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HomeMy WebLinkAboutTrussr i A-1 ROOF TRUSSES A FLORIDA CORPORATION Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: Job XCAS65190 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: CALATLANTIC HOMES - S FL DIVISION Project Name: MASTER MODELS Lot/Block: 16 Model: 6519 C Address: Subdivision: RIVERBEND City: County: MARTIN 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/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Floor Load: 0.0 psf This package includes 88 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 shee i/ r conforms to 6]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 A0225291 A01G 3/31/17 13 A0225303 A14G 3/31/17 25 A0225315 B11 3/31/17 2 A0225292 A02 3/31/17 14 A0225304 A15G 3/31/17 26 A0225316 B12G 3/31/17 3 A0225293 A03 3/31/17 15 A0225305 601 3/31/17 27 A0225317 B13 3/31/17 4 A0225294 A04 3131/17 16 A0225306 B02 3/31117 28 A0225318 B14 3/31/17 5 A0225295 A05 3131/17 17 A0225307 B03 3/31/17 29 A0225319 B15 3/31/17 6 A0225296 A07 3131/17 18 A0225308 B04 3/31/17 30 A0225320 B16 3131/17 7 A0225297 A08 3/31/17 19 A0225309 B05 3/31/17 31 A0225321 B17 3/31/17 8 A0225298 A09 3/31/17 20 A0225310 B06 3/31/17 32 A0225322 B18G 3/31/17 9 A0225299 A10 3/31/17 21 A0225311 B07 3/31/17 33 A0225323 C01G 3/31/17 10 IA0225300 All 3/31/17 22 A0225312 B08 3/31/17 1 34 A0225324 CO2 3/31/17 11 A0225301 Al2 3131/17 23 A0225313 B09 1 3/31/17 35 A0225325 CO3 3/31/17 12 A0225302 A13 3/31/17 24 A0225314 B10 13131/17j 1 36 1 A0225326 C04. 3/31/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based,on.the parameters proyided.byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solelyfor the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be pAothor projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represe acceptance of professional engineering responsibility for the design of the Ingle ss depicted on the TDD onl .1 Q m Building Designer is responsible for and shall oordinata and review the TDDs for compatibility with their written engineering req imments. Please review all TDDs ALL related notes. PT n�N ,.., Pa e 1 of 2 0 t A4 ROOF TRUSSES A, FLORIDA CORPORATION. RE: Job XCAS6519C Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0225327 C05 3/31/17 75 A0225365 P1307 3/31/17 38 A0225328 C06 3/31/17 76 A0225366 PB08 3/31/17 39 A0225329 C07 3/31/17 77 A0225367 PB10 3/31117 40 A0225330 C08 3/31/17 78 A0225368 VM02 3/31/17 41 IA0225331 C09 3/31/17 79 A0225369 VM04 3/31/17 42 A0225332 C10G 3/31/17 80 A0225370 VM06 3/31/17 43 A0225333 CJ1 3/31/17 81 A0225371 VM07 3/31/17 44 A0225334 CJ1P 3/31/17 82 A0225372 VM08 3/31/17 45 A0225335 CJ3 3/31/17 83 A0225373 VM10 3/31/17 46 A0225336 CJ3A 3131/17 84 A0225374 VM11 3/31/17 47 A0225337 CJ3C 3/31/17 85 A0225375 VM13 3/31/17, 48 A0225338 - CJ3P '3131/17 `86 - A0225376 VM3 3131/17 49 A0225339 CJ5 3/31/17- 87 A0225377 VM3A 3/31/17 50 A0225340 CJ5A 3/31/17 88 A0225378 VM6A 3/31/17 51 A0225341 CJ5P 3/31/17 89 STDL01 STD. DETAIL 3/31/17 52 A0225342 CH 3/31/17 90 STDL02 STD. DETAIL 3/31/17 53 A0225343 D01 3/31/17 91 STDL03 STD. DETAIL 3/31/17 54 A0225344 E01 3/31/17 92 STDL04 STD. DETAIL 3/31/17 55 A0225345 E02 3/31/17 93 STDL05 STD. DETAIL 3131/17 56 A0225346 E03 3/31/17 94 STDL06 STD. DETAIL 3/31/17 57 A0225347 FG01 3/31/17 95 STDL07 STD. DETAIL 