;aqn une!A to GrsDww 43iw, is AuItl,6,gtgDesiyxr,uLn:dreea rr;iue a'm krattr} Na;edealbra; m n d�,e14R41. (eppight-VlgldAd9oofTmsss-AcrhouyT;laraho!II,P.E.Repc?uaionelthisdorumem,ivaayform,isp,ob3itedw8houtrhewrfieupermissionhomA-Iiaolhossu-AnhaeyLTom', 111,P.E, Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply A0001755 67443 C16 Roof Special 1 1 Job Reference o tional Al hoot I russes, t-on Fierce, t-L 34`J46, aesignLattruss.com stun: 6.uzu s AUg 3l ZU16 FnnC 6.UZU S Aug S7 ZU16 MI IeK Inausmes, Inc. vvea May iu 10:34:4UZU3 r 4x4 = Dead Load Dell. = 3/16 in 4 3x4 = 5x6 = 3x8 = 3x4 = 4x8 = 3x6 II 3x4 = 19 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 0.88 Vert(LL) 0.14 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.36 12-13 >695 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.06 10-12 >999 240 Weight: 139 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 1149/0-8-0 (min. 0-1-8) - 9 = 1146/0-8-0 (min. 0-1-8) Max Horz 13 = -149(LC 8) Max Uplift 13 = -485(LC 12) 9 = -515(LC 13) Max Grav 13 = 1149(LC 1) 9 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/38, 3-4=-1009/985, 4-5=-971/1015, 5-6=-970/1022, 6-7=-1154/987 BOT CHORD 1-13=0/380, 12-13=-644/901, 11-12=-639/1028, 10-11=-639/1028 WEBS 2-13=-243/472,3-13=-1135/1304, 3-12=-148/299, 4-12=-515/592, 5-12=418/493, 7-10=-639/813, 7-9=-1029/1302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 13 and 515 lb uplift at joint 9. LOAD CASE(S) Standard 9nup-nxtYmyllpnuea fie'llt�s; 11CSS6;k"1�6[[3lllyYf6(�UiIIC4tAi0Y^IUF,Y)21¢rSbitC'"em:kr le:a rrtdrlGip rm�„nErs.drzal trust rnuhriprOneur�(�;odflrlcR®7Lratr©,tf.t�+r:n�r Skrleive ru. Cel¢rW»ur sxlelmRe RD.ul! 1lTrlcsntmrp4htslmknetEx �e iCCulerdL tssin:s Oesg6 n(�z,'.parq hpi>zxxfi:rsln>oplD; nrrt:utrmwyf>geAGr lra#:w+ilu ::eyr::rmutu`ir6!3e iruyd6e sepl!rm:lysmnrnnJu¢,xlniRr. IiPi<:yr r;:r¢ptix,,lntap:ed�usu uus.!ar Anthony T. Tombo lII, P.E. ntn:dlkrimsfr.¢ytn�ir3r ny,nisintdl4:�nn, Ea Endr exlrmd yrdn rt:r lfeyoa:�n,n7:eugen rfnelM@r Pd nllM lrelSrilirlydsnlifll. Rs en:ml dfir RO ut�kNmdtlri:ns, RdrF¢pkxeltry slxge,u9r'r5nulFnns r3dle Exuyn;islinld ff80083 ' urn.=.rre:: ne6aw.wtr>hraaatoeol�pr rrlrxrsmm�r<n€rta ds+gtaroraoptspPlrknrmmssunr ¢n.rex apit., lo::oeu;.tsintsersg,fyotruiless e:n:ia—dm: 4451it. Lucie Blvd. rGmisa te`allr r (wLmrpNytth n Ipil r¢En ror6:t, lurn.t Decn 6ruw Is E"IRrt lisglex}m,nLacSlde¢ 6lWg dnp 1111i>y. 30npzd¢:!?era; rnn 08rrlh;Rl. Copyright 07016Adled[nicm tszs-dalhoryLbnill,P.f. Rrmdnninaalibis doame¢t,inany farm, itprohibited >oithaut,he vrinenpzrmissio¢GesAdleafhostzs-AnhooyLlnmS¢III, P.E. Fort Pierce, FL 34446 Job Truss Truss Type Qty Ply A0001756 67443 C17 Hip 1 1 �J.bR.rernre (optional) Al Roof Trusses, Fort Pierre, FL 34946, design@albuss.com- i Run: 8.020 s ,Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:50 2017 Page 1 ID:mGLhpp2eZfOS'nvuCo)aHl4znX3D-QhU 151evL7LtmzbOFvU2W2WgzApKJQgDE4TdTLzHIIZ 2-0-0 10-10-8 14-7-8 23-2-0 25-6-0 2.41 8-6-8� 3-9-0 8-6-8 48 = 4x6 x Dead Load Dell. = 3/16 in 3 e 3x4 = 3x6 11 j 4x4 = 3x4 = 3x6 11 3x4 = 1 4x8 = 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 0.81 Vert(LL) -0.12 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.33 7-8 >761 240 - BCLL 0.0 Rep Stress Iner YES WB 0.37 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.03 8 >999 240 Weight: 134 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-11 oci puriins. BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. i REACTIONS. (lb/size) 11 = 1148/0-8-0 (min. 0-1-8) 7 = 1147/0-8-0 (min. 0-1-8) ; Max Horz 11 = 143(LC 9) Max Uplift i 11 = -478(LC 12) 7 =-478(LC 13) Max Grav 11 = 1148(LC 1) 7 = 1147(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i TOP CHORD 1-2=-343/149, 2-3=1132/955, 3-4=-931/1030, 4-5=-11331956, 5-6=-350/160 BOT CHORD 1 -11 =-215/39 1, 10-11 =-338/485, 9-10=-465/879, 8-9=-465/879, 7-8=-219/393, 6-7=-219/393 WEBS 2-11=-1020/1404, 2-10=-255/528, i 5-8=-256/526, 5-7=-1017/1404 NOTES- 1) Unbalanced roof live loads have been considered for this design. I 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 11 and 478 lb uplift at joint 7. LOAD CASE(S) Standard v�g-mm�em,array.ee•{trorncsss!ul!u'y�eaut:�t�fs(amnasrostout^rm7'}ic[u:at[suurl=rnt�r(ui�pc�xrm,wredst�,ne�srnnrnirsOssxuTlR.'jaleslAos,rLis!msnflnEtdasas rsisnetmusrste{wesRO,esl! ILLF<s�ms ph, ssAhsse{i�etiGlukt rdi tsrlms0a?bro!ejis,SieosEs(ssfiesrk ee sslnmriU3sgmuNmsrst¢+ndtlerssk:Jwiluspru7rnp a:eitryh;3e{rs�drm�ruas{ga.ln�tanul{,n(oTnt ix{nq,nuaRn>.uer tmrouc umtaag Anthony T. Tombo I11, P.E. ' nl nedhsTmsMorI"*r,etmim¢Ir)dhOno,e-anetr oAsmelmsnrSek7tug osgee,ixJx urteds(As RGerIS(¢Iliedxl5Rl6arsdn{rfid. ltr en;sssl/fielCO ntrs(fi:NnedtlsL.n;hdsFis3fnels{,shsrye,6sis°nhantheursit:hatrtsrm�afd d80083 o-e�u�es )usi63s1n-Ias a sestluGl6 nleer as n/�i:6sdri raiarOapea S+d l�sedean6gtel6:h{IrIFlnISGAcsrdasr.lh pardrdtze.4r1[.fius8sregn r SnMha sdes6ns0.£pe,Tnuo- pt,l eeoitns,umn�an,nfis : 4451 St. Lucie Blvd. stlnvn-idaAha(xatatgssdryntlntrehlitcaerfinhlLlhlnn DsCabg�as, isrofesh31gg0esipE,,ahau5tshaEsdesn a!eghafor.IDathleslter-;mts d�rdrsilFl. Fort Pierce, FL 34946 (opyrigbI02014AdRcolTmsses."anyl.Torah III, P.E. Rtprodortianc1thisdomme-t.inany form, isprobibitelrhhoat(5esninteptsmissiaaFrom A-116ntTnss-s-Adbooyf.Tcm4nlll;P.P. Job Truss Truss Type Qty Ply 67443 C18 Hip 1 1 A0001757 Job Reference (optional) Al Root I russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:50 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-QhU I51evL7LtmzbOFvU2W2 WjFAp4JO6DE4TdTLzHtIZ 211-0.0 14-6-0 23-2-0 25-6-0 2 4-0 8-8-0 3 6-0 B-8-0 2-4-0 4x8 = 4x6 US 11 3x4 = 4x8 = 3x6 11 3x4 = 3x4 = 4x4 = 2-M Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.60 Vert(LL) -0.13 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.34 7-8 >734 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.03 10-11 >999 240 Weight: 135 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* Wl: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing-. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 114810-8-0 (min.0-1-8) 7 = 1147/0-8-0 (min. 0-1-8) Max Harz 11 = 144(LC 9) Max Uplift 11 = -480(LC 12) 7 = -480(LC 13) Max Grav 11 = 1148(LC 1) 7 = 1147(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-357/155, 2-3=-1129/952, 3-4=-928/1029, 4-5=-1129/952, 5-6=-363/167 BOT CHORD 1-11=-233/405, 10-11=348/498, 9-10=-457/874, 8-9=-457/874, 7-8=-232/407, 6-7=-232/407 WEBS 2-11=-I015/1407,2-10=-229/507, 5-8=-230/505, 5-7=-1013/1408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for aplus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 11 and 480 lb uplift at joint 7. LOAD CASE(S) Standard Bent'-nxstluaTklrrvn6e9 t 1ggr it[SS3;1SFi')Ran Tn1S & DDIRAS (7S1@Y "rCf3')H¢F:'b;r@6Ynihra recJr euip�4ntM memlr n['t nnrEedp4ng11Lk";edM ldlajLGs2e IP: rl.ira�na 5k+.lEnrs. GkcsQrnise t!Ad n @e R@,edr wTrt¢ararddessk@kndklriC@trkedilseTms@sg6rae{i.45r4dT[rrireRn::sinvli@;ryrtsalsnn;illnnddsrr,b;ilwdvrnzrbgr�p:it�trtn@tlrsgrd0ew¢erns;lepekdEtrel@@uft,atnlFFLre44pn:.artm,bd¢iml:ins,rm7:Sfee.:. Anthony T.Tombo11I,P.E. ' niaedhr?nsrFor�tdisrisGmrmu:/C1d60ne.6e@ndre4rtbetgeende6n71u1@ogee,eaeudmdbrncerlxnuib�lsv�<a,nema. rbrn:nddurm@negr�a,udar.n.be�ytu,r�.q:.bmer&..,dtrn,ssT�umnsrns�nmrd : a 80083 n�uar�cu alTecw.uanssdmbxIDentarreecedRimndletatnrrnnasterymcenaprsglt@bnrrnnesm�.rdc<rd�y�pdsernll exnnn rnasandarrrsums,Tm,c:. enenmsaad�na, 4451St. Lucie Blvd. eMrnsh5alMerwaederredgnhrd�htlra&mlenh:llhfrre@rdp [ejsnis kil8e la7ihj@esl}Av,earn; StAe:e[rrbix deq!&tl�g.:@ar&deelMx;mes adndkrrLl. � tepyrigh 0 2016 Ad loof Tnus-ActhooyL Tzm5a lff, P.E. by edurfin althis doweo4in any form, is prohibited whhootthe wtieen pumissionfrom Ad loof fmises-Artdmnyr. tambo ill, P.F. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0001758 67443 C19 Hip 1 1 Job Reference (optional) Al KooT I russes, I -on merce, rL 34,44b, eesign(dairruss.com i 2-4-0 9-0-0 2-4-0 6-8-0 4x8 = 3 Kun: 6.000 S Aug 11 zu Ib t-nnr: muzu s Aug Jl LU 10 MI I eK Inc. Wed May 10 15:34:51 2017 Page 1 N7ACpd?H2G3gsaBB2gOMTkDA?ozHtlY 25-6-0 2A% Dead Load DeB. = 1/8 in 0 0 6 Iv 0 3x4 — 3x6 II , 4x4 = 3x4 = 4x8 = 3x6 II 3x4 = 2-0-0 2A,O 9-0-0 16 6-0 23-2-0 23 6 0 25-6-0 , LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 LUMBER- i TOP CHORD 2x4 SP No.2 `Except T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-11-13 oc bracing: 8-10. WEBS 1 Row at midpt 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1148/0-8-0 (min.0-1-8) 7 = 1147/0-8-0 (min. 0-1-8) Max Horz 11 =-118(LC 10) Max Uplift ' 11 =-455(LC 12) 7 =-455(LC 13) Max Grav 11 = 1148(LC 1) 7 = 1147(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1174/972, 3-4=-963/1009, 4-5=-1177/976 BOT CHORD 10-11=-179/271, 9-10=-542/951, 8-9=-542/951 WEBS 2-11 =-1 039/1278, 2-10=-623/854, 5-8=-627/852, 5-7=-1035/1279 CSI. DEFL. in (loc) I/deft L/d TIC 0.86 Vert(LL) -0.04 8-10 >999 360 BC 0.48 Vert(TL) -0.14 8-10 >999 240 WB 0.55 Horz(TL) 0.02 7 n/a n/a Matrix -MS Wind(LL) 0.05 8-10 >999 240 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 11 and 455 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 128 lb FT = 0% 9nnf-fln+Wnel!¢rzmaAe'LI rgC; itbSES(S{i![i'}elr3f{{.itlf6G1a0I11Cet(OilOYj rC1r'}2{rFaritfOeu{r{'hm. IcAtte.,ip pns!te[[nl[nl w4,nffi!rnnh!ipOrt.'srlf�dM1e t[6ur{.ItztaC,rf.rh[m A�teln rv. Eeltc: elmise r.Aelwrte lf9,ee{{ WLY!osaMrrld,sshdkgrefxQ<iggpk Nl l,atmsa:vp6raenSie, arnEr4( .rj de!xlnmj lDg rgrt!m,ateapnd!i+{nk:un!InSasroq!ntwvkthhrdtl!sg!dfleWfa im,lef�da(alDgnir,niniflLiE'itA{t esuafMe6laie(urieieru stinita{ Anthony T. Tornbo III, P.E. nlrseelR,im,trvrhdhei, aemp[sc:lryd6!Cnr.,GO[red!aksr6d apCu ne kiU�One,�fte utld[llitlf:,dtfS(ni{i la lSrtfvpt�vllr6L Re eRm[IdGelCUnt o{f Y[sed9[im,, cdttyfa[eTrl, e!rep,rcn,:xtire[i Marse,ShcM@t,n{ns¢7a(d =80083 tleGnigo!sipxatl,�san.Vien sleARRIQ0,d:L(nCRneel pSeLfee{i.I['LStr(tq¢FRWd,IAn&eb[1LSQplhh1IIIN ni SAA —1—alb, pitiit 4451 St. Lucie Blvd. tnMm,ltn eytramm[��annrz req h, d{p.ae, imh!t IH I"Is!1C blo", Is IN th u uapue!ip!,n1na Sims {[{aea 9ByWIw, m[pedc:tin.; m rat [I smL Fort Pierce, FL 3494b (eppight 20t66-I Raafimtses-"oer L hunba III, P.L Re,piedanian afthis darumem,in any form, is prohihied whbounbe mitten penisuanfron A -I RaofLasses-"ooyf. Turbo III, P.F. 4 Job Truss Truss Type Qty Ply A0001759 67443 C20 Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:52 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-N3b3W Rg9tkbb?HI PMKW WbTbzu_WhnFZWhOyjXEzHtIX 2-4-0 7-0-0 12-9-0 18-6-0 23-2-0 25-6-0 2I 4 8-0 5-9-0 5-9-0 4-8-0 2-4-0 5x6 Dead Load Defl. = 1/8 in 3x4 = 3x6 11 3x4 = 3x8 = 3x4 = 3x4 = 3x6 11 3x4 = 2-0-0 2A 0 7-0-0 12-9-0 18-6-0 23-2-0 23-6-0 25-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.14 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.17 9-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 130 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13 = 1449/0-8-0 (min. 0-1-11) 8 = 1449/0-M (min.0-1-11) Max Horz 13 = -92(LC 30) Max Uplift 13 = -1224(LC 8) 8 = -1224(LC 9) Max Grav 13 = 1451(LC 43) 8 = 1451(LC 42) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1702/1563, 3-20=-1998/2009, 20-21=-1998/2009, 4-21=-1998/2009, 4-22=-1998/2009, 22-23=-1998/2009, 5-23=-1998/2009, 5-6=-1703/1565 BOT CHORD 12-24=-1366/1553, 24-25=-1366/1553, 11-25=-1366/1553, 11-26=-1305/1509, 10-26=-1305/1509, 10-27=-1305/1509, 9-27=-1305/1509 WEBS 2-13=-1361/1261.2-12=-1452/1585, 3-12=-242/270, 3-11=-739/779, 4-11=-654/733,5-11=-739/779, 5-9=-242/271, 6-9=-1457/1589, 6-8=-1359/1259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at joint 13 and 1224 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 255 lb up at 7-0-0, 92 lb down and 160 lb up at 9-0-12, 92 lb down and 160 lb up at 11-0-12, 92 Its down and 160 lb up at 12-9-0, 92 lb down and 160 lb up at 14-5-4, and 92 lb down and 160 lb up at 16-5-4, and 181 lb down and 255 lb up at 18-6-0 on top chord, and 377 lb down and 309 lb up at 7-0-0, 40 lb down and 25 lb up at 9-0-12, 40 lb down and 25 lb up at 11-0-12, 40 lb down and 25 lb up at 12-9-0, 40 lb down and 25 lb up at 14-5-4, and 40 lb down and 25 lb up at 16-5-4, and 377 Its down and 309 Its up at 18-54 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 14-17=-20 Concentrated Loads (lb) Standard Vert:3=-94(B) 5=-94(B) 12=-46(B) 11 =-1 1 (B) 4=-54(B)9=46(B) 20=-54(B) 21=-54(B) 22=-54(B) 23=-54(B) 24=-1 1 (B) 25=-1 1 (B) 26=-1 1 (B) 27=-11(B) Banp-Flan nu,n!¢n.'tr iss�L1IMTmgsaru!a;str�urwstrvomcssmsoausnm.Tiluiera.temirl-h:ate<unfs, r" ere<e�desurnsirsssce�rson.�;m;msurtst+wrt.r,�s¢:r�r��,�sr�tdMrK.€dsss t..irrndNmcs Ito.sdt wi!t,ssuQ.rlars.Mk,uttr: Se I, It ls.Trasgu.�. hrsw{in,auvPs4rib fi:;�osg1[�; rgrnusseccg3aedrSerrhuir�l ermmdrrrr�RSry6; 3r 6¢polbe so tm;lq�suteT�9e iWislill. ulpnne�ses,lrelnrruLir¢,udr7:'ut Anthony T. Tombo III, P.E. 'a d at Tun ix m hdaq d' t hkutspudNa—,'N0—AwUnd"" he emery en:�a,h9e udeada,Iir,A. IK aN lr IW'1hs.d,aerni.as%.ddh,MWj 6A.,d4,rms,"R91wT.3.;kese,usfr4rmue Laos ArRh A, nsµnneatd 4 80083 ' at nasmm,rdnnsewg dpit— Inlitthsh.nq.va'Rfitsarernnan:tnnwise,TnuD!imhr.ndmnws,natu,nl'. 