3/31/17 58 A0225348 FG02 3/31/17 96 STDL08 STD. DETAIL 3/31/17 59 A0225349 HJ5 3/31/17 97 STDL09 STD. DETAIL 3/31/17 60 A0225350 HJ5C 3/31/17 98 STDL10 STD. DETAIL 3/31/17 61 A0225351 HHP 3/31/17 99 STDL11 STD. DETAIL 3131/17 62 A0225352 HJ9 3/31/17 100 STDL12 STD. DETAIL 3131/17 63 A0225353 J5 3/31/17 101 STDL13 STD. DETAIL 3131/17 64 A0225354 J5C 3131/17 102 STDL14 STD. DETAIL 3131/17 65 IA0225355 J5G 3/31/17 103 STDL15 STD. DETAIL 3/31/17 66 IA0225356 J7P 3/31/17 104 STDL16 STD. DETAIL 3/31/17 67 A0225357 J9 3/31/17 68 A0225358 J9A 3/31/17 69 A0225359 PB01 3/31/17 70 A0225360 PB02 3/31/17 71 A0225361 PB03 3/31/17 72 IA0225362 PB04 3/31/17 73 A0225363 I P1305 3/311/17 74 IA0225364 1 PB06 3/31/17 Page 2 of 2 M Job Truss Truss Type Qty Ply A0225291 XCAS6519C A01G GABLE 1 1 Job Reference (optional) Al hcooT i russes, ron rserce, rL awavo, oe5191]La iuuss.wni ID:PU4MrygZ_tyuGVhn� ,14-0 3-10-13 7-6-3 11-11-6 , 15-10-0 , 19-8-10 , 24-1-1' 312016 MiTek Industries, Inc. Fri Mar 31 09:12:45 2017 Page 1 1-4-0 3-10-13 ' 3-7-5 4-5-3 3-10-10 ' 3-10-10 " 4-5-3 3-/-b 3-1U-14 1-4-U 4x4 = 7.00 12 1.5x4 I I Dead Load DeB. = 5/16 in 1.5x4 11 7 1.5x4 11 1.5x4 11 4x4 iX4x4 5x6 G 1.5x4 11 6 T 1.5x4 11 3x6 41, 3x4 i 5 S 29 3x4 1.5x4 II 4 110 i 3x4 T 63x41.5x4 II 5 11 ST14 1.5x4 11 2 12 1.5x4 II 2 1 n 13 E� 52 53 54 55 20 19 56 57 5859 60 18 17 61 16 62 15 63 14 64 48 = 6x6 = 6x6 = 7x10 = 3x6 = 3x4 = 3x6 = 3-10-13 7-6-3 11-11-6 15-10-0 19-8-10 24-1-13 27-9-3 31-4-8 31rs-0 3-10-13 3-7-5 4-5-0 3-10-10 3-10-10 41 3-7 6 3-7-6 0- -8 Plate Offsets (X,Y)— [2:0-4-0,0-1-11], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-3-0,0-3-0], [6:0-0-12,0-2-0], [8:0-0-12,0-2-0], [10:0-1-12,0-1-8], [11:0-1-12,13-1-8], [17:0-3-8,0-4-8], [18:0-3-0 0-4-41 [19'0-3-0 0-3-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 18-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.52 18-19 >733 240 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(TL) 0.13 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.25 18-19 >999 240 Weight: 365 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E *Except* 132: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W7,W5: 2x6 SP No.2 OTHERS 2x6 SP No.2 *Except* 01: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 1 Row at midpt 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quid - REACTIONS. (lb/size) 2 = 2995/0-8-0 (min. 0-2-8) 12 = 2129/0-8-0 (min. 0-2-8) Max Harz 2 = 414(LC 43) Max Uplift 2 =-1237(LC 8) 12 =-791(LC 9) Max Grav 2 = 2995(LC 1) 12 = 2129(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5403/2232, 3-51=-5085/2096, 4-51=-4990/2069,4-5=-3941/1578, 5-6=-3862/1594, 6-7=-2669/1159, 7-8=-2720/1169, 8-9=-2995/1211, 9-10=-3073/1196, 10-11=-3462/1300, 11-12=-3730/1357 BOT CHORD 2-52=-2012/4615, 2-53=-2023/4635, 20-53=-2023/4635, 20-54=-2023/4635, 54-55=-2023/4635, 55-56=-2023/4635, BOT CHORD 2-52=-201214615, 2-53=-2023/4635, 20-53=-2023/4635, 20-54=-2023/4635, 54-55=-2023/4635, 55-56=-2023/4635„ 19-56=-2023/4635, 19-57=-1776/4310, 57-58=-1776/4310, 58-59=-1776/4310, 18-59=-1776/4310, 18-60=-1220/3336, 17-60=-1220/3336, 17-61=-786/2587, 16-61=-786/2587, 16-62=-898/2943, 15-62=-898/2943, 15-63=-1058/3187, 14-63=-1058/3187,14-64=-1058/3187„ 12-64=-1058/3187,12-65=-1048/3171 WEBS 7-17=-1 033/2386, 8-17=-641/396, 8-16=-168/483, 10-16=-498/300, 10-1 5=-66/376, 11-15=-345/207, 11-14=0/257, 6-17=-2171/1079, 6-18=-963/2211, 4-18=-1364/778, 4-1 9=-581/1204, 3-19=-428/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left and right exposed; Lumber DOL=1.25 plate grip DOL--1.25 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 2x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable studs spaced at 1-4-0 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 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1237 lb uplift at joint 2 and 791 lb uplift at joint 12. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 213 lb down and 212 Ito up at 4-8-0 on top chord, and 258 lb down and 136 lb up at 4-8-0, 180 Ito down and 136 lb up at 6-8-12, and 180 lb down and 136 lb up at 8-8-12, and 1440 lb down and 567 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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, 7-13=-70, 2-12=-20 Concentrated Loads (lb) Vert: 51=-99(B) 54=-208(B) 56=-170(B) 57=-170(B) 59=-1440(B) Wranr-flu«@eneS«rrerca@e'1�1 i0u.npSSfl(Std!i'�vTr3M ifltlf 6GispIIIGA5fpt104riDrR'j1aCi5irraYilrb:n ierdrfuip pn..an rdred ulru!is inn hsippnebr�T4;m1@e rdiorl.Lxhe,rt.Ir�eas Sie±tlefue n!. pebn o'lmhe sMelu@e 1p4alT MTek—A,FW,s, lawd1.VTppurrs.I.Asrtn:son:,etgas{,,5r«,stsbq 4ftsMnz,yTasgmms..Mranaror@treupdcesby,Tmssymxsro:rponry.«to MI. Ntrsys—nryus.W41—rtnns.somtar.', Anthony T.Tomlw111,P.E. rrdredhsi,m Wrurreiexrb@e rtspnitiydde O.ev,Ea pads eaTn�iegedn M>raTEq png«,b@ewledd@eliw@e lx ul!irbal �efag sdrrdR4l.flxefl:nrid@rlpaur agrfi:umd@e inss,¢drral!usT«g.strge,hsbpeaued hear sSdik@snsrusb0iryd : ' #80083 @e H!Aorpsipxal6>+rAn, rlluteael eq ie@:IpC nl@s poCiasnl rri:M7ue!!sleiSqrteysenlSa!e¢ldase!wa1tS�roVfxlal lrRl nl SSrS rtndnn!e!!xflavd pila«e.lTnliefius@e«srns'kii5n nrlCfiesd@annpsg«,Tars ksireryseerzrdlnssY3efi�m,wlsn l 4451 St. Lucie Blvd. r@nmeuraryeTxacdep tgn@w, elTtltrtlbsbntrz!!prnnDtnbrealsrgl@ermAbrp«Ip«,«TmsSMearerR«o!urb7trdparadtrel«asrrusddndxnn. Fort Pierce, FL 34946 �Cappight�1416A-09aolimssas-Aathpsryi,Tam5a111,P.E. pepsadanianalihisdommeat,inapyfosm,isprp6iEhzdwa6ounhe«rineopesmissicafromA�lAsafTmsses-AnshoayT.Tamlaill;P.E. Job Truss Truss Type Qty Ply XCAS6519C A02 COMMON 10 1 A0225292 Job Reference (optional) i Root i russes, Pori Pierce, FL 34940, oesignLalrruss.com {tun: MU2u s Aug 31 Zulu mint: 8.UZU s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:46 2017 Page 1 I D:PU4MrygZ_tyuGVhnMdh2ZPyH?LO-YMALJpjb9jXLAgSEJkmF?lb7PPnDugsjE2d?gxzVTkl i1I 7-11-13 1510-0 23-8-4 31-0-0 1-4-0 7-11-13 7-10-3 7-10 4 7-3-12 7.00 12 4x6 = Dead Load Defl. = 3/8 in 1.5x4 11Pill2 1.Sx4 \\ 3 4x6 i 4 T 2 3 3x4 6 1.5x4 1 7 Rq 3x4•: 8 ��.� 9 ppc 20 21 22 11 23 24 25 10 26 27 5x6 = 5x6 = 4x8 I i 3x6 G i 114-14 20-3-3 30-8-8 11-4-14 8-10-4 10-5-5 _31-0-0 — — 0-1-8 Plate Offsets (X,Y)— [2:0-2-4,0-1-81, [4:0-3-0,Edge], [9:0-4-15,Edge], [10:0-3-0,0-3-0] [11:0-3-0 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.42 11-15 >881 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.81 11-15 >457 240 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.10 10-11 >999 240 Weight: 153 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T3: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 7-0-14 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 = 1505/0-8-0 (min.0-1-12) 9 = 1379/Mechanical