4451 St. Lucie Blvd. e.t..rsr.:amms;<eagna.rcaryeFrans suhttIhTn;ro.A.hra.,isVTn.t:�sugo.dsw,nhnsssnrshsennd,gW.11 .1nrgededlas;mnams,14791. Fort Pierce, FL 34946 (opyrighl02016A-IRaaflimsses-AathonyLTomboIll,P.E. Rep.aduaiamofibis dommorajoany form, isptabibitadwhhoutthewrineopermission from A-IRoof Transits -ArthonyLTamba10,R.F. Job Truss Truss Type Qty Ply 67443 Al a.,..rT.,,��o� c...lo�e.,. C21 o aen.c HALF'HIP GIRDER 1 3 M 176O Job Reference (optional) - w a••� KU- o.ucu s Mug s! 20 ib rnnc 8.020 s Aug si zuib Mi f ex industries, Inc. Wed May 10 15:34:52 2017 Pagel ID:mGLhpp2eZfOSiwuCojaHl4znX3D-N3b3WRg9tkbb?HIPMKW WbTb6s_PtnFNWhOyjXEzHtIX 2.4-0 6-7-8 11-11-15 17 8 O 23-6-0 24-0 4-3-8 5-4-7 5 8-1 5 10-1 -- — Oxb LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B2: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* W701: 2x6 SP No.2 W2,W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. REACTIONS. (lb/size) 7 = 9425/0-8-0 (min. 0-2-10) 12 = 6299/0-8-0 (min. 0-2-8) Max Harz 12 = 455(LC 5) Max Uplift 7 = -4336(LC 5) 12 = -3478(LC 8) Max Grav 7 = 9425(LC 1) 12 = 6299(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8907/5002, 3-4=-8067/4081, 4-5=-6287/3008, 5-6=-6287/3008, 6-7=-6742/3282 BOT CHORD 11-12=-5611307, 11-15=-471617895, 15-16=-4716/7895,16-17=-4716/7895, 10-17=-4716/7895, 10-18=-3880/7237, 18-19=-3880/7237, 9-19=-3880/7237, 9-20=-3880r/237,8-20=-3880/7237 WEBS 2-12=-6225/3551, 2-11 =-442317988, 3-11=-921/737, 3-10=-884/1152, 4-10=-2429/4203,4-8=-1380/1153, 5-8=-410/379, 6-8=4307/8980 f5x6 = 6x6 = 4x0 = 7xB = CSI. DEFL. in (loc) I/deft L/d TC 0.40 Vert(LL) 0.1610-11 >999 240 BC 0.97 Vert(TL) -0.2610-11 >968 240 WB 0.68 Horz(TL) 0.04 7 n/a n/a Matrix -MS NOTES- 1) 3-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4336 lb uplift at joint 7 and 3478 lb uplift at joint 12. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1706 lb down and 1517 lb up at 7-0-12, 1274 lb down and 676 lb up at 9-0-12, 1101 Ito down and 606 lb up at 10-9-12, 1114 lb down and 553 lb up at 12-9-12, 1581 lb down and 695 lb up at 14-9-12, 1674 lb down and 725 lb up at 16-9-12, 1774 lb down and 714 Ito up at 18-9-12, and 1821 lb down and 699 lb up at 20-9-12, and 1840 lb down and 729 lb up at 22-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Dead Load DeB. = 3/16 in 4x6 II 23-6-0 PLATES GRIP MT20 244/190 Weight: 498 Ito FT = 0% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 1-7=-20 Concentrated Loads (lb) Vert: 15=-1706(F) 16=-1274(F) 17=-1101(F) 18=-1095(F) 19=1533(F) 20=-1674(F) 21=-1734(F) 22=-1741(F) 23=1771(F) tin,nt-fhvfi n 1hn a>rCu'}I [gs; nrSS6;1';id o[[LLl lgllf L GUUiII'v'!i (CNN{74T.t')t(L696.[(k4(lTbm (nC([uilsryle:•nttsd noledel uhdt NstN!Ip dvxug(1(hjm16<1pIIsyi.(sxla W; r'_ lfema tln!ldm w. Lehntllnalu red n 0, lrD,u(( f4ltk:omMuilms:sAkssd(nN-1X ksdtkslursDeK.bimnQ?.`•remisftf.,fiessinagi(uplMs—,11 sdbepO;904 1.fthpdapvr:T.;[g1dnIL10.1(,Id. ins.1kist:—.Fm%ue4"nns,sanlam Anthony T.TomboIII, P.E. n[sedh;imstxegtsaisahsks rninsirILyddgeur, Cs Cndsnd,rt:dyeSudatsJtbr O:::ga,u8eumddlkR(.@eB(nilebstTit�gohnnrld. Reen:rnldtist00nt rrfiesirtrd9:Tncx trdsiotkx0try slr:p,iesnFelnni lmwiedi LeW mtmMimd zY80083 ' petrltgligxa[(uan.mdn mucim:dsan;nu>n[r:uesd(krsL6gaueischdns: p(igLla:kntmn(sac(c::s:�dlxt��dPa�.tnle�,nes:estn�oantatt;drekn;o�e,innLµt.:nnttmsu mu:nim 4451 St. Lucie Blvd. • sdnmeh6diy!(aamlpnagnYs,�a hdra9e; hnhei Ik(n;sLesTl bgozvs is Egrtl,k;dlyo<sl}as,uLass kslee(yhx�dur b:IlbL. 50 ryadedlvsmnddudkilFl FofY Pierce, FL 34`J46 (opyright�lgl6A-I ieolirotsls•dLthloyi.Tamhafll,P1 Ktpsodwiar,cfshisdommlat,inanyfarm,ispmhihitedxnhwtthesrcineoplrmissioet(amA-0AaLlLnssas-Acthaoyi.tamho111;P.i. Job Truss Truss Type Qty Ply A0001761 67443 CA Comer Jack 16 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 16:34:53 2017 Page 1 ID:mG Lhpp2eZfOS'iwuCoja H 14znX3 D-rG9Rkng ne2jS dQKbw2117h8N ROz3 WsAfw2iH4gzHtl W 0-11-0-11-1111 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 6 n/r 90 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 6 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 65/Mechanical 3 = 22/Mechanical Max Horz 2 = 80(LC 1) 3 = -80(LC 1) Max Uplift 2 = -34(LC 12) 3 = -16(LC 8) Max Grav 2 = 65(LC 1) 3 = 22(LC 1) FORCES. (lb) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-81/254 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterio6(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable, of withstanding 34 lb uplift at joint 2 and 16 lb uplift at joint 3. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% ®ter-neeueere�lryren� rug nn�i, tr2ts!sr�;rl,rfeirt lws r mmncs; tasiou-tcs�scrremiLeuFyrnra r�et rage yr�xxsus ndre•:r ums tre,snsipLnrisy(1[i®16e 46+r[I.Lsia 4+: rf.lehws fkP.lelreru Gelme4a.ise sate) n6e tCG•eslr WTrkts�errleles slAkeW4Rtittl;uhrdt 4e1rnt0:s 6rar{.e,deaYrblixsd9efMpsrl Rvrgiums®saq rdCrirsisssusilegnwmlrc} 1u.tr.3t(utpd0ewrisim: rgsfm9et00uy,e:LalRL rxksgf wae(.aLleelziadi]ut uiuhei Anthony T. Tombo 11I, P.E. utrsedk:ims6:�,ytrttrelsaemprsoti:ld6 a.m, 6s Onn'rael geanfieGrfeq Geage,n3eremddht�@etlt mlliehxler7rnlNtertfi-I.Ilee�:mldlxtOrWegfiaNnrdserms;tde[i>)knEt�skge•osls9aflnedkny sMlleCx rtrymistliryd `80083 6sn7fmroeugereubr,sin: aern:soar.rciG: sdhrrttim ns�etoesdr�bur�b�rey saahi u� pngl:ls:tee lGmesssva mdcmeetxrvsdptze. url arm:mngn,iy�e,e,res�esddinssa pe,imsr�asr teyesmnmru .rsam,orum 4451 St. Lucie Blvd. Ztebm§e ter elrrtramgelryna.�er�7drmsan6:ttee irrs0es'p4tcals ivrrts 6ruig0esyar,mLn;srmcurmn asglrlmt. SOcgcdesllsx. usntdnd"smL Fort Pierce, FL 34946 CopyriIIh101g16AdponlTmssas-AdonyLlzmhoIII, P.P. Beprodoaianolthisdotumerl,iaenyform, isprdibiledwhhouttbwinenperaissioofrom AJ4oalhosses-Anthonyl.TamhoIll,Pl. Job Truss Truss Type Qty Ply A0001762 67443 CJ3 Comer Jack 1t 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15!34:54 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-JSjpx7hPPMsJEavnUIZyuhRBoACFHNo9iRgc7zHtl V 2-11-11 2-11-11 3x6 II Plate Offsets (X Y)— [2:0-3-10 0-0-121 LOADING(psf) SPACING- !!i 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.05 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 + Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 12 lb FT = 0%n LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puriins. j BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -310/Mechanical 4 = -355/Mechanical 5 = 927/0-8-0 (min. 0-1-8) Max Horz 5 = 95(LC 12) Max Uplift 3 = -310(LC 1) 4 = -355(LC 1) 5 = -406(LC 8) Max Grav 3 = 123(LC 8) 4 = 167(LC 8) 5 = 927(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 51/298 WEBS 2-5=-466/1041 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 3, 355 lb uplift at joint 4 and 406 lb uplift at joint 5. LOAD CASE(S) Standard vemr-r!m, deneJ¢rekcru9I lost nos<a{xtir;suau i!}vs r msomcssrnlDuj wsr}ueeDa!msu!sT•mra u�rt!cnyr }z�:�suaa:} ear u�sTRn onpon=�tme;�am wmr!.!aer o,r1 i�nsfk++k!ae n� s�!su na.hr rid n me!co.nh ': imefwb,}hssiDkeselfzteD4mkrtlLeLrsgn 6raai,�vPrtlrvrTn.,Mnm7i[ grtWsuses}�rdds}rdnwtl rosryr_rxDhfa2etrowdmemsYTm:rymdu&1DDsd},uia!i4l.lktmpuuaicu;Mrz}ndo ualA� pnthosly T.TomboIII, P.E. at nedEesTnssGrgWtlryisCsuqusi3Lt}dtagnn,d Cnds rals,isd e7esnpe4e[cr Da:.e,o3e mhddlie neRrlxseuk1a21>s7tm}uaref(fl 1. Qe ry}:r•ddfn @Dext,a}kli.ud&Ton: hdeiv}knTe},ilary:,mn^desedFna}sid'hlFens}sniiDiryd s80683 ' MSlrc}0.igc¢ibCJv.iDMsssnMus:TD".nl�psca�nniry3eiossAislsu:g6 eelSo`rgldnaetialfBQrsl6!txlir!PnlSr(lniden:ester{°sdpifae1f41ednss9rngnulonnrdHssdRsTossD:iga,T�nsDe!m�unni!nssgss,6anN,K!en: 4451 it. Lucie Blvd. e9e:rgsiehaflrs(oWmspelrynhr�Eafizl}con 4nhad. lie trio Deco ter*. Is ri�ItkrrlligDrrlp,yaTmsS!maG}mn dsq l�"na}. g¢a}adnrsera; ennadmfnm!. Fort Pierce, FL 34946 Copyright®7016 A -I ioalTrosses- AathocyLTeen tll, P.L Rearadoann ohhis domment.in ally farm, is prohdifed wi!hou!the w6flen pumission flea A -I tool Gasses-Anthoayi.Ten}o lit; P.E. Job Truss Truss Type Qty Ply A00O1763 67443 CJ5 Corner Jack 6 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 May 10 15:34:54 2017 Page 1 I D:mGLhpp2eZfOSiwuCoj a H I4znX3 D-JSjpx7 h PP MsJ Eavn U IZ_guh1To FGFI Fog i Rgc7zH tI V 4-11-11 4-11-11 0 0 N 2-0-0 24-0 2-0-0 1.5x4 II -4 4-11-11 2-7-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 18 lb FT=O%a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 39/Mechanical 4 = -18/Mechanical 5 = 421/0-8-0 (min.0-1-8) Max Horz 5 = 161(LC 12) Max Uplift 3 = -87(LC 12) 4 = -18(LC 1) 5 = -134(LC 12) Max Grav 3 = 54(LC 19) 4 = 26(LC 8) 5 = 421(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/130 BOT CHORD 1-5=-126/347 WEBS 2-5=-276/595 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 18 lb uplift at joint 4 and 134 lb uplift at joint 5. LOAD CASE(S) Standard Haar-na;,sa:aSu!a�rK•s�na�=:itei3�5iE19}eEi9!!!!W.ffi(�4CmHifOf!OYy'enYjitY�n;FPeuE;rMo. le:Artwippa�o:mnMn.1 tsamseann,�nmsr�{t!�;umr�!!.I�!ela:r:.!t�•m,ssme:tarw. edrn.�,.�rrrndaee!cn,ed( f1T:icmxmrrltles s40l,se/ix3<iBCnkrii rsr!ms 0.s.,^e 6jass L,•'imrhL:!�aa e:sMnz7R,rqa;msmecepaeednvlydrsiatln9ox:iyrnra:duhtxtceecq,d6ew¢a7m:lentklWnry.etia ifi!. ruia�p nvue<, taul menus aa,tum Anthony T. Tombo III, P.E. aeaedriRTnssdrmee,a�[}isa,mryealCld6rgna,treCndcm@rmeigeeane&.1140.paralu..1,ddilsK6, III ¢Ifieiwlbilei9.h.dTN-I.IleenraddlirlCON�fi�ld.udnrL+u,edtiyfailel„rtrge,vsa:stiealkanjr44;ledeaslasiull(d i60093 ' n, b:lrerg:ugual DA,art. lgaas sdatalY?D. alat prGa;alirl:Iand:b4fg6eelSdrh tdtin(fftl,IGhl1?I'ldSKAce,deerd[xrdpgexe. TrFlldaes&, ngnv�iTbes ar4tesdn:Im;auga,?ass ism Eraseaullnsr k:e=leenn:,dns - 4451 St. Lucie Blvd. tle�,lsskfs4lraraea!epedgnay.2y N, ail ryan anlrilk(nuD,4a 6pas,Is[9IG,Hdlal6esi!myaLas S!:tr., Grtran dsgMlttrg. ;Ila!adesrfia; o,nddnerallEl. Fort Pierce, FL 34946 (oF1rJghIZ2g16A-1Hallsrssas•Aenccnyl.fambIII, P.E. Renroduninndthisdecomentinany form, isprnbibitedAboutthemdlenpermissiaofrom AdRaollmssas-AathonyLTumhoIll;P.E, Job Truss Truss Type Oty Ply 67443 CJ5P Comer Jack 6 1 A0001764 Jab Reference (optional) ns nun: 6.u2u s Aug s1 zuio rune n.uzu S Aug s1 zulb Mt I eK Inaustnes, Inc. Wed May 10 15:34:54 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-JSjpx7hPPMsJEavnUIZ_guhTLoDyFIHo9iRgc7zHtIV 2 6-0 411-11 2-6-0 2-5-11 a 1.5x4 II 9 N LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.34 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 ` BC 0.42 Vert(TL) 0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.07 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 C WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. i BOTCHORD ! Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 23/Mechanical 4 = -31/Mechanical 5 = 450/0-8-0 (min. 0-1-8) Max Horz 5 = 161(LC 12) Max Uplift 3 = -79(LC 12) 4 = -63(LC 20) 5 = -202(LC 8) Max Grav 3 = 41(LC 19) 5 = 450(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-328/130 BOT CHORD 1-5=-126/347 WEBS 2-5=-287/585 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3, 63 lb uplift at joint 4 and 202 lb uplift at joint 5. LOAD CASE(S) Standard vuiay-nwtlma!¢reek.Y+a/�1IPPinPLvs; 1ti13 �6[[9L IEIYS6sOSPliI�(nIPYj IC6P):(C&]'SJP6YiYrsna sntlr tmip lxr;.sm utrn/ahturt rnnGnip Wrtui0P9)mIGe 46arl.ruir l&rtlranZflcrldue ne. Edm Rmlu sR1e1n3e ICP,nsr '. ILTr4amar Ndsssb7temdlxSe ltl;ulnd:L AstLrsOnh�es7i,�eaEr frpnrjau�nmyTPPrgmnlsnsrgtmtAdrrnhnhail ndrnru3rapa:atlf!tr, tlt trsgrdCe sa}xrmssepdnlaTUPn¢.nen iFlLTxtri7tnnetens, Aeiniad:'iee4sw�:sdAt. Anthony T. Tombo [IE, P.E. ' ntnrdPesTmsinmGillss is 3: minstl:lafdte Onr.,Pe Cner'sadsmeirlr.Cnnetn7[alt¢::pee$eadnldlietlL&e l8 n/falre15a7fnyrdrrtlr:L Rsen:ndd6elPPct ery 6ellwd.4e inn; cdrFnrseul�,parye,iesnCxfnsnitnsr il�J Ye flen�mtiild1d'. -80083 Ise trlfq(ksipsntr�Exdn. lPusn sd rtl h �IPPnlYrrrsf'a:nlLr;etran dherd;fry (scpeN Sddr IdaanpnnnQrd6:hllr fe sdS14mrMn�rtlxrvipitae.lErl lefiusBe asrmtan of Atissd L":ln;sa,htts Pe:ip;gsennnnnYmfidmynlrn stkrtn n! ]Nr:xnmryedrynR nr.�h, dtrnm hnhri Ih (rrs Dn!p l.Ilasr Is kistlr CalligOrsltxt,nhnsS}drc Grbx: dERtr'lllg. Nar6Mes!!na; nr n ddnH ¢ irsi. 4451 St. Lucie Blvd. ( dt 2Ul6A-19 afTmssrt-As76o LTambaIll,P.F. Br sodudiaveltdisdosomeot,inan hrm,is rodiditrdgAh66ndrsainea rmissiee(res+A-IiaalTr6sss-Am6oa LTsmdaill;P.E. Fort Pierce, FL 34946 q^Yi9 % P Y P P Y Job Truss Truss Type Qty Ply A0001765 67443 E01 ROOF SPECIAL 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:55 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-neHB9TIlAf AskU_2T4DD6DZgBTX—hEyNMBNBZzHtlU -1-5-8 , 1-0-8 , 4-0.8 4-10-a B-10-8 , 8-10-8 9-8-Q 12-4 , 13-9-01 15-2-8 , r t_ 2-0-0 2-0-0 -10 2-8-0 1-4-8 S� 4x4 = Dead Load Deff. = 3/8 in 1.5x4� 11 /i� 71.5x4 11 9.00 12 5x6e 5x6 II Sx8 II 17 16 15141.5x4 = 210 MT20HS=1.5x4 *85X8 = 9 x6 II 7x10 MT20HS=1 3x6 11 3x6 11 v [o 0 12.00 12 20 19 13 12 2x4 11 5x14 /i 5x14 O 2x4 11 14$ 0-8-8 4-0-8 A-10 8 6-10-8 8-10-8 ,9 8 8, 12-0-8 , 13-9-0 , 1 ' -8• 2-8-0 -10 2-. 