Max Horz 2 = 404(LC 9) Max Uplift 2 = -510(LC 12) 9 = -449(LC 13) Max Grav 2 = 1505(LC 1) 9 = 1379(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2639/1385, 3-4=-2427/1318, 4-5=-2362/1346, 5-6=-2317/1320, 6-7=-2381/1284, 7-8=-2483/1354, 8-9=-1198/75 BOT CHORD 2-20=-1034/2117,20-21=-1034/2117, 21-22=-1034/2117,11-22=-1034/2117, 11-23=-424/1197,23-24=-424/1197, 24-25=-424/1197, 10-25=-424/1197, 10-26=-989/2044, 26-27=-989/2044, 9-27=-989/2044 WEBS 3-11=-836/665, 5-11=-484/965, 5-10=A41/884, 7-10=-773/621 WEBS 3-11=-836/665, 5-11=-484/965, 5-10=-441/884, 7-10=-773/621 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-0-2, Exterior(2) 5-0-2 to 15-10-0, Corner(3) 15-10-0 to 22-2-2 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint 2 and 449 lb uplift atjoint 9. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9'ss>y•Herse3vw�`Ttellex ga F1477T7t4tA>iitlLR'E EtpiuFifPgll NA:It,CMi([!1€k"€i!a"J,t?A95'iJ5UiXt'Iva, iulEdart{epaa�e'swat!e!te:NsaxksimsCa!r;eirnup{Ig[;w{4S Htiegl.tea»C(tEdlue¢eikrnldett nr. Czesc M'»a�Ue u�et!e3e Td,re(t kaetu:� hyesrtasavataneteain�;:at,s:�gaare,ge!q�n!rra,nt!aRiepnaeuraxu! eats,rdrzsafs{aen�3n:rawl�jwTnteb�,die,Ir�rnsi�udaaoaT3gadl, niea.iiEaeq,ma7 4xyneansr�da AnthonyT.TomboIII, P.E. xdrodNtsinntauEEstkpusutt;pttaitmfl�bms,fs=gufs ae3mi.dt�eterCeEk£rygmrysyle6eadmdtb3 �a��aiWlyd}rtu;:attslifl-i. iwyfnaddE4eT7sfea(Bet[s:edCeimL�!�qi�1%rkWeye.a!kFraasrdE�uE�j.eieGlefa¢a�{tttiT�{d 3600$3 ' 3etaNEte:ipculkebackt.iganisdaSm6aCgaei4a{nttasatgeds:mesdMEatG [aapasST.'e'r't An{i(SP{!tlis 3Ef:NueR;Emeu'anWtargeaselpilyy almasaNn3us ':mesrsltr�nOnI's lltip'!btN4 pregre .aatisk rmer,ntess 4451 St, Lune Blvd, ofmi"kgor ia(MM gerdsisa 6v.11;44e01niOnt Iti tss 7eseph{�twil CCI is R3 nNiliass,e Trrssrn leSato dm b=deg, Va7droi�easan eE txaedaa up. Coppig4l'RDIbA-IRaatitcurs-Amtaayi.ioa�6alL',P.Eieproda(fmefbisdammeatiaany lar;",isprabibited.it6oanbearhtenpeEmissianSomA-TPeaiieaEses-Aetdaayt.tactaI11:P.E Fort R.erce,R 34946 Job Truss Truss Type Qty Ply A0225293 XCAS6519C A03 HALF HIP 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com A-4-0 8-8-2 Run: 8.020 s Aug 312016 Print: 8.020 s 7.00 FIT 4x8 = 2016 MiTek Industries, Inc. Fri Mar 31 09:12:47 2017 Page 1 ,H?LO-OYkkX9jDwl fCn_l QtRHUYV7Lgp6gdKpsTiNZCNzVTkk 3x4 = 1.5x4 11 Dead Load Defl. = 5116 in tc IV � 3x8 i 1.5x4 11 3x4 = 30 11 48 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.33 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.64 9-10 >579 240 BCLL 0.0 Rep Stress In YES WB 0.82 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.10 12-16 >999 240 Weight: 197 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 133: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. WEBS 1 Row at midpt 3-10, 8-10, 4-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1370/Mechanical 2 = 1500/0-8-0 (min.0-1-12) Max Horz 2 = 548(LC 12) Max Uplift 7 = -564(LC 9) 2 = -482(LC 12) Max Grav 7 = 1370(LC 1) 2 = 1500(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/1175, 3-4=-1550/1005, 4-5=-1268/994 BOT CHORD 2-17=-1480/2188,17-18=-1480/2188, 12-18=-1480/2188, 12-19=1481/2186, 11-19= 148V2186, 10-11=-1481/2186, 8-9=0/278, 5-8=-227/679, 8-21=-984/1270, 21-22=-984/1269, 7-22=-985/1269 WEBS 3-12=0/339, 3-10=-1014/635, WEBS 3-12=0/339, 3-10=-1014/635, 4-10=-50/381, 8-10=-1021/1431, 5-7=-1721/1339 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3, Extedor(2) 5-5-3 to 30-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20 ;Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 7 and 482 Ib uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 6v e•nme r�ad; nsk+W'td 175771 i5rslur'i Emil i mIr 4i'eksssedsr lf:4F Ffl reHfVi:1(StICinM11`u�-R/iGhiF'rti fftattl{.{,f(�(�,r,{�{!F(T'�e Ft�ft4S(tFgn,TtnYl tlft4riFEis"d kdtl.il4l!fy tnhrTl(Ftid6`(Ic kt;CJ;}{tktFii�3tilF31'�k�NACt(iJN;,RIH)fIa.IFtkti;F F11x3;0ifelA'1tt!(:tY,FNifit; Anthony T. Tombo II:, P.E. r�aui'ntsinsslttFark3fa7ssntnTxsdenrwka0.eer,�Caxth m5n niyedertrxAeAF;krl,keundutl€&t8f,ttC atwLndl "Ax;mlezd iild. litq;nftld6Fl:Ctrl nrNaud3e inns.mace;iud'ukOFrtjF,kdSGr.+iurlsrmsSe¢letasstpnsiSl;et '# 80083 ' '�dt tfdiM:Wdf4fbEtkr.iAaSFFFslntd6li:bmffu;fRGY36e;IIACicsd;rccrWtnfkafii¢'tet'ilsva tlCitNfihilSiNt;f�RlStu tt/ffk(ar.d'fttrRSnl,N.lW3,ti(ldifiusd4wfiGi'W`JefIWMr90.74erTSlbiFY*yir.tltiFirl*Dy:Ae.97.1YY.Sd3d416,f4It1i 4451St. Lucie Blvd. i tlfnl45FNS(erF«T7ijNl4lEf$'Fic'FnjEi4IIr:E`ulSlit�!td.I2Ft:iSiriSlf>fFj�tX11@Ji1frY'lil; Fif 6Prntlt;tlFnfFSUll;dCflaffi2;.1„�nsndk�slasuldee[nIrEI. Fort Pierce, IL 34946 coppiglfQ 2016A-I toetiusses -Ace I.lomba ill, Pi imdarioa ollhis docomemia [hefrirea Fermissiot from A -I Raaflrecses- AalhoryLlocbo llLK Job Truss Truss Type Ory Ply XCAS6519C A04 HALF HIP 1 1 A0225294 Job Reference o tional s Row s russes, Pori Pierce, FL 34946, aessgn@aiiruss.com Run: 8.02U s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:48 2017 Page 1 ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-Uk16kVkrhKn2P7bcR9pj4jgSYDUnMIOOiL66kgzVTkj 8-4-6 17-2-0 24-0-0 31-0-0 4-6 8-9-10 6-10-0 7-0-0 7.00 FIT 7xB 11 3x4 = 2x4 11 - 13 '` 11 10 3x6 = 1.5x4 11 4x4 = 48 = 84-0 1.5x4 II m 0 M Dead Load Defl. = 114 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 0.97 Vert(LL) -0.36 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.63 11-13 >589 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.10 11-13 >999 240 Weight: 202 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 *Except* T3: 2x4 SP No.2, T1: 2x4 SP M 30 BOTCHORD 2x4 SP No.2 *Except` B3: 2x4 SP No.3 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 4-6-4 oc bracing. WEBS 1 Row at midpt 7-8, 3-11, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, m accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1375/Mechanical 2 = 1496/0-8-0 (min. 0-1-12) Max Horz 2 = 622(LC 12) Max Uplift 8 = -570(LC 9) 2 = -487(LC 12) Max Grav 8 = 1375(LC 1) 2 = 1496(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2271/1180, 3-4=-1395/808, 4-5=-1321/849, 5-6=-1125/847 BOTCHORD 2-18=-1609/2422, 13-18=-1609/2422, 13-19=-1609/2422, 12-19=-1609/2422, 11-12=-1609/2422, 6-9=-355/841, 9-21=-852/1136, 8-21=-852/1134 WEBS 3-13=0/372, 3-11 =-1 294/813, 5-11=-8/320, 9-11=-942/1379, 5-9=-262/133, 6-8=-1670/1255 WEBS 3-13=0/372, 3-11 =-1 294/813, 5-11=-8/320, 9-11=-942/1379, 5-9=-262/133, 6-8=-1670/1255 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=19ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3, Exterior(2) 5-5-3 to 30-10-4 zone; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 8 and 487 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard . Fsrei.Hrm rs;Yl:ntrndt'ifii_x ttASSSi illLi"y EEA*Js!'