2..1 2-8-0 7-4-0 0-8-0 Plate Offsets (X,Y)— [2:Edge,0-3-81, [3:0-0-1,0-2-41, [9:0-0-1,0-2-41, [10:Edge,0-3-81, [13:0-104,0-341, [16:0-3-8,0-1-81, [19:0-10-4,0-3-41 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 0.68 Vert(LL) -0.28 17-18 >492 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.56 16-17 >245 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 1.00 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 97 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' W4: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19 = 717/0-8-0 (min. 0-1-8) 13 = 71710-8-0 (min.0-1-8) Max Horz 19 = -283(LC 10) Max Uplift 19 = -497(LC 12) 13 = -497(LC 13) Max Grav 19 = 812(LC 19) 13 = 812(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-496/53, 3-4=-1122/303, 4-5=-1215/367, 5-6=-1245/611, 6-7=-1243/609, 7-8=-1152/455, 8-9=-1108/398, 9-10=-524/183, 2-20=-646/59, 10-12=-667/207 BOT CHORD 18-19=-201/698, 17-1 B=-1 98f701, 16-17=-198/701,15-16=-198f701, 14-15=-198f701,13-14=-228f729 WEBS 3-19=-1495/691, 9-13=-1515f700, 6-16=-520/991, 2-19=-144/1074, 10-13=-346/1170, 5-17=-279/515, 7-15=-250/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; 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=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 19, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 19 and 497lb uplift at joint 13. LOAD CASE(S) Standard 9e ug-ane "ill w.l5e•a1 ia�-nests; s:a[r;staZu rws a c�vmncx ca*nwt^wrr?eura:lr�ur:rro:a rrtat e<:�n� .::n„ s<a,:a en: eesrsl:�:se:,�r,�.N;tc�e;dawef t.r�e, m,et r,�:, siwid e.�. c i:,: ow.n. eder., e: ra,eat wtrtezemr�ns tankeurra:,tmahsata:�r,euo:va•[y�se{:r,sru,esFss�,.Fn::mnayro;,ya:aumscymxeaa`:azn�oausr 3,nra;au.mrar:apdexws�r,R:r:purcrooee¢.erenmt.rs:tr.�geraopus, star udnuc xnxsem: Anthony T. Tombo IIl, P.E. e�ansumr,�wertsae:cr:eaiae.ear,e.c.ue.mndyse:alaumgen�,eae a:aats,nCeexarreu�Isluyaa�emLaes;�adu,mem.ye:n,aael:zkaao3ra.yaa:,samatsa.r:irea,:;te�uaara. �80083 Ztaurr�aas serme�m. merrss@snuareoed�er:■aa.ed�ad�esnn:f. ayo� sglr.aeeaptas �n.rn�rssu.e,dcerrsa�ua.mtia,Ry �w emaa:daree:;ua,:R e:Iph�otlnssYaa�i.:,,edss 4451 it. Lucie Blvd. sBeMukFetslrs6,l,oaryedynirerzltil rreaa imher. Tn rn.sD,Cn6isllae tsll:y0eri�n,mLnt A:as Gr�tta!ey srlfiy. 'A¢icdcA�u ns ma�nfslnt-, Fort Pierce, FL 34946 (oppigh102016A-]Rceibass!s-AatbocyL15mbaIll,P.F. ReptadonwnofThis document.inany form, isptohibited'aahoutthew6reapsmissionfrom AdRaatLasses-ArthooyLyambaIll, F.I. Job Truss Truss Type Qty Ply 67443 E02 Roof 4ecial 1 1 I A0001766 Job Reference o tional �00 , runs , ru, - -, F� ovwo, uns,gnrwd , i uss.cosn 1 nun: 6.u2u s Aug 3i 2ui6 Ynnt: 6.U2U S Aug 31 2U16 MITek Industries, Inc. Wed May 10 15:34:55 2017 Pagel ID:mGLhpp2eZfOSiwuCojaHl4znX3D-neHB9Ti1Af AskU_2T4DD6DXZBWKJHyNMBNBZzHtIU 1�3-8 , 4-H rr10-8 9-8-8 12-0-8 ,13-9-0 1.4-8' 2-8.0 ' TIM 2-10-0 2-8-0 1-4-81 - a 4x4 = Dead Load Deff. = 118 in 3x4 12.00 12 14 13 9 8 2x4 II 5x12 1 A-8 5x12 2x4 11 p-" , 4-" 6-10-8 9-8-8 12A-8 13-9-0 -8 2-8-0 2-10-0 2-10-0 2. 1-4-8 0-0-0 11 Plate Offsets (X,Y)- [1:0-1-12,0-1-8] [2:0-2-0 0-0-0] [6:0-2-0 0-0-0] [7:0-1-12 0-1-8] [9:0-1-8 Edge] [13:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.13 11-12 >993 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.20 11-12 >657 180 BCLL 0.0 ' Rep Stress Incr YES WB . 0.22 Horz(TL) 0.33 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 72 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-14 cc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 10-11 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 606/0-8-0 (min.0-1-8) 9 = 606/0-8-0 (min.0-1-8) Max Horz 13 = 243(LC 9) Max Uplift 13 = -441 (LC 12) 9 = -441 (LC 13) Max Grav 13 = 749(LC 19) 9 = 749(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/441, 34=-711 /440, 4-5=-710/440, 5-6=-627/441 BOT CHORD 12-13=-386/445,3-12=0/285, 11-12=-117/439, 10-11=-117/439, 5-10=-100/363 WEBS 2-13=-1108/732,1-13=-127/266, 6-9=-1108/732, 4-11=-94/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; 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=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 13 and 441 lb uplift at joint 9. LOAD CASE(S) Standard 4141-d.'e 1 k.tk'41 rCx i1C4Ef(581ii y6[[Ill rORf601%OIOCIS(USiCYj tCi:Y1t[Lr,6't01eYi1i'Iwo hsd([tsipp;c..kte¢irectaZtuadc lrtt:G,sipQrtxotnCCjrdnerNvtL(axit tl,P�lh ur tiv!tdre nt Eatsd"I"EUdnGrGO,edr 1h14-da&Is sldlkasdtxEMah,u rsrmsso-s.�x rs�:rTwsrr�h(srl�n: sstnasyre;rysesmsnkyemsansrsrv:un,tsr�nr�mr.c�(araa�taq,dmemde rrn: ty�sRr�rEonry,Idamiiret,s�s �,s�nl.+euormmns,sat lt�ry :', Anthony T. Tombo Ill, P.E. at neelP.sT,nsrxmd 1sne, sv d4,C.,r.,k Cnds vah,rH,t ry . 1sa,Ey ye,um^xrn.utFaatsMirene astasnaard 4451it.LucieBlvd. Fort Pierce,F134940 ' d'y ryu"1a1 geann:kilt.O@:uen3eaNeddlSenCnrlS(a11i6aixifayateMRll.Oae0mddfxrCCM faBr:rAfl,imx knTnsk =80083 dj mtar��$aatrz a.mrs,ssamerrntrrrasnsntpadiantar.rry(. alstgt�lae p(Sprafiatlrrr,,,1(„ak,rt(xs�aapexstfFli�mnrayrsahe:attasd�tsrssE pa,tms pftranttassvmrr�a,ans edeMtrkf ,eltr(a4mrpadyna nr:•xe Ir €lrhtes hnhed. I'va rrrrs CeDa Gyiays h FlneTr:Irig6esipu,al,ns5r:1n611na o!sn g71hq. aAarCdasllxa: m n d�,slrs itll. Zt(opprig6tD20164d9adhassn-AatbayT. Rob 111,P.t.BtprodoninClthis doca,Deal,inany hun,isproh ledwB600tthenMenpelminkufrm4-1NITrvss:r4niooyI. Tomb III, p.f. Job Truss Truss Type Qty Ply 67443 E03 Roof Special 4 1 A0001767 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 May 10 15:34:56 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-FrraMpjfxz6l Uu3AbAbSlJmlxbrkj8r5cOwxg?zHtIT 1 4-8, 4-0-8 6-10-8 9-8-8 12-0-8 13-9-0 1-4 8 2-8-0 2-10-0 2-10-0 2-8-0 1 4 8 44 = Dead Load Dell. = 1/4 in 9.00 F12 2x4 I 2x4 I 3 5 1.411, 3x4 i 2 12 ` \� 6 11 1 10 ",W2 0 x8 ii 4x4 �i 1.5x4 11 4x4 �� 3x �E j ers {?I nits I A� _. 12.00 12 14 13 9 8 3x6 11 5x10 11 5x10 43x6 : 14-8 i 4-0-8 6-10-8 9-8-8 Plate Offsets (X,Y)— [1:0-1-12,0-1-81, [2:0-2-0,0-0-01, [6:0-2-0,0-0-01, [7:0-1-12,0-1-81, [8:0-4-0,0-1-81, [9:0-1-8,Edge], [13:0-1-8,Edge], [14:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 I CS1. DEFL. in (loc) I/deft Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.24 11-12 >678 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.37 11-12 >442 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.54 8 n/a n/a BCDL 10.0 Code FBC20141rP12007 Matrix -MS Weight: 72 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* B2: 2x4 SP No.2, B3: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 10-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 606/Mechanical 8 = 606/Mechanical Max Horz 14 = 243(LC 9) Max Uplift 14 = -434(LC 12) 8 = -434(LC 13) Max Grav 14 = 738(LC 19) 8 = 738(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-901/593, 2-3=-1593/1070, 3-4=-11041701,4-5=-11041701, 5-6=-1593/1070, 6-7=-90 1 /593, 1-14=-1045/687, 7-8=-1045/687 BOTCHORD 12-13=-651/1091,3-12=-227/328, 11-12=-192/679, 10-11=-192/679, 5-10=-261/362, 9-10=-651/1050 WEBS 2-13=-1335/880, 1-13=-682/1091, 6-9=-1335/880, 7-9=-682/1091, 4-11=-368/707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat, II; Exp D; 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=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 14 and 434 lb uplift at joint 8. LOAD CASE(S) Standard drrzs;�nast�ns�lselirr ke'Ed IDDi lt�('SfU:i'y Fa9AE itlHSElDktiWASl671iU.CU7!tr'jA:�9�e,f76Y:%t'ttro, Ferdl Nsp rrew't:stelinleds tebs irtss Estl;t: artier{IP[;tMtEe #iUs!i.fen»19.P.i.Ufrew AalSeSae tn. Ca;nstEhttbe t9-titaSe;[-0,elr Stiieeaamsa rkn skfeasif C»IPhSt rasd,lstT+.tit;n:sgmeny",.e,atGrcig itg<ants„e snina7'lppnpatz:as:ryla:adiUfefst ndt�srna;Tsr.+sditry futxlesixdhe swrUl:ns etgi.1e9mRtliDnh,�alst Rll, iuGs gtn xsraas<Ss"g uk"as, sshtca! Anffiony T. Tombo llf, P.E. ZtxirudnnfnnHtalWtagusssr,gasiiiv+Stlt7eea,neLruhes%auda,mnde�tar3etigsn,ntkem:atdtk d(,3e t6'edmt dh �. a'. si,Fll. IktgpeMdlttl,DMetrSeVred3t`�nt.m'slyi-dto-E.snng, xslaF�aset4:mdsStCeerxrya:dr7r si R 8G0fi3 4t ln`:fiq 7e;igten!larattstxssdethdt �Dal6tin.'t;es¢Sguls atsdlct U6l+gUcrsas SdtY t;izsf�vltSl)p�t6sf_dt+ IndS.i to rdstss�dE gnrtllnnfi.!lsiaesle n;FtaSSn nd#fiesdF.trRss nsgn, rnssCssn Upnt nt itnstesidsrtser,sttss 44515t. Lucie Blvd. i.4tltiStlt!atgbjern`ea RPnd!rp btflab]gT PfgDin:tidnd ieil ter Ptd]ef¢Tsei'Ie ND 11 i4tegtSFd.Y,etr(tri S15/tnlESrtnld�9fiegD,l,DrtFiteatd,t:¢sttee:7.4ed'a IPH. Fort Pierce, FL 34946 Lo i blQ DidA-1Foolhasses-Anfhan l.lomboIII,P.f, @ ndarranobbisdatoment,inan rusm;is rahNaed.ahoulthentiuen ermissisehomA-lRodTrutsts-Ar@an I.lombollf,P.E Pr<9 Y P Y- P P Y Job Truss Type Qty Ply 67443 FEG Half Hip Girder 1 1 A0001768 Job Reference (optional) Al Roof trusses, Port Pierce, FL 34946, oesign(da i truss.com stun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:56 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX30-FrraMpjfxz6l Uu3AbAbSIJmtTbyNjD25cOwxg?zHtIT 24-0 4 6-8 -10- ± 2-4-0 2_2.8 i1-40 31 2x4 II Plate onsets (x,r)— (Z:u-u-12,u-2-ul i LOADING(psf) SPACING- 2-0-0 ` CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.10 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0,23 Vert(TL) -0.01 4-5 >999 240 BOLL 0.0 Rep Stress Incr NO I WB 0.06 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 28 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` Wl: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc j pur ins, except end verticals. j BOTCHORD j Rigid ceiling directly applied or 6-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 5 = 1027/0-8-0 (min. 0-1-8) 4 = -124/Mechanical I Max Horz i 5 = 155(LC 8) Max Uplift 5 =-405(LC 8) 4 =-546(LC 17) 1, Max Grav 5 = 1027(LC 1) 4 = 397(LC 22) FORCES. (lb) N Max. Comp./Max. Ten. - All forces250 (lb) or less except when shown. I WEBS 2-5=-292/233 NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); i cantilever left and right exposed ; Lumber DOL=1.60 I plate grip DOL=1.60 1 2) Plates checked for a plus or minus 0 degree rotation about its center. 1 3) This truss has been designed for a 10.0 psf bottom I chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ' bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 5 and 546 lb uplift at joint 4. 7) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s) 108 Ib'down and 181 lb up at 4-8-12 on top chord, and 812 lb down and 365 lb up at 2-11-4, and 178 lb down and 421 lb up at 4-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 3=98(F) 4=237(F) 8=-812(B) - d . .. ... rl�srg.rlbss"val; nnra de'td tD3TDAEi�'>rEElittTEECOstittkS6WCIiir4S[ni@4{€7!�'SS:tACfif�b!iDl'Mn, tx174ecttgal.Cn!edn!teaWae C�s'nfs F;;ipa:msrziilOE, bl1!:inbyl.tea§otD,1;,UMe!b4legFeten nr. Cias oKa!xa!s�eiuRE'L-0,biJ WSsiernrJxgk e.sif'ten:tfn he lCCnie n:d, lsrTmsisip Fr�sw i.4SiecFary ::;,Ra srYarrr7gRrtgrru?;aee�r'ura kersfn rxtt!sgia ely•ag:!cieCplx 4etesP,ao'ttt sh'yrL�ts rgl;let�Rr l3Dsrh,,mt<r17N. i4dsryvnwspas!, (skieg;eeG,'s!s,sxlt4 Anthony T. Tombo Ill, P.E. mAtU$1 o;r.GYbr lt;i}fEi`HiitiE!2�L^!.REtc$!Drtfjf bt#Gitft!gtd Ndr tY.SiggLSi�x,br)f 13L'tlid R! {;5!�btlb �ffdfk. dETf1�,S(IJ�T. T3rti7Sfifld Llf iiD bi!£eerdYld lllKt. #CttpglTf. pD.SMtt}, 3ihl5tlil�e:tf�5E1Dtt 11e E3i(6!OF3(d } 60083 ' Re to tug:!Gpr.aM(scMeir.'Dsz!ssdwsne f'�Dbltuprxcaset(,dares#A!Dattgfmbar:Sda'pts+xcrosaSi6fptFslAE7!nestsC;t berehlarMtnta!atgalb c, SktE9n¢!!den:w!ukiCtsWlhas�haznD:s:er,tm!ptcis EepxtvaRr<nNc;✓WWx.!dbs 4451 St. LUde Blvd. e:fntisrkired4gottxt:JaperleTetWnera;erdgettissnnLit.Zel!rss0!se}sr!�ar><S!NSI DS so ibg;esfBx,ntnss tSshn ssybetds7 E+tlug. td xftlfn!4;r a„enbte:z!t ASrFI, Copyrigbl�:lD1dA-1Awfltnsses-Anlhaayl.lomhalC,P.E. hpmdutfodobbisdatumem,istoy loly'ispreNbW.ithoul]he Written permissiaohomA4Roof imnes-Arkayl.Tomb 0l,P.E EUrt Pierce, FL 34946 Job Truss Truss Type Qty Ply 67443 HJ3 Diagonal Hip Girder 1 1 A0001769 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 May 10 15:34:57 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-j1 PyZ8kiiHEu52eM9u6hlXJtT?ARScJFrggUDRzHtIS 2-9-5 3-2-4 5-1-8 2-9-5 4-1 1-11-4 1.5x4 II 5x6 = 2-8-9 2-8-9 3-2-4 , 0-5-10 5 1-8 1-11 4 Plate Offsets_(X,Y)— [5:0-2-1,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.03 5-6 >844 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 21 lb FT = 0%, LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -163/Mechanical 6 = 790/0-11-5 (min. 0-1-8) 5 = -625/Mechanical Max Horz 6 = 117(LC 22) Max Uplift 3 = -340(LC 19) 6 = -1039(LC 4) 5 = -81O(LC 19) Max Grav 3 = 138(LC 22) 6 = 1139(LC 35) 5 = 364(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-409/719, 2-10=-406/768 BOT CHORD 1-12=-685/410, 6-12=-685/410, 6-13=-685/293, 5-13=-685/293 WEBS 2-6=-785/649, 2-5=-348/816 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 3, 1039 lb uplift at joint 6 and 810 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 29 lb up at 1-4-9, 49 lb down and 29 lb up at 1-4-9, and 186 lb down and 389 Ib up at 4-2-8, and 186 lb down and 389 lb up at 4-2-8 on top chord, and 8 lb down and 22 lb up at 1-4-9, 8 lb down and 22 lb up at 1-4-9, and 165 lb down and 378 lb up at 4-2-8, and 165 lb down and 378 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-95(F=-25), 4-7=-70(F=-50) Concentrated Loads (lb) Vert: 11=405(F=203, B=203) 12=-16(F=-8, B=-8) 13=448(F=224,B=224) Btut!-Fletvdu,>f!¢writr fie'I�I IOD, tIDS<S; Sr�lfi"Z13A IFWf6[:M1Oi1101S(DS[OYt-{4TT tUK16tFraYEirh�¢hnYllesip�:9n, w4txlw!e!wei,fn!sG!I},Ncimr;lR,wlM1t ldfari.twlaf;rf.Idxm Suntdce rc,. Gdn,alnxise!atelwlh iED,rclf f+t,tt�4 pmsiaurt!