@x1amK!i7>Saat�dil9!q'ja;iK76.'s°EufN(�!:aa. rnfi Hyad::e^.�nsedsettrct c+2s tnn Enicrn,a;fiFE,ss6: dlkr;l.:neno�ari.kfnnnsinlEedn ss:. G,!,s4t,VW oniwhtt-0,n!7 lN4i:e:sr3n r!",Essh7ittssdla dr 166nn raii AsrT ws:t:q,Er{ie.=ura,:lecEN{i,�nnmSe:rinurtC4rrxrsrtsweaelhz.,dp,€ekus:u!gn xay egns:+47lnee;ss YhrtSe u,,nrrnsi:prJdwea!sosstr,wtn n!1 :irLs rycass+a}um,!w irmt'in, uhQ t; Anthony T. Tombo 111, P.E. sdaua?n�sinndru; Sr3farn�nrwsuegddsaews,!>3Cneftn s}<d,{WndeT hsrnv,htke a»�ba:tf,+atg;arl4±he�Ir. AvrnkrdlTN. llrylrssddtlaT;7Mnr,Ifm-!#TnsUai,Fsysz€Tc{,msei6iadxawrdhretsyfSsGia 5e2spnsae s - 600p ' 8lE:EOr;Ft;!{r..n!(warr.l.Nms WtRmdr t:Ow!!a{sxttts¢lialsPiwsasdt0.yldcyGtlarfSde'j!v''T€ans�(Sfip46s1dt!':t!nIS!Um,setr�.�tnlwmlralwa iWdlsran 3,nry,nik5tstndlhss afdeL+ss6tu�n, rssn E:iG�ynterntirt;s Nm;daUnn,wless atwainb4a,di{ airtmrlertgat 6 :Yaaplral!rutinktalnL 7,1 w 3nEteg+csxb NJ! 3, kre'alces(gaN<nTsnS'tsscnEsyiens afp Queixr, in"try0n;rzd's<esmas l+axd'nlrLl. 4451 St, facie Blvd. Co d •102016A-liaoilwsses-Ans6ce l.lomhell!,P.E to tedosiionoishisdommmt,iaaa t•im,is whibited.4hoatthentiftea ermissiaaisoteA-1bellusses-Aashaa t.Tomb llij.L Fort Pierce, FL 34946 PY er Y P Y- P P Y a v Job Truss Truss Type Qty Ply A0225295 XCAS6519C A05 HALF HIP 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. Fri Mar 31 09:12:49 2017 Page 1 ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-zxsUyriTRevvlHAp_sKydwCdHdo_5Cf9w?sfHGzVTki 7.00 12 5x8 � 2x4 11 500 = Dead Load Defl. = 5/16 in 4x4 = 3x4 = 4x4 = 4x8 = 1.5x4 II LOADING (psf) SPACING- 2 4-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.31 12-14 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.64 12-14 >580 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.07 20 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.12 12-14 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` Bl: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-1-8 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. Except: 1 Row at midpt 7-10 WEBS 1 Row at midpt 4-12, 6-10, 8-10 REACTIONS. (lb/size) 2 = 1744/0-8-0 (min. 0-2-1) 20 = 1573/Mechanical Max Horz 2 = 725(LC 12) Max Uplift 2 = -566(LC 12) 20 = -653(LC 9) Max Grav 2 = 1744(LC 1) 20 = 1573(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2810/1477, 3-4=-2638/1438, 4-5=-1651/993,5-6=-1644/1035, 6-7=-1289/957, 7-8=-1300/967, 9-16=0/292, 8-16=0/292 BOT CHORD 2-21=-2020/3016, 14-21=-2020/3016, 14-22=-169712502, 22-23=-1697/2502, 13-23=-1697/2502, 12-13=-1697/2502, 7-10=-623/669 WEBS 3-14=-496/399, 4-14=-211/621, 4-12=-1295/846, 6-12=-203/642, 10-12=-1012/1561,6-10=-429/206, 8-10=-1332/1798 WEBS 3-14=-496/399,4-14=-211/621, 4-12=-1295/846, 6-12=-203/642, 10-12=-1012/1561, 6-10=-429/206, 8-10=-1332/1798 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=19ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-12, Exterior(2) 5-5-12 to 30-6-12 zone; end vertical left exposed;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 566 lb uplift at joint 2 and 653 lb uplift at joint 20. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. LOAD CASE(S) Standard 31 3x4 = 1 20 PLATES GRIP MT20 244/190 Weight: 221 Ito FT = 0% Vkmq-r m,!s ar,Mi«dr4 da'AI SO rR�Sr>(SEti7'g Mal:TgrdSit063rg4(C:iC!§S"i7!fl'jf;ii9�,JEP:61'hE41Eitllaa�rnrtrsariEatasL•san�s;nss Css"raEn�hpslCF;ail6s:sNn;l.taeca6.riU!n}auSkettd}a}st. �Esaa�.�iraaaKNn�itC,al: !fi`}4;}Siik(p ES 3W;E1n%1d tk lCp4knrd lSlT;aia at: Sh{iaan{e.,SpaGsh; iFgteeE;te srFaa LglCPnpauYEaraEpw}s Rt ra!ns uEl!gae}61�sfas i!ctta katesiPa4firElgbbnt itpslt4tetu Fi6ah, �Nitl I. v4Gt}i tl44tpt�!.Ifl:2J iFG.`aFf, iiiiil-1-,E A thony T. Torribo III' P.E. rinE a'�slnsthrurLldyRoaacptsti4tc.d@}O4eeE,&Q•eah admirdyedutle U.14:11r.'N r.,WW dWilf'o VW"s d1r"e pbWRI1.fd-h hrau{EuiUtV # 80083 ' itr:14i6JEif"i,^6ltifnilN.r,Pbi'IiSdEt}6�tT.g@{62jSS.7't96it+Si3A6tl1tt2S i taCf�EGid3�YialYSia4lr��tE{lii' 1tIII RlstaViRiEmaRlrC,pR!Tl0b£:4MlPiSp4tial .(TR,.W—AftM,es, 44,115t.LudeBlvd. a2}Enn#:utihlata};itlr,.erlREag4itlbgE}d;rar esisaitr4 Tta1}ss Pesiptiritsn98iiE 4FbrCEs,rrostSiskate5ientdsr ir[tap. A uTAsudgcs anatt`slalrti. Fort Pierce, FL 34946 Zt lepyrigtiQ2016A-Ifoofiietses-AmEeayi.iom6nIII, P.E bproduttionelthisdaEnmeayinanyrem is pmbibadviSbna[be waicenpermissioehomA-1Rod hosses-Amheg7,Tomholll:P.E Job Truss Truss Type Qty Ply XCAS6519C A07 JACK -CLOSED 7 1 A02252915 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. Fri Mar 31 09:12:51 2017 Page 1 ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-vJ_EMXnkzF9dGbKB6HMQiLIOLQX3Z5KSOJLmL8zVTkg 1�4-p 6-10-14 14-2-9 21-5-10 4 6-10-14 7-3-11 7-3-1 7.00 12 3x8 = 6 3x4 3x4 : T 5 41 3x4 = 4i 1 E' to 3x4 G 3 4 5� 3x4 ,N 2 1.Sx4 11 v 1 j � i € 1 2 111 15 3x4 = .a `t 16 9 17 8 18 19 20 7 44 = 1.5x4 II 5x6 = 44 = 6-10-14 14-2-9 21-2-2 21-5-10 LOADING(psf) SPACING- 2-4-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.21 7-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.36 7-8 >721 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.07 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.07 8-9 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 01: 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (4-8-4 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. WEBS 1 Row at midpt 6-11, 3-8, 5-7 REACTIONS. (lb/size) 2 = 1250/0-8-0 (min. 0-1-8) 15 = 1067/Mechanical Max Horz 2 = 862(LC 12) Max Uplift 2 = -296(LC 12) 15 = -676(LC 12) Max Grav 2 = 1250(LC 1) 15 = 1067(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1660/399, 3-4=-955/107, 4-5=-685/130, 7-11=-712/1274, 6-11=-712/1274 BOT CHORD 2-16=-1256/2031, 9-16=-1256/2031, 9-17=-1256/2031, 8-17=-1256/2031, 8-18=-648/1046,18-19=-648/1046, 19-20=-648/1046,7-20=-648/1046 WEBS 3-9=0/355, 3-8=-1115/694, 5-8=-245/724, 5-7=-1543/956 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,- h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3, Extedor(2) 5-5-3 to 21-0-6 zone; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) : This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 2 and 676 lb uplift at joint 15. 7) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 153 lb FT = 0% - .. ifu;•ntWl'vr„,lMt?<dl°bdlui ilp$$a�$EIS'y(2S$}S('[ty$6ieB.ii�4$1}}FL�i�i7!Irl:'.Sri��:l:rdi�'115R.rttdrdlC{£t6:¢t;f:[S'�IFI{W1t5f4134 iRif$.YiJltiWi6it1$jC$LtitlStS§F.14G397wtf.lt!gn[f$¢MEJrtn BSL ImESS KH�M;Je SlStep'�Bi�, nlj !!IlhtttH7#§V""ff1t4=Ni5!A(n GtICEUNnW. I.tT9Sf'rtS Et$Ultl1:.6 tFEiiJc'tji:tttp¢S Sed itWJFGAniUN^ri!ri>.tt�3s:SiRlfiEtt;•.:eafleepulria§;ts§:ts:+'ctkt k0p@5e 5iFgttian5itp edride l3ffrih,alnittd, hrhstpvsSnpKzMlntz§:ut6sts,s �t!