<l4rr, DDwrt td.l. u.rmsoxa [t�r(,�ye�q[,lir ee!slwwJR!gram w,cg mtd9{wh;!indn5 nujr.:pmRh€b!@9t11Y ihJN?Miltf OlFtM1t1�<dj,wln lfll.�lt; �ttipnttw;, Wat utt w!,umtcnr Anthony T. To nbo tti, P.E. wltwdtY,um.nnusnrtt«,pwa:mtdr.D.t�,e,cMdicx„lg�nselK�twgDn,i,ett!dtadtitrt�neixwusby,ia:uap!d!lrtla.mtp;�tdii,IDowge:itwedntB.i,:tratlaprs.t.d.qt.a!�^mwwit,ti:t!sd:na:w!p,nnanld 580083 ' M1sB+�lfcr Dssiptrwl6mdrc.11[edes u!nlb lhlDO nlazrrt�asetrr�elutsdtkl,illal Ga�wnl Sw's¢Ihiseawft(SQrdG4elit rPIMSGA ca!drws/Issd ltdtxe. ttfl iefites l4nsras3il0ei wlAfindl>;Ln.O:s^¢e,i!ess �:ist fnlseeallrtispmhanu,wl,ss Mernulehhlrtt;admep,edgwle nYrm4mlrsmet Inthel thrro;sDt!¢e Gl�xt!6r0itlei lliy Dn: ,wLna$tlez EgWe�dnrMofag mlaradnell...totiddm!¢iM1l. 4er Lucie Blvd. (epyright � tD16 4-I Rcalimsses-Aclho,ry l.lambo tll,P.F. Reptodurn olthis duameot, in anyform, is prohibited •w houtthe mitlenpermission from Ad Roof Busses-h1hooyL famba III, P.E. Fort Pi[e, FL 34946 ti Job ss Truss Type Qty ply 67443. 4 TH Diagonal Hip Girder 1 1 A0001770 Al R f T F i Job Reference o tional 0o russes, ort P"erce, FL 34946, deslgnLwaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:34:57 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-j1 PyZ8kiiHEu52eM9u6hlXJwX?DUSb8FrggUDRzHtIS 3-4-12 6-4-5 34-12 2-11-10 ! 1.5x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DO L 1.25 TC 0.60 Vert(LL) -0.04 5-6 >831 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.07 5-6 >502 240 BCLL 0.0 ` Rep Stress Incr NO WB 0.32 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 I Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 `Except` W2: 2x4 SP No3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in i accordance with Stabilizer accordance with Stabilizer Installationquide. i REACTIONS. (lb/size) 3 = -30/Mechanical i 4 = -278/Mechanical 6 = 326/0-11-5 (min. 0-1-8) Max Horz li 6 = 146(LC 4) i Max Uplift I 3 =-125(LC 19) i 4 =-405(LC 19) I 6 =-975(LC 4) i Max Grav i 3 = 74(LC 35) I 4 = 179(LC 22) 6 = 948(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ! TOP CHORD 1-10=-449/813, 2-10=-411/850 BOT CHORD 1-12=-781/438, 6-12=-781/438, 6-13=-781/292, 5-13=-781/292 WEBS 2-6=-546/490, 2-5=-316/843 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) I Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; I Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 , plate grip DOL=1.60 i 2) Plates checked for a plus or minus 0 degree rotatid about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s).for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3, 405 lb uplift at joint 4 and 975 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 29 lb up at 1-4-9, 49 lb down and 29 lb up at 1-4-9, and 202 lb down and 409 lb up at 4-2-8, and 202 lb down and 409 lb up at 4-2-8 on top chord, and 8 lb down and 22 lb up at 1-4-9, 8 lb down and 22 lb up at 1-4-9, and 162 lb down and 383 lb up at 4-2-8, and 162 lb down and 383 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-70(F=-50) Concentrated Loads (lb) Vert: 11 =422(F=21 1, B=211) 12=-16(F=-8, B=-8) 13=458(F=229,B=229) vr�wt.nrnssnsn�urr�.�•tnoatnms[srutsr;;[r[Eu nwssmsginentmtou{ate'}urrvat[[�ursrnrn tartftern��axrsKr�sokts„m:rrsr,es,"3soss.mt�m;a�mrm>ert.T�tsm;rtrr+.zra,fs,rtnaene ed:a:ea."u:s+rta,nsnn.sat fLTrkecmtaep4ln skCknet!n nt irCNbrdd. rtoTnsseng [ya'ytie„icily'fql�.r'ptl:sslnmrN7rryreaLsmrcrlmndtirrnkssurilagirx:utr�7sr.Jeltfx4e tedprflhe cl+r!eimc/giasirr n!Ig'vnit,eeta lrFr.iS:ttsge nuorCns, kcl"¢iur6ur4frililidJ. Anthony. Tombo III, P.E. —Ih. .fTuss laregtrillrgitmmprsvM.ay AneCrnr,aa CnetreA,ri::t,atun:bilr�e:!!gu,em used iffnellLtle lx u/mIr1lMAfmttde¢rltld. tk erynoldGel00etmtfi±Irmdilelms;W�tiyLitliry Uaep,hsuCeawed hnxr vdlhtlzustnr4Trtld Y ' muffmrmsig n467r rt.rgenesmrd'umtposdmrrcerc edttrrw ameria;r[ «.,tsturrd":r" ;ts9rstasnrmuas[ucsrdeecenrera ap tssatntdrmcesnsr�vv"nuea�nrsdo a ,L ,tressrsirsryreerRttessgndraaa,�ns 80083 mt".mraerorxaedrpadornhrr;nairid wrae.tkrrasseaa6lmaec�rmpnnosCain;nLr y„[gNategt,ae¢murrdara"xa.ustsadatmt. 4451 St. Lucie Blvd. (apyright 2g16 Ad Roaf6asser-Anthony LTomholll,f.E. Reproduaba ofthis dotument. in any form, is probibired Whou ,be minenpermissionlrom Ad Roolfrusses-Anthuny1. bmha 111, p.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 67443 HR Diagonal Hip Girder 3 1 A0001771 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designtdaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:58 2017 axo = axa = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.18 6-7 >434 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.27 6-7 >286 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 121/Mechanical 6 = 63/Mechanical 7 = 267/0-11-5 (min. 0-1-8) Max Horz 7 = 226(LC 22) Max Uplift 4 = -83(LC 4) 6 = -255(LC 8) 7 = -1094(LC 4) Max Grav 4 = 139(LC 19) 6 = 351(LC 24) 7 = 1133(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-521/871, 2-11=-485/907, 2-12=-502/1052, 3-12=-365/829 BOT CHORD 1-14=-829/499, 7-14=-829/499, 7-15=-264/223, 15-16=-264/223, 6-16=264/223 WEBS 3-6=-269/317, 3-7=-708/229, 2-7=-177/347 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 4, 255 lb uplift at joint 6 and 1094 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 29 lb up at 1-4-9, 49 lb down and 29 lb up at 1-4-9, 202 lb down and 409 lb up at 4-2-8, 202 lb down and 409 lb up at 4-2-8, and 122 lb down and 70 lb up at 7-0-7, and 122 lb down and 70 lb up at 7-0-7 on top chord, and 8 lb down and 22 lb up at 1-4-9. 8 lb down and 22 lb up at 1-4-9, 162 lb down and 383 lb up at 4-2-8, 162 lb down and 383 lb up at 4-2-8, and 26 lb down and 46 lb up at 7-0-7, and 26 lb down and 46 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-70(F=-50) Concentrated Loads (lb) Standard Vert: 12=422(F=211, B=211) 14=-16(F=-8, B=-8) 15=458(F=229, B=229) 16=58(F=29, B=29) 9niy-Hex!ena¢Irn i�41e'll INUISS-5m"J'toi[[3f1I!14f6ri4NII18lS (�SIOYt-ICrPn ?eitl6Y:C1'Wn 6:if{klip nskncNrtd u'nn!is Lex.t!ipLNce¢{�lKl)dfleltCarl.rttl:: L1,t1. 1e4—W.kft... Cx4n MauK CGdm� Re,tdr WhirYmOe!{IMssieUkudla&iMuh,dAlstTmsO b{ s(u,�!od7 fq!>r±�tll ssln 7l�'tgrtudswe:geztd8errdeainilu»e6lmps4dh6rSelmpol5esh�nTsn.:terekdnti:l7ptd{,n2olRL TkMipo!neras,Ld4.t4'iecc,uW1q Anthony T. Tombo III, P.E. d rsedrxsrmstswriiusr h ntnq—n Jtydh 0—,6x C.a>:teAsindgeSn fte ilfqDr.!pn,h1-dedd6!R:,6,MWfick.4,4fiq..1%L Rt errnddfi1T5.1w:&Tf-i.dr:nx m&tgk'aI4 ilagbb9:,".e6we L-1 ddl itO—Imiwdrd" g80083 44515t t ntb:ICa10!sigaed6YtJ!r. IRedes e'edu R10C nider!cFiaanlizedhxdfktxuuq G7nslSdth ldwzd4!it(SQp16d¢l ltrn nlSYd m!dmrd lxixsdpRsae. iFFltdnts8t ngns4lbe:atAtie!d2Lx.0!4,ne,Lns k:ip Ee;'seseenn:sYmtt3!e!, od!i!� tnerm!idm!lktrxatl nntasF,dl Wtheilh(nnDd!pG AtlekJllqot!!pe;trTnxkdezGs�t!dtgkllfo}illcgfdn!ll�c:atrsde5ttl"vRtL , FL 3 94 Fort Pierce, e, FL A94o i (opyri95t tQl6AdicolTnsses-ArrtonyT.lonbolll,P.E. Rtptodenioncfihisdnmment,innnytoim,isp!obibhedaBbcttibeminenpermissicotromAd6eolTmsses-Ambonyf.lemboIII;P.I. Job Truss Truss Type Qty Ply 67443 HJ7P Diagonal Hip Girder 3 1 A00O1772 � Job Reference o tional ses, t., t erce, FL a4m, uns,gigwa rtruss.00m nun: 8.020 s Aug 31 20i6 rnnC 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:59 2017 Page 1 + ID:mGLhpp2eZfOSiwuCojaHl4znX3D-gQXi_gIYEuUcLLnIH189NyOGUpdwYlYl_9bHKzHtIQ 6 4-11 9-10-1 64-11 3-5-6 - , I 4 i 4.24 12 j 3x4 � 1 I 3 , 1.5x4 11 12 0 P 2 7 9 m .••. ..• `W1 14 16 6 3x4 = I 7 15 5 3x6- 3x4 = 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 0.63 Vert(LL) 0.17 6-7 >451 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.83 Vert(TL) 0.14 6-7 >530 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD I Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-15 oc bracing. i MiTek recommends that Stabilizers and required , cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide. , i REACTIONS. (lb/size) 4 = 117/Mechanical 6 = -0/Mechanical 7 = 121/1-5-0 (min. 0-1-8) Max Horz 7 = 226(LC 26) Max Uplift ! 4 = -90(LC 4) 6 =-343(LC 5) 7 =-1253(LC 4) Max Grav 4 = 131(LC 19) 6 = 175(LC 34) 7 = 1000(LC 35) FORCES. (lb) ; Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ! TOP CHORD 1-11=-375/780, 2-11=-337/823, 2-12=-374/969,3-12=-238/746 BOT CHORD 1-14=-739/371, 7-14=-739/371, 7-15=-297/147, 15-16=-297/147, 6-16=-297/147 WEBS 3-6=-177/358, 3-7=-657/280, 2-7=-234/368 , i i NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf,, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 4, 343 lb uplift at joint 6 and 1253 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 29 lb up at 14-9, 49 lb down and 29 lb up at 1-4-8, 202 lb down and 409 lb up at 4-2-8, 202 lb down and 409 lb up at 4-2-8, and 122 lb down and 102 lb up at 7-0-7, and 122 lb down and 102 lb up at 7-0-7 on top chord, and 8 lb down and 22 lb up at 1-4-9, 8 lb down and 22 lb up at 1-4-8, 217 lb down and 383 lb up at 4-2-8, 217 lb down and 383 lb up at 4-2-8, and 87 lb up at 7-0-7, and 87 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-50(F=-30) Concentrated Loads (lb) Standard Vert: 12=422(F=211,B=211)14=-16(F=-B,B=-8) 15=458(F=229, B=229) 16=74(F=37, B=37) slnis;-f1ma9rnP;arir0A'A.11135,1EtK rsiu-tiq aAillE:fYlttO�ii-.14:f1T@tl{'6i!Q3k'617R:i'fY�l'htra, rrrhlts�tlrr:!t�satreefa'±soz�s?rcss@ssge«ietiat(iCFcsiftr#dea;T.:'eai7iT riltfr;esuSlrsikhtt ess. Gsc:sSerxira ncel sa4e i40,oe1: Uj:`ti:oecrh p?tn si: 4etsaditske lLEn4e reSd R;tG•to;e:trahriseajsySlaeefryrganf}@a sre;nuliGPnTru suxapCxrdlssPhs:azalan,are,kpsrpar:,iryMbe{lsigtddxsiaPeTrns iadi9elnRtliDeetr.ats, ItN. lxb,ipt sstxapti�s,k sjttsltsessla6ia! Anthony. Tombo III P.E. tdese+?Iiit 4nsslatmtaUeguAsrrrmuiihd@:G.su,6eC•ufs saSnuuepe�tttleti,frph r}rrt,4lSra�+aExhs l(,1aH:adeSsla:dia"inp:slct%;fll razappea41d6a1�a4ai tiequedlv,rcs iniintistTxysprge,�!terznserdkasrskGhe6erssete.i',a7rsi Y ' Aele`6tS:crreslrreAaRr. l9utrseftttmdt l7a:ofrpxGus�pdeaiu tst9n`is36aptss'Sd lfixcmu t4i'ptiiskttl tflulS!UU eefAaeeothe rraaanf iht:e.ifltk+neslt ns[Sa, aaGsaedRraa e': fit Lu$070, irss Ptcmftfs .9 �Bt10$3 imn RxlaTua.atrss tnri;rdiw!}(efr s}eNRetoalbd!)tAl�n�nted Baleu 7estifs&iSaxh KY 3sterdryEsst�a;,m[:ns S(tRnfi4iceerdmaetiai. 1. rzrA �ed4�s;mt;l*`.aelalFFl. 4451 St Lude Blvd, • Fart Pierce, FL 34946 Copyrig5lQi016A-Itool Losses -AmEcnrLTomb III, P.E i±pmduoionuts6kdoroment,iecoy ltrm,ispraGi6itid.irhon1the ssriCenptrmissier: from A-iloot Trusses -Am6cayl.laGEnl11,P.E Job Truss Truss Type Qty Ply 67443 R Jack -Open 19 A0001773 TJob ference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 01 N Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:34:59 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-gQXi_gIYEuUcLLnlHl89NyOG6pzlwZ8Yl_9bHKzH11Q 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.08 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 124/Mechanical 4 = 30/Mechanical 5 = 47010-8-0 (min.0-1-8) Max Horz 5 = 227(LC 12) Max Uplift 3 = -157(LC 12) 4 = -8(LC 12) 5 = -150(LC 12) Max Grav 3 = 127(LC 19) 4 = 69(LC 3) 5 = 470(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-510/193 BOT CHORD 1-5=-166/463 WEBS 2-5=-385/773 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 3, 8 lb uplift at joint 4 and 150 lb uplift at joint 5. LOAD CASE(S) Standard wnu{-Flsnamgtlrnriea neR�11C�.!14SSd�SElli';. �i3ll lJkf e(5sm➢Coi(JS!04iW'F1iifR6;6iF[kY:Fflun tvd;ta'ry,pxr.#n uLrzri rin u!'dt!rtnhrip6me{�lejalneftfla{Llrr2r PJ,ef.ldcn.�r1'm!tdmrce. bless d2min rdelnn, I[6,n1{ uak-mr}hle;staku,it. wiwuI,TUIST.son7Fgwsr.e..y,;eh torix,r;n: saln�l6 ryasmsne:gemrdn, rnf,;sindn :rrmEre:r,�¢an!x sefesq,dme so�erm:fym�n�laonlr, a!nL netruns;no{��r,l�rcrnrrnncun,aam Anthony T. Tombo III, P.E. nen„itk;rn„>N,�aranl:n,�nF„r.lelas:e.,e<.,e.,�rerr„ady,inn,uau�o,�e,i,n,.,aeadn,lrn,lxmn,l>2!rmq,r+,ntmL!k,a.,nFdnrmrntafi,u,ndn,runs:eerr�en,b,.,kq,.on,^mndtnnndn,11,nst,nrwe{d a80083 t neS,Afa{O,dP,,,ni6»,ln.N,du sd NwlgiRC nth{nEirn nlpe:ielu,telfuEailteF6rynslSttl,lil,i2etiaeltSQ{e1fi:a11r FP„!55!.I niAsrnf brad teiies,.ltFl t�mn,ngn tEndktieti�Ln; au�n,im, &:ipfy',eenllns[Un+lednu...Ins - ln,kaf a,; r nun, !dn F, a no k f IDn ede,tnsmrsdfiutG EVL 4451 St. Lucie Blvd. ,nem:hFstlrrrxh,d,pedgniv!roghdl{areesm,heilkrnnDnxe[yrcnisi!' nt E,t, E nt nE- 1 Fort Pierce, FL 3494b (oppilbi0701A A4 Roof posses-ArlhonrL Torto III, P.E. Repmdurlinofshis domment, innfform, is prohaBed wi!bowhe wrinen permissioafron 64 Roofbases- h1honr 1. Tomb Ill,P.T. Job Truss Truss Type Qty Ply A0001774 67443 J7P Jack -Open 2t6 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 May 10 15:35:00 2017 Page 1 . I D: mGLhpp2eZfOSiwu Coja Hl4znX3 D-8o44CAmA? CcTyV MxgOfOv9xRCCFXf?chXeuspmzHll P 7-0-0 r 7-0-0 1.5x4 II l 2-2-0 -6- 2-2-0 4- 7-0-0 4-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 4-5 >665 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.47 Vert(TL) 0.08 4-5 >700 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCDL 10.0 Code FBC20141fP12007 Ilj Matrix-MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc� puffins. f BOT CHORD i Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 114/Mechanical 4 = 23/Mechanical 5 = 488/0-8-0 (min.0-1-8) Max Horz 5 = 227(LC 12) Max Uplift 3 = -152(LC 12) 4 = -92(LC 9) 5 = -219(LC 8) Max Grav 3 = 114(LC 1) 4 = 61(LC 3) 5 = 488(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-461 /195 BOT CHORD 1-5=-166/463 WEBS 2-5=-396/659 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed, porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip i DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 3, 92 lb uplift at joint 4 and 219 lb uplift at joint 5. LOAD CASE(S) Standard te�Ntnm¢m rreryN!iaPOPE nestts;uumbro"'If wT!keaffirstlrssk9kesetlxS!rCCNkr Is Anthony T. Tombo III, P.E. ¢enr+setmeN�rtsa!rywauaaRn,tic.M!�r¢a!eye¢n:tango.,Nc:¢¢ors!nLk;s(¢1iNbx15ztiquh¢fRl.leery,NlNr1U0Nep6BudkTmudGgkrzTyil.ep.0 tiaalk¢rssiledxr!:tmuuryd _80083 nrar.Nc�g:i�¢d6an1.m¢m¢!eoeie.!datRra!¢i'rnner sgb�!Q!Segte�r�ptsQt,iSeirm¢ssKsn:n�!ruo�rsye!tntitmtt!¢q¢n¢sna,d�Lnsei�e,L,s�:�5rse ¢nes!u¢Nau, Im 4451St.LucieBlvd. !e¢.N!t!tah�rxamryeaq¢a.mattatpxlN!NuNellNhrsees!pFrrmn!sEirH!klsia?DS!I r,¢Trn.SOH!srgN>ttt,¢Jh!I(¢}SOateefc!lhra;mndd¢INi1n. Fort Pierce, FL 34946 (opinight02616AdReolbosses-A&ooyb.lonhaill,P.E. Repodurlinofthisdoormen,inunyform,isprohibitedwifhoutt6ewrirteopermissionfromA-IRoolBossu-khooyLimbo[itP.E. Job Truss Truss Type Qty Ply A0001775 67443 RS Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 2X4 Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:35:00 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-8c44CAmA7CcTyV MxgOfOv9xMpC8lfOvhXeuBpmzHtlP 4-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(L-) 0.11 3-4 >530 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.07 34 >797 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.15 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 18 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 209/0-M (min. 0-1-8) 2 = 148/Mechanical 3 = 61/Mechanical Max Horz 4 = 159(LC 9) Max Uplift 4 = -31 (LC 12) 2 = -161(LC 12) 3 = -18(LC 12) Max Grav 4 = 209(LC 1) 2 = 148(LC 1) 3 = 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 4, 161 lb uplift at joint 2 and 1 B lb uplift at joint 3. LOAD CASE(S) Standard Ds:Mha Whirl-FImeK �kllrerz■ae7Iiau, T1DSSB?tti r Sam I7418:71o;11Cf5(CS?ON'IUGf'i}![;rtFE➢eYikl'hrn rrdrtesippsvn!Incnt:ui wtfutis rrtuCe!itsCmuT,yM.)daesmwr l.ru4 C,r_'IrkmzWidxe w. rdfu Mnai:e Melu Re sGa,eflr . wTatrrrmu,P'mgk,setWae;sCnle edf.IsrTrns O:s,h!y[ae,$r;nMGsinswfi!rxlneapib]ryrt;alsmrrtymred6ss,dess�,ad eyvs:agrnrm,atgr«sr trupdae,npim:sy na:tuaedr.nto ml.r!i<:yses:.arana,im:�yudd.nc,nmaiq Anthony T. Tomtw lII, P.E. .9'-dresirruW.1bl hoeds.a—, dk,rsprsu3ard,C.en ieAsm,i yeCua,ldlfmleud,ddwirar lanesd h,rl}�Ili>Twat11l�I.rleepT,ddtirrJOntrgfidd.nth[u; hil,ng.jty d 480083 udfiiyksite3, drye,u9C:euuuilm:y,H i I ' atWfqa!"S?..WbY.r3r.OwmsMinlaITDC,rt�1.6,fimllAdaudr.141i{I,4}P,ZISCfi,ldd6lILTIII(SIJriYL;dli(IrinIrGA6 dlnAIWi3gl!> InlinnknsrnsW&%s3I&fire/raT„!sD1,-lnTiI1„q,Egr nilnnt�n,tw:,e,ss:- 44515t.Lucie Blvd. .1-ald=IwelmmW�Iyn�.nc,Harr.m,ed.Thtr DtOpbgy nhc;ro,walla:l,,nT,n,slnf:rlWar..IW(rAgw,Iin—,ftrditmt Fort Pierce, FL 34946 (oppighT®2016Adi:aafrlows-Anihm,yLTamhoIII,P.F. Bep,adunionaphisdommeal,inany form,isp,ohlitelwhhounhewrinenpesmissianhomAdAaaliasses-Amhooy1.lamhaIII, P.E. Job Truss Truss Type Qty PIY 67443 PB1 ` Valley 4 1 A0001776 " Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com, Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:35:01 2017 Page 1 I D:mG Lh pp2eZfOSiwuCoja Hl4znX3 D-coeTP W nomV kKafx7Oj BdS NTiOchjOTEgm IeiM DzHtl O 3-8-7 74-14 3-8-7 3-8-7 4x4 = LOADING (psf) SPACING- 2-0-0 j CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ! MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 7-4-14. (lb) - Max Horz 1=-44(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 51 6 except 2=-226(LC 12), 4=-215(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=276(LC 1), 4=276(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 I 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 2=226, 4=215. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard X Fkri+ InNl dt'1ty'l lit5'$ f?1�EaD1?�f:Xi:t6X�'r;�lrtPil�7� `!alt:tXO£:!66tt911'tare. teiki ti/2!'i'f R�itil ti;;p@iy ileftl3fiti lt:!:pilFl Stdf6!t.11siNXl,t:.it!l:+itEtHtl:ttC1RL C3451 RYtY6t {X:tl p'St IGD,6tt[ trry• ;xrr,+Jn f - t� k .i t'id $ 't+P nAP �i( Mi?+tn:<rAry?>'rz s1�It+sdlafrtlt4nrRd;tl.+a:tsq+&yasop.t,aetxlry rgaena"esp;pstlCQrrreusspcepf7:+de+xe4rsed �re�kf rerPuuCet(e&ksipdktse�+hrst ir?raHmfitFi6plpam tnr?wat,t nt+�rs::.para ps,t iatan Anthony T. Tornbo ll:, P.E. SAp+�mnrr,i,t�ptnxrnPt;�agu:c.ut,b=e.urscnattwpnett°Att:e,,6FMr.'eilz8x9f,2e lw si tL indie3�,Nsaa'srt t. trgEtusatutc;pisareaua+.l.cn,:t:,�.repa3trcayssd,t, rxt ,�.pi 80083 ' 7e ta'tbt.e a+:lfttXtRr. i3ts+s snatanrG'DatSt{tu�s mlF taesSiptnU�4s7azY,fixS ktMaiaaiL(S6psdfis�#t}mesi5lltr+tunae�frtE �'+Ipifwa tW!ea.:aes#+n;ip: '¢tsui3£i:t#t'eL uCtsi�tc Grrhr.:;sE aw aL�nssY.�detrtg.Nesf 4451 St Lude Blvd, e3+eab+kkab t(p-o eXw" bnatltl osip bryhFort Pierce, FL 34946 CopyripM02d16 AAloalittses-AmCcayl.lombo ii?, P.E ieprodation olthis domment, in toy fat., is Ind'1ited.ihovllha»rir:en ptrmissn�n hemA-1 Aoo1U«ses-Att6asyl,lom6o III; P.E. Job Truss Truss Type Qty Ply 67443 P132 Valley 2 1 AO0O1777 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 May 10 15:35:01 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-coeTP WnomVkKafx7OjBdSNTfjcdzOT9gmleiM DzHtIO 1-11-7 5-5-7 7-4-14 1-11-7 3-6-0 1-11-7 6.00 12 3x4 = 3x4 = 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 15-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = -15/7-4-14 (min.0-5-0) 6 = 277/7-4-14 (min. 0-5-0) 2 = 35217-4-14 (min. 0-5-0) Max Horz 1 = -22(LC 8) Max Uplift 1 = -46(LC 3) 6 = -112(LC 8) 2 = -140(LC 9) Max Grav 1 = 11(LC 9) 6 = 277(LC 1) 2 = 362(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-542/855, 3-4=-508/829, 4-5=-525/834 BOT CHORD 2-5=-712/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph: TCDL=5.Opsf; BCDL=S,Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 6=112, 2=140. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 3x4 = PLATES GRIP MT20 2441190 Weight: 20 lb FT = 0% 6a#yNtnE�rrpl(MnL"l'A')rCn65it>(-$E11�y r1.111;i�'S1reKRL7i$. rl:ifri�i![rjrr[:J�i:�ra:�lthi9. it11(rtL(F(II13R'ttiaifa{d:!:n�f:itS1 ri'.�jt:T1f1j1(IPjtfruS �{t(i,':FFk �.r:.rtrt!tR1 iSM.ttJL'tfS; Grfl:Afaiat Sk`t3t1r^.t (IG�ar( 1r Fi!ta iarlili sk?.kr_�dra be rBlbit rFSiE tLroFIx.�ErtgueorQr`rtuGrtgssR:jilstCEt w�IGCrtttrae:nxtr'�Eake7F`ti.xtettgate itJ,rrmmi11yW6((.Nltlt6rsi �NLtsl iq Itlste F:Jatr,itfa Rll"u Migtnaap;ue,Isn:ga SEtn,tz7di ,+ Antbony T. Tornbo 1., 1, P.E. adnta'Ch(rnllaEnrjtt2lrr4aulim{6!.uRM�.xfitarmintgWa�ebilelrpa,ae aN:tr,at�ar�6.dr :ititta��HLrl,trpaats6lt,atanrs•.:;eaE?m,,zrtmtp..at�nita�talatcetcttty�tm:x ; 80083 �tld.�ilr3:qwelSeri<tfact8ss�lultaatttP,9aLbtrlutnetraY.nes4dlN3aJ[F�m^.'S;:'i l�uraiteABf,`.pt64titr WRsS S.URt rdsetafRtmnl,adaa fKl#atl#Eagwltn!laslCbvia:l.Rn:Jrtit 6zcs rrrter a!€irs ¢�.amRe.alns 44515t i.ude Blvd. tiertitrH'vtt4JtrttYa�etlga baiaih eCrt?nsarF+L ;tFl!lysrtwratt(zesb b'016ettrFtrsEtsttr.:,a rmslfRFa Rimi�tiy.:; ari4ladk:c, m c rhelR(tN, Co h 22016 AA iod basses-Ambt Llomlo 111, U. ie rodottion olihis Mawr, in an ftm, is roblbUad.itbast l6eta�lirea tlmission;mai A-1 toolirassts-Amhaa 1. Itch ln,➢,E Fort Pierce, FL 34946 PI^B aY ➢ t - P P Y Job Truss Truss Type Qty Ply 67443 SHV14 GABLE 1 1 A0001778 FJ.berence AlD....r T..,«e.- C..M Oi.,.r.. Cl o.ln.lc .a__•__�_�s_•__ i __� ,..._. .. ...... . .. ... ...,.., ... (optional) _. __._..._ . • • • • •��• • •��� �• • • :�• ..�� =�:y::va : uSS.,Nn,+ Run. o.ucu b Aug 3 t 20 fo rnn[ 8.020 s Aug ai zuie Mi ex industries, inc. Wed May 10 15:35:02 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-4?CrdsnQXpsBCpWKyRis?a01e0zy7sP—rNFufzHtl N 11-10-8 14-0-0 i 11-10-8 2-1-8 - 4x4 = 1.5x4 11 3 4 i 6.00 12 1.5x4 II 2 I IV 1 o ' d f 3x4%-� 7 8 6 5 3x6 1€ 1.5x4 ? I 1.5x4 H. 11-10-8 : 1"_0 i 11-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d ( PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ; TC 0.76 Vert(LL) n/a - n/a 999 I MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 I Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S Weight: 63 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 of pudins, except end verticals. 1 BOTCHORD F Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. All bearings 14-0-0. (lb) - Max Horz 1= 369(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-435(LC 12), 6=-127(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=639(LC 19), 6=345(LC 2) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-529/229 WEBS 2-7=-534/863, 3-6=212/349 NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8! MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live'loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=435, 6=127. LOAD CASE(S) Standard 6uEr•n ne�ra^Jt.;er#�Et't•1F?ipiiOS•d'i(t!tlti'prtaAII;8Mti8tCK(i�t5lF71CJtt'€7![r'If�,fui'.E76a+ih7'hrn. ttiit tr.�trres+seirestaksara imsirye:mur7ti at hf7rrhn,L!uxin�,r}.UtrmeShrtldue ose. Caisc urslxalft€et 3,?YQ,atr '�i;ti;ettrktt_uilr.kad(eWlSpm§e ra6i t:lta�s k:y6tiun{:t,4teEtlryF�peer}Ce uduegTCpreprnnxinaut'srtd@epe!n:.ad!�nrnfy;apus3i'a!�6rfrJptdktfu�,t+a+f inaltmelttuQn,�te!tu. tray a; r¢a rttec r+t Anthony T. Tombo IH P.E. ' 2dneddkia sEfm�E"quirrpaitic!dL2an,D:Braiauli+letfiud>rztap sy ,htx+rn'mflu.8 �ie�cri d:led trArn:lfdB4l. iilgpandddet:p¢iet5egrtdte urs6a+aiML-dmksbrtte.a9sGcnw�S: sFaGMhluuedi 7t1 380083 32 tie0frW Ee3dt2171K1J. ttSiai S'�C}tldtt�6ti13tlhtxlfL rx9£°A51'idSrP!t@�r➢6tiJ.CS�?!(!SfL(^Cati�(iP�d!ISkdrt ihat i.:1Y1 (!t!ftft^tiG�.iT� tRa.!t!iiF3FSs§i il�fL'i.6£l attfJt}��it7ass!!.J:tantv�srtrnret?nau aaax.rc!bs 44515t Lurie Blvd. skMu t[miry f (�aJr,+eNqu q+rdbttt d,'pc7!sncM! Zelas9s9p6t'ses isN0:1e trxiapfsy+s,w rafsSjsl:q 5ysery drn itiet, i7¢idtaet!+:es m atlEs�tq Iril, � (opttigbt 2)i0166-I Pooliresses-Aelbu'p1.Tembolll, Pi ieprodau;na oithisdatnmtnt. is onyrasm,ispmbb0ed.itbeu!iberfriGen permissrrfiomklieciimssas-Asthcept. Toabo ill; P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 67443 SHV16 GABLE 1 1 A0001779 Job Reference o tional Al Koot Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:35:02 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D4?CrdsnQXpsBCpWKyRis?a0h_Oxx7s2—yN FufzHIIN 11-10-8 16-0-0 11-10-8 4-1-8 3x4 •r 3x6 1 i 3x4 = 1.5x4 11 1.5x4 11 1.5x4 ii 1.5x4 li LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1= 370(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-488(LC 12), 7=188(LC 9) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=266(LC 1), 8=769(LC 19), 7=486(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-492/225 WEBS 2-8=-591 /938, 4-7=309/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=488, 7=188. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 70 lb FT = 0% 6ersrx �Nmr�rtr�!lrtmx 6t 4! t RtiS:3(SElla-1f3asCr!tyl llDiw�E iGS1:4{`t7rQjl:cc76iJ6G:N1' hrc, [er}.lts{t;xe:eKrtutn[[ti±snRt irtct it±<par. ; 7Cjnitlr ifl4ceri'eseoFl,rL[s`.aem SMleh;t se. b` ettr ir'at uMu".a 2C,n!! u1':AuatRt;CesndNterta tNltibN not;seG n;::+}s Fe;mci=y!!aCeG;' r, ray :nYaa!IGGngtur:nxa aserkdes ontt€{nmh;aspns*�krtr 6r[:upad6esispit8xsi�ctrl>o!a r:Dnh,atn RiJ. isr[r nYspsaf,ls>,+s;.n%'txs,salrtit! Anthony T. Tombo 111, P.E. nines!tLs[ntsUrmidlrgts�rrrn. n,Ad:Cea.n: C.-r(s n',:dt;Wndetx-t 3e qm uhn eil!'detl,2elK«e mal,d lasrc;vtat;Nl Tuq!rntic'atS si�ieYxud3t ricstyr+sopsade;mn;gs!mrrti�rlhaq sseCNtansus4 :7[a� #80083 ' �,rsorswsnGcn axiccenaara�srrr��tc�s,nsrxt�t[mos timnEa�zuaiq?!i�lsstxec�J�![nrrr;mama,anon:cat,tme.rtcar,rrsra,[a�os-nccGawm .nlnt :roan 4�e! iCr.^s1 tH cbnm'i Ir e2 s3nbnt!tC islt:,nan; N' '!is ONW u 4451 St Lune Blvd. h 9 R+ ! 1 r q'srym;,n Tan SFsisnN;;smdm6>=ers;,t„3elx�,rmcl:'etdai!N, Fort Pierce, FL 34946 Copyripia idl6 A-1 Fcef losses-Antheey Llomho 111, P.F. Repodottien 01his donmeni in any resa,is pnhihned.ithoutshe esitlea permasior hom A -I Ycatlnsses-Aa0asyl. lathe l9, Pf Job Truss Truss Type Qty Ply 67443 SHV18 GABLE 1 1 A0001780 i Job Reference o tional ;uas , —y„�a I m uas.,zr,p Run: a.uzu s Aug a i zuio rnnu a.uzu s Aug 31 zuib rim I eK Industries, Inc. Wed May 10 15:35:03 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-YBmDgCo2H7_1 pz5W W8D5XoZxTQJNsKB7Dc7pQ5zHtIM 11-10-8 18-0-0 11-10-8 6-1-8 q 0 0 3x4 = 4 5 6 3x4 11 10 9 8 7 0 3x4 =_ LOADING (psf) . SPACING- 2-0-0 I CSI. DEFL. in (loc) WellUd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-S Weight: 78 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. All bearings 18-M. (lb) - Max Horz 1= 370(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 10=-366(LC 12), 11=312(LC 12), 8=-224(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=619(LC 19), 11=438(LC 1), 8=570(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-640/250, 2-3=-361/163 WEBS 3-10=-469f742, 2-11=-373/600, 5-8=-355/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked fora plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom. chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except Qt=lb) 10=366, 11=312, 8=224. LOAD CASE(S) Standard liasrt.flx.r;krs.S`Jyrr!ira 9r ti r,muss;Csu(a rust;(usta s, rRn r::mca,�rnee�rw:,m:; r.�rac,u.urannsfr,naarat rK,n e,x�r,r A,•r?ca,�y Sa`spuaaRa i'„•tnMaNas.NkfxlCe4mn4i brl�n:n�hsuee fe,rietsQ(repoea,.Re nXr�sarTFPr:prnrtnxnrys,eRraa�r_ndegmmbp,rimi;ery��rts;tpd&su�,Ln, L7a�eda(r GDnlr,srtn�, �ags�r n,ssrcx!�.>'ge�u>,s=M:t; Anthony T. Tombot:i, P.E. rdrcrtm u,:,bar�tapn�r x y;n .0 o ctitskssntpmaae r ,�s,.m aenr, ea�.� de a�:r,dau.t pR:wa etaarsr�ared aar,,,:;e� rm�,sn( rdr. gel �, wa n:a,, t 80083 3etdfior easar(mrt[e. 7rnas sei ataSlr P.hne6,jret mtta4�xns•'. dttu&e,4ryx^ .,n trxzatfsrt(SPtdlWdtr 7ezi SSte m rt`�Jeec4frtrr:cdrarlmt irLS<rtn3e n:rsr:tt'Rs, W 1Fi,s,!tetauBesgw,lan tysxa[eraen au [na 4adxrtrrs,�ess Zt eles.isrfe�ed' r(a-.ca e<s,suswT� tiui ,santRr, ;rri:ess le' te' 4451 it. Lucie Blvd. M ai 7 f� sqs ramra513e tcxarEsst£r.;,u (�n:�lraFeSim;dq+la(rvt, l„arGaxr��c,mvd: aedplrGl. fopyrigMQ 2316A-16aaf liesses-Aalbcayl.lamba lit,P.L'bPRdauian aflhis dammar, in any tawis prahibfted.Obeas lbe.Tire.permissiambmm A-1 iaallrassts-Aalheg].rasnba lll, P1 Fort Pierce, FL 34W Job Truss Truss Type Qty Ply 67443 SHV20 GABLE 1 1 A0001781 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:35:03 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-YBmDgCo2H7_lpz5 W8D5XoZyvQJEsKx7Dc7pQ5zHtIM 11-10-8 20-0-0 11-10-8 8-1-8 6.00 F12 3x4 11 3x4 = 10 9 3x4 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight: 85 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1= 370(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7 except 10=-334(LC 12), 11=-336(LC 12), 8=-246(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 10=600(LC 2), 11=467(LC 1), 8=606(LC 26) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-595/235, 2-3=-299/139 WEBS 3-10=-452/712, 2-11=-394/631, 5-8=-379/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 10=334, 11=336, 8=246. LOAD CASE(S) Standard XnAej•fln51:NAq`9plt!iC#f7l �xt T'.'l:Tt�j'>�$(tEEE 4EE.�it rtt BEbr'.IN:i Qt1�N i�![r�iiS,C7.;1!:�6ritlA,tEfi)�siL'rFp¢;¢0!'i!t lMl¢f{!d!1 i¢G891fU9I'F;i;1 ti�dr{��[�{a�[fl iflS¢Erj,i¢C1r9m,E.E.ISiM.n(¢itrl/EtrtfOfn. umd"Wil dvl. ro,.IE 4i':siaave$sr?tts stikan'dia tst fD§teNn¢d kst6 nn:!;sEegusa`a„E;aacn+r5grs!nOz¢eYrr ¢:)tpp Ea¢sue e¢se aa°.¢mtftpoxs ni b¢se!�p•¢:Pns li W6rf¢sipatC.sshgteT!ts9 ispiledmReiiDsste.sslE!Iii 1.?ltlnu,�nuzpu>;!, isz":�sneaixt,s hbi:n AnthOPy T, Tonlbo 111, P.E. rieudlNsrnsstnn.5r3Eapssbngssdigmlks0 srd:Paxs(ssss]us;usuAeS wry] sl!,lerw uSxtisS.rGeC:Wq I¢,WD[Ls;nL•z41Eii. ruopnlEldde7:Dgfur6eNrtdh?rst¢,alia3Lll:sr.:u!ep>,n9sema�i:etafskCteMs sota.141.1pa! .180083 ' Asls:ayvupssa*lfseas6!c.!laxrssnut>9Ce1'�at4arnrias�tnllasn[ta ,togas^fa!Fl�:iscmnR64ipl1.sfzlh•EiafSt:tnereh!nssdh,rncd;m:s¢;s.ittE2asss3,nJr¢sdka5t¢sdfiesdEtFssBsr.;nss,UrssP,i;thjwerafitats{'s.1sS�en,WEss 4451St. Lucile Blvd. Fort Pierce, FL 34946 ¢1eI.F.tNin¢isrtiet.Ja;.eMRssh:�:Gs}hdiEmansn pel ;telns 7tstF hg�uyi: k'7I ttkuq:nia ,arress EpAeq Egrtryd¢7 kiGy,kiss; �etN<csmes F✓atiaEna. Zt EopprigSE(6iS16A-1RoafTtasses-Amhaa:yt.Inmballl,P.E. Pepraduaiana05isdawment,iaoayNm'isprobibited+.b6amThe wrirtitpelellskahomA4Raoiiruss's•Ankryl.Tar,EaIll, P.E Job Truss Truss Type Qty Ply 67443 VM2 Valley 5 1 A0001784 o tional Job Reference Al Root I russes, Fort Pierce, FL 34946, design@a1 truss.cem Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:35:04 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-ONKb1 Yph2Q6uR7gi3skK4?5F7gkWbquHSGsMyXZHtIL 2-0-0 2-0-0 - 6.00 12 2 3 2x4 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 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 l Matrix-P Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 j BRACING- + TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc 1 purlins. (I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard 1 = 62/1-11-8 (min.0-1-8) 2 = 4811-11-8 (min.0-1-8) 3 = 14/1-11-8 (min. 0-1-8) Max Horz 1 = 45(LC 12) Max Uplift ; - 1 = -20(LC 12) 2 = -49(LC 12) Max Grav 1 = 62(LC 1) 2 = 48(LC 1) 3 = 27(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .. tla-�;�Pkm�rt�lr rerinEr'Alt=brReSSC>(f!tNJ'}N3DftiBW t(U�fpu(€:1Cb{'i9!0'1}(SA7k"S:6ufNi'bi®.(ahksspceresalrK(e:7::aRu fuss CasSa ErnatilrYWtlslidw[.!s�zm.114kerttAttlte(m nx C�n:r:mstle sSrsda�Tgah fN:'eS:smds; ass sh7kaila lie lD@ehnY eser+ssSesgsrq,sb tte,'gecxC;(4nnr;hsrdnarlf-0nlrrsr:axsa�cracnrNhs=eui nod;;er 'tfte dr(sshdkrwitslmsir;aNa¢;afiDah,aln OH. €irp;ryra;ss}c .is>«gne(hssitrde3r Anthony T. Tombo lil, P.E. �ese stt5nirmkrmt�f�nrn;asurc!fd:8au,p•C4ufsa�zradredermete frt;7xsl,irt'xndeddAtil;ik lY.¢iMh.dir:tn;a:!s1 in S. rsegpenldlStlHtaiee(nllreds*e,aa,,amGq,sa,ye,s�L[xaamaai,ea;skFE F.r npu ts'1( 60083 ' 3t Estti>iEripr.sa!(ausle.9r,^rs stlutat3rt:7a2frrr>xuss ¢tN#'fin?RrEnlgLga!„'Sis';Cdxseixitn,'{sdlisi�k}tNai S�`i me rEuexdfr:;rs_d NamSA!ft3a!sle w,fm nrJl iasdCelnnNs x,Irn o?s"s (rrun ¢2Tnw14^dc�tnx,sdns 4451 St. Lude Blvd. t?aafsrkk�rya(a ria,'etlryu6�teiylf eN;elan vrthd fbtlzniatd}sbper 'At traigristNe;,ruL ssSnhaG rides; prey,L Q[ec?uf lx•.smuR§rfklHl Fort Pierce, FL 34946 i'o 41@1016A-1Raatlsnsses-AmNa l.lambolN,P.L be aduUionofthisdammentinan farm, is obibetd.irhoulthewdreo ermissiaahemA-ltodfrussts-Aaibaa LtomboULF1 PYd4• ry F Y- P P Y Job Truss Truss Type Qty Ply A0001785 67443 VM3 Valley 2 1 Job Reference (optional) 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 May 10 15:35:04 2017 Page 1 ID:mGLhpp2eZfOSiwuCojaHl4znX3D-ONKb 1 Yph2Q6uR7gi3skK4?SEEgkEbquHSGsMyXzHtIL 2-6-0 2-6-0 a 0 2x4 a nn 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 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 8412-5-8 (min. 0-1-8) 2 = 65/2-5-8 (min. 0-1-8) 3 = 19/2-5-8 (min. 0-1-8) Max Horz 1 = 62(LC 12) Max Uplift 1 = -27(LC 12) 2 = -67(LC 12) Max Grav 1 = 84(LC 1) 2 = 65(LC 1) 3 = 37(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/ TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard Irfsaelr-Natt:tlW0wR0t'Fl t I.TMSSrt[uH'gfmlkiK�4:d(0 fTPxs(3Tegrw.alAa'S F;3 owh:'ItIP. t41}f reCr4 PL'I:dKSli llt(4�:1��9:Rttrlflpl:tiRRr(Ir.�63f1.S i2riUat,?tGN rli.,r�.rt(CkttE$itgkhit tlfl. V'si0fi"mitani all T4s Kh, 1i,ettrsxetatrftts stc. It qi.WDNf Inu 15tN0,11!(aotn{M aCsiryra;iae p.t:tilt ariP9mrtse»nx�y4 a�'Nt�en,�Kat'epanrup:espaa}a;stta rut4sipa(,etn�trint i:piad.n tr,Dsfih. arrnla, ia<rsf>a nv pron;,l rasr n.ar styreti;r Anthony T. Tombo t::, P.E. rdese�l btnuMeerisJtapu.an;lntli�hd1'�0•eer.&sCnlfseu!wudttW aGatflusles}ac�u&-wi W1,"NVW da4 dk"gs.f!.JiR1. #SBQS3 ?aGitur.e:t;,t: rst4tashr lgtnst9statkP.6nlbapns:�s ulgak"ulsdtnin`dagtl ax`Strlti tlxccti:ait(SPpll stdE7 Nnt SSiAmlelrcaltln tear•at dtaa rYl*fits4t.9,l;DZ.t,.IM.96 r7.D,r ;4r;rasstb¢;s4frnratrrt,s Mwhftff'W!,s 44,a,1 St, Lucie Blvd. :t!l�isek'oelitt(e:;�geritpngnfcpylCfean:eseheL llL•ns �49 te}~oRrn Pi If talif�tsi�r,e?f:esil5stl�&puttdsYager. lu ¢ryl€aed;nc: tttat illalP.d, Fort Pierce, FL 34946 [opydg!l07016A-lioolirassas-AmEcayl.lomholll,P.E. ig1tiluuioeefthisdamment.innnyremitpre bind.lhoulthewrireoptrmissioafmmA-lieoflmsses-Amhmyl.lomboI11,p.E, Job Truss Truss Type Qty Ply 67443 VM4 Valley 4 1 A00O1786 i Job Reference (optional) t r�uut t tucana, run r,e,ex, ru a4u40, uusrynLe riruss.com nun: ts.uzu s Aug 37 Lu16 vnnC &UZU 5 Aug 31 ZU16 Milek industries, Inc. Wed May 10 15:35:04 2017 Page 1 ID:mGLhpp2eZfOSiwuCoiaHl4znX3D-ONKbl Yph2Q6uR7gi3skK4?5A4gjwbquHSGsMyXzHtlL 4-0-0 4-0-0 i 2 3 2x4 -5� 1.6x4 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 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 + Matrix-P Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 145/3-11-8 (min.0-1-8) t 3 = 14513-11-8 (min.0-1-8) Max Horz 1 = 106(LC 12) Max Uplift 1 = -47(LC 12) 3 = -100(LC 12) Max Grav 1 = 145(LC 1) 3 = 145(LC 1) r FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-152/269 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. , 3) Gable requires continuous bottom chord bearing: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard • ber,:er•flersePtrYy^1h, ;edes6t 1 r (-�: 114iSB� 4tt9'y filrtisi iftul E tQIGfl'u"aT(x�7C?t{3Y�.rt�k'Ct7h:i�Ntai'Gta, rnhln}ePrasetnvittete�uasRs;msEt;e Etrrtsp(tCC, W.4s l�ritr; l.:'esasN,rtGtcemt Simlefat tsx t~`sss rsrnio teiti pSe?40,ntt w:'eF:turir erp'+eselw'kv-11. fit6fhk Mai beL•ns.r.«paEetiatnp.l,!ttEtAt regn<e .e sresru7lGPrtlrtitat a>;;yd zrdllr Ytb aslet{rsenist:errn `,ry&: txsedgtdfitst,,Nlensiepi6tltarer-0tt�,retn ma. inter ipen c ,is ermffttes,>shprir Anthony T. Tonlbo 111, P.E. We,ftisfnnMur�t¢aPuarn7ttsii cradeCau,MCsuCt efzaudeltier8t ir-car dugte�,hfxct�atilk3f,de�enmtnl q:tltt�;FFl. iafgpntidlitl:aai ttr:`ielis td#tnn.�iaug�t�startlyG�hl'sxasdhas{tk&et Catxfastiif:�>Z #$OQ$3 1eM`:G+P.esVymesd(aehactrSdazrs seisR9t9ePeetfredral<ets�ts9r!ett[taatr�HctGs�SsnS.:'tKrsa2u74SRp:lliek3t}ffitsSLJmrthrecetitmrx;.el r�Wa,iA-,lrmete n:t:esades neddfaes YCeL ss6tu�tr, Irsn icntarctetal;nw Ya„dta±rer,et4ss 44,s s#taisedthatin att^t3 etd ra Geaa' heG enetxraht41e 1.•tssOti nt�fi•h71 ¢t trtib °es I ;ntt: el r ,:. 1 $t. l.ude Blvd. zt r a3 fl �! P "F(ri- • 7• tpx.a: r.�sslutteG' ai iztu, "ajat'aeda:as anmlekednt#t•I. ro rihl02016A-1Rootiosses-Anihaa I.lomhalll,P.E Pa odutr,anofthisdamwat,inan km, roblitfif AoaiTheWritten ermissior::'mmAllooflmsses-Aoihas 1.Tomb 111,P.E Fort Pierce, FL 34946 PY B Y P<, t' P P Y a Job Truss Truss Type Qty Ply 67443 VM5 Valley 1 1 A0001787 Jab Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:35:05 2017 Page 1 ID: mG Lhpp2eZfOS twuCojaHl4znX3 D-Ua uzFu qJ pkE13GFvdZFZcDeJ CD2fK H8QhwcvV_zH tl K 4-4-8 4-4-8 I o 0 3 2x4 1.5x4I1 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a - n/a 999 i MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 16214-4-0 (min.0-1-8) 3 = 162/44-0 (min. 0-1-8) Max Horz 1 = 118(LC 12) Max Uplift 1 = -52(LC 12) 3 = -112(LC 12) Max Grav 1 = 162(LC 1) 3 = 162(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-169/301 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=112. LOAD CASE(S) Standard 9'a;s!•fl<m�s;dl;e"rc.Et'41r_A ItaSSi3Fftll7yf!6N!rtt�`6fOkt^,�31Ifl1@t!{`i5!O�L1i95�Cu�I'hia.Pnl;lscplsssF�:sdsaltdsssc�s;rta Eati�ancrilUjsi3tl!>,A:nl:'srasl9,t:.t,tnsss llmkdex ne C¢ns r§sia;sestda5c 2U, al1 Vf':Auae.�p4:<sx6r3endb6ttLLLk+di 7:tr�ssx.gs &{ainfe,:lsetlry nr,9e adsergiCQnzessasnssrtmsii Giaiks�iialsyimur:tq:�i:E�'ifa 6siedp{�tsie; it n, 57aeiaei rtDaa, nlflLilea mn n7 ts#tseG_ns,ss4iuM, Anthony T. Tombo 1!., P.E. • sdned`LlstnssMt+!Sdlrztni�inp3unitdscsea,8se.selsaSIX,.�dtraaiserEdsl�eupe.LLfae se'xit/ds�f#t6:afiSaladlisut;atert3ll.rugpoddtvl,lalorsid:,ed;ErJni�a:gl.ieiq,,i�!w„feka�,ild�l wi.s!�mhd SOOS3 it hkaL 4W.. Wl rawv. N—S s9Maltt V0.1fa tww' WI AhneMrfl�ti3�rf4fAf r:.il MNfma Zlli relt lblryThed S.:l IX11PrnllC�fta!iY.drASD.T. M!f!AES�I ItgiLlY..�tilFf}�?i/ M hms654j<%Ins,:ro s rsrmis alrn:s l..,atfier.wieis aa5t St. Lucie Blvd. t:lneiafttadt(satrls7afga 65 "1! ejnoam4.l. Skeins'ophpwIS 713, tes7sl:SSAss..aGtsstrasa y'V.wdmldlar. ZvT¢7ax tt!xclsnrfe4<lg1t4l. (o iht@i916A-1 Pool Tscssts-Aatbae l.lomtolil, P.L ie odmtina of this doinmeal, is oo r-�m is rohibittd.Aoel the erivao esmissias hom A-1 toolTrosses-Aatho Umbo lll; P.L Fort Pierce, FL 34946 P!r s P P Y• P P g Job Truss Truss Type Q ty ply 67443 VM5A Valle! 2 1 A0001788 Al Rnnf Tnreece FnA Pi.— Pi 'iAOAR ae..c,...�..�r....... ., Job Reference (optional) �� a••�:,� • —", o.u— mug 31 cu "o rnnt: 8.020 s Aug si 20i6 MS I ek industries, Inc. Wed May 10 15:35:05 2017 Pagel ID:mGLhpp2eZfOSiwuCojaHl4znX3D-UauzFugJpkEl3GFvdZFZcDeDBDOkKH8QhwcvV zHtIK 5-6-0 — I 5-6-0 1.5x4 II 2 2x4 3 1.5x4 II LOADING (pso SPACING- 2-0-0 I CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.28 Vert(TL) • n/a n/a 999 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-P Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD I Rigid ceiling directly applied or 10-0-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 21315-5-8 (min.0-1-8) I 3 = 213/5-5-8 (min. 0-1-8) Max Horz I 1 = 155(LC 12) Max Uplift I 1 = -69(LC 12) 3 =-146(LC 12) I Max Grav 1 = 213(LC 1) 3 = 213(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-220/390 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=146. LOAD CASE(S) Standard NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) I Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; j Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)! and C-C Exterior(2) zone; cantilever left and right I exposed ;C-C for members and forces & MWFRS for, reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. I 3) Gable requires continuous bottom chord bearing. , 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. " . ... ticr>r7.Nunarro nriraRr'ti9Sr[riNi&�iEU9'y EtYlst;fL38{OFci;Fi93lFS1E (€"9?[I�i:LCO WEYiSM1'hra.Ter4{kspIn:teanine{rlwn ssnnLssys ss.ie;iiCkal",s.rfY�i.:'eria4 tE4!resnl3ntlduene. Mu ewrre rWI. e?W'all u's I—Mflea.t 05, taNeIOWAWi l mess es &pu niu.'.weh red4eskneglG�r;e s ns y rdn:> M1s_nd gbn"br;r fu4 ryWG es pdGs rsibLtsi<pieNRmer3D¢lr,ass"1Nl. ikrNc"psnsrp :,tr grist n,r£tit xdeud7ihlnnly rerpnJ{¢pbn3acpessiideritlt 9enr,6s Bsetfs FlSsanlegedn&eCiCar7ai ,brxrifhils`lM9r,Y.v IKW 6-Wd k'tnp hWPti. Tseq�teddttel).1¢i eta'is}frsd9e "ixs, stiySzdr„spre}, 9Jemealbe gtMieNrresp¢!i3i::p�' ' It rsesbp ed,ce>i6wxtr,);tm�ssdmGcatf:'7e{Nsprxtus u{mkSees Mkq rnYapbsprssdid�'r bSmm:eii{Slip;tia:dt••tinfip;s¢erdren•ilesper^efew{aax,ri:fimnis Anthony T. TomboI11, P.E. $00$3 rapxss5[asyspLdesdkt hesOeGfnyrnsc QscFetmrn{rncs Rmisaarn,!etess sipvafn9s�er{§pe;a^xis�eNgetbniisplregpy�esird.rL ReLas7e4}�Fer. M713s Wtiapss,uLms.snaEe;uredesp iats¢p. to ap&aN,s;cs<nr. {!`,rip ii lflf. 445t St, Ldde Blvd. S Copyrigll�iUl4A-1Banrlrestes-AmEcnyl.TnmtoSll,p.E. RepmduihnaoilM1isdnmmeeS,iaaoyferg,ispruM1ffiitrd.fi6na1i6ewrii>eapermizsicnhonsA-ppnoiirusses-Ar,S6ceyl.lecM1oliS;p.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0001789 67443 VM6 Valley 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Wed May 10 15:35:05 2017 Page 1 ID:mGLh pp2eZfOSiwuCoja H l4znX3 D-U a uzFugJ pkEl3 G FvdZFZcDe Iq D?hKHB Q hwcvV_zH II K 6-0-0 6-0-0 0 ti 1.5x4 II 2 3 2x4 1.5x4 II 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 0.58 Vert(I-Q n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 23515-11-8 (min. 0-1-8) 3 = 23515-11-8 (min. 0-1-8) Max Horz 1 = 171(LC 12) Max Uplift 1 = -76(LC 12) 3 = -162(LC 12) Max Grav 1 = 235(LC 1) 3 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-242/427 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,- BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Qt=lb) 3=162. LOAD CASE(S) Standard IFn�•Henr�t>;;1lttriredt'41 tC's1163GjiElErS'gEii71t*ft43ttCXEEr7ii:bYPJEI'W!giS;t�t2,;iIl6Y;At'E¢!9. ifl�Itt�tpS't':.fi!iRZfS{[d:f txl%9 rA11I; 1�Erti.RrillSmLt!SnS4i!I.ItA%IS.rf.rth:nttSDtd Edi,T RL FB`IS: E�3!itjt SY,?tl aA::IICOr RIf #i:'dutwrrttsd>Jben!ilafx(D'cfaie rzd. istrnnvnCy�senle,�ecser ly.ee!y et 8t. s�ICeranrnexenxuraed�e xt'et:auleegu,ntft:sn:ei 4t&estd6rshdaLns iapshs refiel}pedy aefl RFl. iirhtift ns aroa„Er>isr rel+sn viata3! Anthony T. Tortbo II;, P.E. mleuOft I.W. S-fs; a p!m ie tir am�!.4�If,4tk°'tri ilslr,JG;siyA'_rA fll. Tnyper1dL41 iW eg4tH td3t ura.L'aiafL�de7.mtys,3hQmaadYte�sktCht 6eteaps<14i73at � 80083 �tesmi_tnnmtnauxsu�rs�w®ntraecmru�rserra!setf[draaarusdsnttcatnarerrsmsan,t�lnarAp df en>vssrAy,txstmtnne�znt,.rAts[ac,rrzalrA:s�aa�y.�en 44:t5t.tueieBlvd. J#!rilttd!bt!1YE i r 9edgn tl.mgil f@rII3,1,3.id,tL IESrtgS Ziei�EtjNt' dR71 be iti,.iF:<dtts,rt 1 tt iltre9'ifi,Rt d3) 4s=1dr, li rgi'&?.tl te!UHS 4dt:3tl ArNJ. lopyna'61 @ i016 A-1 Foallmsus-Anibeey 1.lombo lll, P.E. repraduttion of ibis dotoment, is my form, is ptobibired.ii6os3 tht.dneo permission Uom A-, Foal insus-Ant6anpl.lombo III: PE Fort Pierce, F1 34946 Job Truss Truss Type Qty Ply A0001790 67443 VM7 Valley 2 I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com' Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:35:06 2017 Page 1 I D:mGLhpp2eZfOS iwuCojaHl4znX3D-ymSMSDgxa2McgQg5BHmo9QAV2dOw3h2ZvaLT1 QzHtIJ 8-6-0 - — 8-6-0 2x4 i 5 1.5x4 II 1.5x4 II 3 4 1.5x4 II LOADING (psf) SPACING- 2-0-0 d CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 33 Ill FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oci puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation oilide. I REACTIONS. (lb/size) 1 = 116/8-5-8 (min. 0-1-8) 4 = 14318-5-8 (min. 0-1-8) 5 = 436/8-5-8 (min. 0-1-8) Max Horz 1 = 253(LC 12) Max Uplift 4 = -99(LC 12) 5 = -300(LC 12) Max Grav 1 = 116(LC 1) 4 = 143(LC 1) 5 = 436(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-463/195 WEBS 2-5=-421/722 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right' exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 5=300. LOAD CASE(S) Standard 6tir.-f13D3!$It%j IflHlt11�tt r_a11➢SkTrMH7iE"A'ta:610C„td MOB iED,teh Y2ri!uvAt:sstleoten>amrn;e?oNn:d.r!r1.+;ssr.+,rt;:at,awgurr"4tt3ttsIn btetod,r.W14T,"Iitlkwafit;:Ath.0.nil. Twot nrmfist,1W.1 tt20Y4; Anthony T. Tombo It:, P.E. adeses'ldltfnssf�m n^...errrttwilit!dl�uatty�Cettsw:erdt}eteut5eix.eb;,estpe•,Prdets+aildtls3r,#e W 4tdtt w�: ea1;F4t tut{ptetlddelKlteit�StU :rdlr:iut+ �kemtgt,aveL•merihela{eSd kehrt+ycs tti 7.¢ S60083 ' 9etCta�rulrtt9a'ect]maistlMtcdel:4ui6s;o3as�rnYasesltaltSs+Sl lrsxCi.t+(SfrtlNtit+,`fluiS33 eetdsettai[rtrrrd}^time iAl dezes#ete�u:ufes REtrnss test�.st, rtm pssu s([uss kadedxx.ulns st.teodsrtoe�d�uan.-otgmr a ehdalt!eset�6 sllxeeznen :arMl:tm� ltetdartsx;.t*u �rhezmr.rseearru. Fa515t.LuL Blvd. � � Fort Pierce, FL 34940 Coptrig51�181dA-ltaolirrsses-Au;Aanyl.lamhofll,P,F, i,-Mdutritnutthisdototuttt,inanyram;ipmhibitedwithoatthe written permissiaahomA-Itaatirrsses-Amhecyl.la ball;;P.E 0 Job Truss Truss Type Qty Ply A00O1791 67443 VM8 Valley 1 1 �J.bRgfglence (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 May 10 15:35:06 2017 Page 1 I D:mGLhpp2eZfOSiwuCojaHl4znX3D-ymSMSDgxa2McgQg5BHmo9QAW mdOD3hCZvaLT1 QzHtIJ 8-0-0 C 4 0 2x4 6• 5 1.5x4 !! 1.5x4 II 3 4 1.5x4 LOADING (psfl SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a nla 999 ! MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(fL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/fPI2007 Matrix-P Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 10817-11-8 (min. 0-1-8) 4 = 135/7-11-8 (min. 0-1-8) 5 = 40717-11-8 (min. 0-1-8) Max Horz 1 = 237(LC 12) Max Uplift 4 = -93(LC 12) 5 = -280(LC 12) Max Grav 1 = 108(LC 1) 4 = 135(LC 1) 5 = 407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/186 WEBS 2-5=-398/687 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 5=280. LOAD CASE(S) Standard if-g-F... W. !mid.411t;�lUti�i fEllti'}F!Fls!in8t0i'�..r4.RMtE11i�tl,"F�!R}.'tiR16u"F��:h7'Mo. ralilttgpcxz+r^ratlee[ui«a m Trot[niitimbilCF; tal3thr—', 1.116,a11hrmnt5i't1 irtm V44-"..-a min It'No,att Anthutef mM�(l>rit tts;kin!itR6e lGe d'at+vEd.l;thst3s;gP Ft(RSay.4�.•�-,t l�thi�iltift papTf'dttf'$rtP6.l�%:XldlFfrtiLPottlRlclttlbp«IjftlGf �+iit[t�jlPrk4 �13T1}33[..(tF$ME (r�tit(. n[!i ifll. ilt {ttilt 113t3pSA:,tiJ+tpR [hY f, tYit}I: 'dnt�ms, onyT.Tamboltl,P.E.rtnmoiAiari�datduat,leMai61 lrta, r0i1. - 8UQ83 �e1 p.ta�wttoax.armsataaarratt[rrlrsna��Rt:xt�[lt, snrremntuGFt:atrtt[saotrEPoamstt,ms[mn,nFtxstsn[lftffttfnss2ts;cfnfa+a[epatinkaAadex.:st 44515t.LudeBlvd. Je.ist k'.asdilt t�rlapeslgtt U neRltilFpaYesiRlrt! stet ss3es�pti{:xssr.Na Ae pumltes�lt.,ce f,n:isra:epmadat t,�;Pl, ;;o-l�-,etx:a: to tI tted $iFtl. Fort Pierce, FL 34946 Copnipil43 f0l6Ad Rool/mstes-Amhaayl. temhn 111,P.L tt'produuiaa of this daromtat, in any ra m, is pmhihred.itbaal the W&ev FuN sion h0mA-1 foolir[tses-Anibuy l.tnshe lli, P.E. a Job Truss Truss Type Qty ply 67443 VM10 Valley 1 1 A0001782 � Job Reference (optional) M t rtoot t msses, ruf i ness:e, rL 34946, aes+gnLa-uruss.com Run: 6.u2U s Aug 31 Zu16 F rint: 8.U2U s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:35:07 201.7 Page 1 a th 10-0-0 ID:mGLhpp2eZfOSfwuCojaHl4znX3D-Ry?kgZrZLLUTIaPHI_H1 iejeCl iKo80j8E50ZszHtll 10-0-0 2x4 II 3 2x4 5 1.5x4 II 4 1.5x4 II LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL j! 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-S Weight: 40lb FT=O%n LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD j Structural wood sheathing directly applied or 6-0-0 oc' purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. R r REACTIONS. (lb/size) 1 = 150/9-11-8 (min.0-1-8) 4 = 17719-11-8 (min.0-1-8) j 5 = 50319-11-8 (min. 0-1-8) Max Horz 1 = 302(LC 12) Max Uplift 4 =-122(LC 12) 5 =-345(LC 12) Max Grav 1 = 150(LC 1) 4 = 177(LC 1) 5 = 503(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-501/204, 3-4=-164/281 WEBS 2-5=-464/781 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=122, 5=345. LOAD CASE(S) Standard %t�p•MmtStrAylfitti¢a&kll irlr45Sri(fEf!'�'{EFlUstiRWBCUR`.fic7s5llllF�!{L7!rf�f:5K3�:�lL`Af'tua. itrtlki�clrese't•redtettulasn�tinss Eett�CrnuiilG4; plpslfMnl.tetuo64tipknttAttlkkn 55t. C�tsf dsn4tle tksl ta2t T4,xiy lliit{tlbEfH rb.Sf iNL'I1lfaJMYft IC 6N1EGi estlnst"r�t h'ntM y`La,SpeCEh(tE{ittS�q 4SfC1t 0.71f%QRittli#tq�tFlttfieStSakth3: ttdtepndup:trrSiY:eh4l6tetti}it1rN NSjJa lfitlf!pietdaRrkr�PRII, RStI I(I�. `MGt,�4 mu s�,�,>tp�a af,t=me+ Antbony T. Tombo 111, P.E. ' sa4u a m t xc t�eyn�r sp tc �1«e a ewvsm av�pmtrn:e tsp3esq tl urxt mau ,s [Ksr v adf evrtttsd t l.li gpt dildtl Murik+ail tL•nt iey5 ?at ny5}t r edFx�ttd { f r amp f # 80083 itt `.tdi E!3pa mlrRySiL 1t N$fa WHet1:1¢ifY. flktTStdf'-i+`RHf{AiSA, i1�3R"'5::6'dfCitlS4�lfiiadd{f'{I tid it:1 G11LkJlFJdfA(Pf^lI�A£G.'!. fifl di!R'Jf rttiHJk'G'tS 6fh5P"G' t�Sf tfti,�ft, 1ti51 �f;i lfjZW ¢f-IiSS Y,iQgb.ptdl[ :ttt.iuf+�dxl4reamgedgnma pnrtrwas�nhtf.ltt•ns7tupr i;A7 dtfana ;sinx,rt�sstm+n!tymtna 4afea 44515t. Lucie Blvd. � !+ ar r f;ttiea3ef;rrsmrrt`�:1glfta. Fart Pierce; FL 34946 Cnpyrig4f � i016 A-16¢of Losses-Anitrteyl.l¢mE¢III,P.E, fepi¢dottio¢ olttis domm e, infly rom 4 proAi6Bed ra6oai the Brine petmissus homA-i Fooilretsss-A¢t6cry1.1¢v to pt, PI Job Truss Truss Type Qty Ply A0001783 67443 VM12 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed May 10 15:35:07 2017 Page 1 ID:mGLhpp2eZfOS'twuCojaHl4znX3D-Ry?kgZrZLLUTIaPHI_H 1 iejbyl glo7Tj8E50ZszHtl I Y 0 0 3x4 :% 3x6 i[ 1.5x4 II LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. 'in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-S Weight: 48 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = '186/11-11-8 (min. 0-1-8) 4 = 212/11-11-8 (min.0-1-8) 5 = 612/11-11-8 (min. 0-1-8) Max Horz 1 = 368(LC 12) Max Uplift 4 = -146(LC 12) 5 = -420(LC 12) Max Grav 1 = 186(LC 1) 4 = 273(LC 19) 5 = 625(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-579/237, 3-4=-190/319 WEBS 2-5=-544/900 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing'. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 4=146, 5=420. LOAD CASE(S) Standard i6tt�.fltm;�ri;m�Gt'41 r�r RLSk'>'�ffllitl riAtltt'KY}1rQhrtiler"35(!7t[A.{i%r(I'it{9i?A:i4C�,d1('Ase.Isrltlni?rrrxMst*drtetwi±st:ru:nsts:'ya:rssnr�r.;rlCtltftts+T.!ttha6:li4kerts Ssenith;trse. 9dass s+aaRht t;�ten3t i4P,ttsr 4tirltFNinpE:n sNsstin:im&Irx�9u st5i.f:tL•.sties±;tty�tent_a,lTtitRt figrzrn;.?esta msylGdremua:pa zu�w:t�IS:ro-'xis nd!q+gsenigrrgiss'+'d7ta 6tentltt{ytsu$tTtns itp�xacctGOu!y�n nu. itusg, ns tax__Ir ymecEtts, traetii Anthony T. Tombo 117, P.E. rdnedm„irr:errs.i vaTusyrr, onm t�:.:r,,ete.:trs r:tdywde,s�tsrau�+r �tret ntntar, erns��adl. uer:ist�antt>tsyrnrsacttl tr;tysr'atxd tzR:c yi y,�tit,surm.�t� ,�r��to <.urar 380033 7t!mrh:yr.. dcaYt[n-oasts sslatrsdt t:dt:ltasst3itsrsiriH3tn ix t«!tn;nsga•^S hsizamean(SI;piAsk3t;snua s�tmrd�tnt2etran!rdmt tit?4fiesttnq:aY�€ts rsftJeestatTmtus n,esatl:s ft vt at?nn uslsdax,sd::s 44515t. Lucie Blvd. :Aer.iaaatlntrrizTetfyrz6nt!srmnsscMi 3nnsaruTtbp.::'r. Rt tes rctsms•,rr•us;sstea&peercdmiutst. 7Aap.::.dx�emesthtapttu. Fort Pierce, Ft 34946 toP!T i isL2018A-tlootTimm-Anshot tomho111,PE Isoduuionodthisdatumentison rem,is rabl?,td.,haat1haariren trmissiaUomAReaR.P.E JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe 772 aos lolo Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's w/ (4) 16d Toe Nails@ TC & (3) 16d Toe Nails ,@ BC 2 0 t` 3ch Corner Jack's (2) 16d Toe Nails TC & BC (Typ) is PoEbbdrithma as Wr`vo pttmi W6iAdIQi1ki es AeMi'€yT.,T:a!SsI Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) k, January 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL02 MIAMI-DADE CORNERSET SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-101 Exp. B, C up to 60' Mean Roof Height ` i and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach King and End Jack's w/ (1) LSTA12 Twist Strap @ TC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails NOTE: IN ADDITION TO STRAPPING TOENAIL BOTH CHORDS OF CORNER JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10 MANUFACTURER'S RECOMMENDE JACK/CORNER JACK (TYP.) NOTE: CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ 0 r` / ¢�cmea,cr.�s¢uttn¢¢$ ttscrscssz¢zatan.0 �rnomgasm Km,tuu�¢s6e7�za�a�i'r�N`.�¢e/La�� G%airedCaA },t�x5s^ne9a¢rfer S{e%4�nnd..i r�et�¢s ,Pry' [+isk9.fut�ti:�ws�azres m,s5��nlr,^�c�sr�.ah [ t� ` 0 DIEAI[etllnuae Az')taa T [ova lLi.FIsvedician et15itdaomm ios. k, is eIRM dhoaitit Attach King and End Jack w/ (1) HJC26 Hanger on BC. Attach Corner Jacks w/ (1) LSTA12 Twist Strap @ \C and BC (Typ) w/ (10) 10d Nails Min. Per Strap HIP OR KING JACK (TYP.) FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 I ALTERNATE' DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE (SEE SECTION A -A) 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH �i ■�; TRUSSSES @ (4) - 16d NAILS, AND ATTACHED TO r— 24' O.C. BLOCKING WITH (5) - lOd COMMONS. -.._._.......... ....... _..... _.._.._.—....... A-1 ROOF TRUSSES f 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHI' TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST AL OUT OF PLANE LOADS THAT MAY RESULT FRf THE BRACING OF THE GABLE ENDS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS \EACH. FASTEN PURLIN TO BLOCKING \ W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON \ EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd COMMON WIRE NAILS. \ END WALL - STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTEO: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND{FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE JO BE OF THE SAME SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. NAILING SCHEDULE: - FOR WINO SPEEDS 120 MPH (ASCE 7-98,, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' D.C. - FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05),150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). r , STRUCTURAL GABLE TRUSS / CEILING SHEATHING SCAB ALONG VERTICAL MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS I UKAL TRUSS THn AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 STANDARD PIGGYBACK TRUSS STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WINO CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FDR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 3' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' D.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) Gd (1.5' X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 3' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN ❑RAWING FOR ADDITIONAL BASE TRUSS INFORMATION. r FEBRUARY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 GENERAL SEPCIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 45' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. ROOF TRUSSES 6. NAILING DONE PER NOS - 01. LVs 45 4451 ST. LUCIE BLVD. 7. VALLEY STUD. SPACING NOT TO EXCEED 48' O.C. GABLE ENO, FORT PIERCE, FL 34946 COMMON TRUSS, OR 772.409-1010 GIRDER TRUSS I j SE TRUSS OF 10d 11 11 11 II� II II II II Ij 11 1 II 11 I II 11 Ili III II 11 II 11 II II II II N �I 1 Ij Ij I 11 II II jj II 11 11 I II I 11� 11, 11 11 II II 11 II 11 ,1 II 11 11 II II II 1 11 II 11 11 II 11 II I II I, I, j1 11 I VALLEY TRUSS BASE TRUSSES (TYPICAL) li CO DETAIL A I GABLE END, 1MON TRUSS, OR WINO DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WINO DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS 82 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 VALLEY TRUSS (TYPICAL) SE TRUSS OF IOd TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS, OR GIRDER TRUSS UL . / - / (NO SHEATHING) N.T.S. STDTL06 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3' X 0.131' = IOd 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. DO NOT USE DRYWALL OR DECKING TYPE SCREW. 3. INSTALL VALLEY TRUSSES (24' D.C. MAXIMUM) AND SECURE PER ❑ETAIL 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: IGO MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' D.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. dr ITRUSSED VALLEY SET DETAIL FEBRUARY 17, 2017 : (HIGH WIND VELOCITYI STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTACH V TRUSSES WITH WIND DESIGN PER ASCE 7-98, A WIND DESIGN PER ASCE 7-10: 1 MAX MEAN ROOF HEIGHT = 30 FE CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREA MAX TOP CHORD TOTAL LOAD = MAX SPACING = 24' D.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACEO LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. I NOTES: ? 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON-BEVELEO BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. - CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 Q VARIES TO COMMON TRUSS 3X4 = STDTL08 VERTICAL 2X6 SP OR SPF STUDP2X4 #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED G' O.C. (2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK v � * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER ❑ESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'O.C. 3-8-10 5-0-11 6-6-11 11-1.13 2X4 SP 931 STUD 16' O.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 V O.C. 3-10-15 5.6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3-0-11 4-9.12 6-0-11 10-8-0 2X4 SP #2 24' O.C. 3-14 3-11-3 1 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS G' O.C., WITH 3' MINIMUM END ❑ISTANCE. BRACE MUST COVER 9OX OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT= 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS, ROOF SHEATHING /I v ('2) - K NAILS IOd TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - \ 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL s T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 w NOTES: T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 907 OF WEB LENGTH. ".:.�. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. Sri �.€ A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 i NAILING PATTERN i T-BRACE SIZE NAIL SIZE! ] FIL SPACING 2X4 OR 2X6 OR 2X8 10d � 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO I BOTH PLIES) BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE .........:::.__.__....... TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - l0d SCAB WITH (3) - lad TO TOP CHORD NAILS (0131' X 3') NAILS (0131' X 3'). r ATTACH TO VERTICAL I NAILS (0. 313WITH )X 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - lad NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - lad NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - lad NAILS (0.131' X 3') 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - lad NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) — lOd NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) • FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL STDTL11 NOTES: I. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). ram; 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772-409-1010 i TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) i DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 I o J .135 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 ri VI I .128 74.2 67.9 58.9 57-.6 50.3 co � p J .131 75.9 69.5 60.3 59i 0 51.1 cN .148 81.4 74.5 64.6 63.2 52.5 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE ❑URATION OF LOAD INCREASES MAY BE APPLIED. i EXAMPLE: 1 (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY I ANGLE MAY VARY FR 30" TO SOM 45.00' ANGLE MAY VARY FROM 30• TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30" TO 60° 45.00° FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL 1 STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) . DIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 z O J .135 60 48 33 30 20 LQ .162 72 58 39 37 25 —I 2 .128 54 42 28 27 19 H L7 Z Z OJ .131 55 43 29 28 19 LLI .148 62 48 34 31 21 -1 L0 J_ N Q M Z 120 51 39 27 26 17 0 z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 28 20 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END ❑ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE'SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *** USE (3) TOE -NAILS ON 2X4 BEARING WALL *** USE (4) TOE -NAILS ON 2XG BEARING WALL NEAR SIDE FAR Sl SIDE VIEW L TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X 4 I E TYP 2x2 NAILER ATTACHMENT STDTL13 I N i 2x2 NAILER ATTACHMENT a GENERAL SPECIFICATIONS a MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. ft TYPICAL ALTERNATE April 11, 2016 I BRACING IL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS _ I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 3011 (2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 a FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15 DAMAI GED OR MISSING CHORD SPLICE PLATES ...� ..... TOTAL NUMBER MAXIMUM FORCE (LBS) 157 OF NAILS EACH SIDE OF BREAK X (INCHES) LOAD DURATION SP OF SPF HF L, FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X SCAB (MINIMUM #2 GRADE SPF, HF, SP, ❑F) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE ❑ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES kf J AI d V III® 111 A-1 ROOF TRUSSES A FLORIDACORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to'the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For. Handling, Installing, $ Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. ` 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office ' 772-409-1015 Fax www.AItruss.com us P STRUCTURAL CONNECTORS* 4 MiToi<' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - (4) - 10d (Header) FL821.39, (2) - lOd (Joist) 11- - 0510.01, - - -- RR 25779 — - LU524 670 765 825 490 - - _ _ (4) - 10d (Header) ' (2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 - - (4) - lOd (Header) FL821.42, (2) - lOd (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - _ _ _ _ (4)-I0d(Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 - (22) -10d (Face - Face Max Nailing) FL822.36, (6) - 10d (Face -Top Max Nailing) 08- (6) - lOd (Joist -Face Max Nailing) 0303.06, 03 3.06 (6) -10d (Joist - Top Max Nailing) (4) - 10d (Top -Top Max Nailing) 13116-R THA422 2245 2245 2245 - - _ _ _ _ (6)- 16d(Carried Member -Face Mount) _ (6) -10d (Carried Member - Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face -Top Flange) (4) -16d (Top - Top Flange) THA1422 1835 1835 1835 - - - _ _ _ (2) - IOd x 1-1.12 or 2 - IOd x 1-V2 (Carried Member) (20) -10d or (2) - IOd (Face) ' (4) - IOd (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) -16d (Face) FL13285.35, (12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - _ (11) -10d x 1-112 (Carried Member) (20) -10dx 1-112 (Carried Member - Max Nailing) (20) -16d x 1.112 (Carrying Member) (20) -16d x 1-112 (Carrying Member - Max Nailing) US STRUCTURAL CONNECTORS� A Wok' Compa€1y Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF HOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - - (18) - 16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 - - _ _ (14) -16d (Face) (6) -16d (Joist) HTU26-2 2940 3340 3600 2175 - _ - (20)- lod(Carried Member -Max Nailing) (20) -16d (Carrying Member- Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) - 16d (Face) FL13285.35, (16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - _ _ (26) -10dx 1-112 (Carried Member- Max Nailing) (26)- 16d(Carrying Member -Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) -16d (Face) FL13285.35, (16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - - _ (12) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - - (26)- 10d (Carried Member -Max Nailing) - (26) -16d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) - 16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 _ 3410 1550 - - (14) -16d (Face) (6) -16d (Joist) SP ST'RUCTURAL. CONNECTORS* KMiTW Company - Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - (28) -16d (Face) FL13285.35, (16) - 10d (Joist) - ---__- 0921.05, -- --—s—o__--__�-- RR 25843 13116-R HHUS48 4210 4770 5140 1000 - - _ _ _ (22) -16d (Face) ' (8)-16d(loist) T10 THDH26-2 1881, FL821.75, 3915 4505 4795 2235 � - - (20) -16d (Face) (8) - 10d (Joist) D6- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - _ _ _ _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 - (20) -16d (Face) FL821.75, (8) - lOd (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 - _ _ _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 - - (36) -16d (Face) FL821.77, - (10) - 16d (Joist) RR 25779 - 13116-R HGUS28-2 7460 7460 7460 3235 - _ _ - (36) -16d (Face) (12) -16d (Joist) T13 THDH28-3 1881, 677D 7785 8025 2665 (36) - 16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28.3 7460 7460 7460 3235 - - _ _ _ (36) -16d (Face) (12) -16d (Joist) I— V S .STRUCTURAL C©i' NECTOW A MiTek° Cornpany Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4) -10d (Header) (4) -10d (Header) - T1 JUS24 LUS24 (2) -10d (Joist) (2) -10d (Joist) (4) -10d (Header) (4) - 10d (Header) - T2 JUS26 LUS26 (4) - 10d (Joist) (4) -10d (Joist) (22) -10d (Face - Face Max Nailing) (6) -16d (Carried Member- Face Mount) (6) - 10d (Face -Top Max Nailing) (6) -16d (Carried Member- Top Flange) - T3 MSH422 (6) -10d (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) - lod (Joist - Top Max Nailing) (2) -16d (Face - Top Flange) (4) - lod (Top - Top Max Nailing) (4) -16d (Top - Top Flange) (11) - I0d x 1-112 (Carried Member) (18) -16d (Face) (12) - Ad x 1-1/2 (Joist) (20) - IOd x 1-112 (Carried Member- Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) (18) -16d (Face) (14) -16d (Face) - TS THD26-2 HHUS26-2 (12) -10d (Joist) (6) -16d (Joist) (28) - 16d ( Face) (26) -10d x 1-112 (Carried Member - Max Nailing) - T6 THD28 HTU28 (16) - 10d x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member- Max Nailing) (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2 (16) - 30d (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) (12) -16d (Face) - T9 THD48 HHUS48 (16) - 10d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T11 THDH26-3 HGUS26-3 (8) - 16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) -16d (Joist) (12) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) -16d (Joist) (12) -16d (Joist) usp STRUCTURAL CONNECTOW A M!TeW Company elk, JUS24 JUS26 MSH422 N PF, THD26 THD26-2 THD28 j, Ic 1�4 THD28-2 THD46 THDH26-2 It C"T THDH26-3 ITHDH28-2 THDH28-3 w. REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@aItruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. ALTIMOVED BEARINGZONDMOR TRUSS-MODIFICAMOh9=' BREAKS: llsEaa :ipct®r n( D€a� r: rosy l.t on af:ttoan iq, PAISSItIG! DAP�tAGED PLATES: Iftrt S_S:s C lonatsI n t t a the sae, location ofttebreak W., dimes ion as reedy Gardeplatethatreeds x 1sdeiatEe-1a ,Y?SS45'eanti risv�d k µme` .1i u:n �ru:vns as need6d. 4x611 z3"I I 3x3 FP="3z3 11 3x4. 5x4`. 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