(; Anthony T. Tombo Ilf, P.E. xene a'65t rnnMueh ntan;<u;dinedtS..staJ,ls:Ccet{tW'wutly;WWRe 6ilup3t5iptt,bhesaz`sns'ftt 1(,�t4,tsa lurdlatiga:eadlill. ibgaEJdd16v 1'.puf W§5eN ,fd FrstLui rc92;m�& .stage,aJtGuiatrl6txs$skvChetarutpatA$i3§tt 380083 ' 'dt hs`6B§flsl,rWd(itMEW, is Wif Sd W141ClnOfvtW§SRt;ti�§tiJ°tlt5tt ftiu,iii§(ICpA u$dff '8i th3Ht}i$h(B$rtft?d$tiflttSSi:361t1t(lltB[t�(n§EE!'dj:1LeB4.$ihi arOlSdEtlifFdSW:tlt}Wld•',�e3A•Pub 125S iE5Y§64i,tf{n ik4r66§>it(He ettiS A:�dBds%t(.WIWS 44,115t. Lurie Blvd. tlfta5cehalt4§ a ferF rBtef qtt M tr5i51lreCtatlW atchrt Fheltns 6tdg5& b A1I h Saider2Wytx,e: i3n$rsmtSEgitrs dcyhttit§, l7u§d>:ted•J<.c;af ut:9etlh IE6I. Fort Pierce, FL 34946 Lond2hlQ2016k1Reaillum-1101hnayLlomho111,Ubpadudionotihisdoamtas.inanyLm,isprabitlltd.iiheullhenrirenpefmissioattomklteenartsts-lwlhecyl.Iembeill,K Job Truss Truss Type Qty Ply A0225297 XCAS6519C A08 JACK -CLOSED 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:51 2017 Page 1 I D: PU4 MzygZ_tyu GVh n Mdh2ZPyH?LO-vJ_EMXnkzF9dGbKB6 H M Qi Ll_nQZ6Z73 S OJLmLBzVTkg 1-4 p 6-10-14 14-2-9 21-5-10 �4 6-10-14 7-3-11 7-3-1 7.00 12 3x8 = 3x4 i3x4 -i 4 581113x4 = 3x4 3 4 3x4 = 1 W2 1.5x4 II 1 in 3x4 1 2 �{115to � it 16 9 17 8 18 19 20 7 4x4 = 1.5x4 II 5x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.21 7-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.34 7-8 >763 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 15 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -MS Wind(LL) 0.06 8-9 >999 240 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* W5: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 01: 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 5-5-3 oc bracing. WEBS 1 Row at midpt 6-11, 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1072/0-8-0 (min. 0-1-8) 15 = 915/Mechanical Max Horz 2 = 766(LC 12) Max Uplift 2 = -271(LC 12) 15 = -608(LC 12) Max Grav 2 = 1072(LC 1) 15 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1422/363, 3-4=-819/101, 4-5=-587/120, 7-11=-641/1117, 6-11 =-641/1117 BOT CHORD 2-16=-1122/1778,9-16=-1122/1778, 9-17=-1122/1778,8-17=-1122/1778, 8-18=-581/918, 18-19=-581/918, 19-20=-581/918, 7-20=-581/918 WEBS 3-9=0/332, 3-8=-973/618, 5-8=-221/629, 5-7=-1356/858 WEBS 3-9=0/332, 3-8=-973/618, 5-8=-221/629, 5-7=-1356/858 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3, Exterior(2) 5-5-3 to 21-0-6 zone; end vertical left . exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,,with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 608 lb uplift at joint 15. 7) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. = 118 in PLATES GRIP MT20 244/190 Weight: 152 lb FT = 0% sisrds;•Rere�txi}uliex dr't•lriitAS'x'>i Efttk'y E�Tts!Rtu:LEOl�iik]tSr4:IJp{'}u!gjFEU7k':i3E�otli'hm,sefilrrec}ra.+ns edretfadn�lYs inss C;aprs+iq}1C:jWGe#iks}I.IesixFJ.l:.kh:unS2eAtdrene Ca:nso?ssr�e fi~e!tt@e R9,nl) Yiielscma }Iasil:MknNfu He lCRdkm5i ksiL�ss.ast,&}oani-a,S}eCx)ry&{�aesr9e srYsiarTGPnAauat aaa;uP>adlEahahf:.m)mQan 4}se;}enti5}k:hettdastfie sn}isTasf ispimd�f^.tTSCi!),r,ain lilt.'.'iehsi]enuspa;,Fa�s}ttxtsksrlitt.3; Anthony T. Tonfbo Ill, P.E. sdensidttTnn)anit*iigim,nS1.0co9&aOw" 6a0aats 160M,1Wader a}7es }us hhea sEx"IkaQf,St6;tx€tiklud tx:la}a}-aa'711. ruypesdddeT3AMa}Seu:ud3e 5ate.xs's}ugbad nkttarcg,'s<LF:aea adheEq t}aElaherxsµs:aii 3}d 360083 ' iaErsrbsy:esi�ao}fitnihrlirdrsataedepCath?}rJsesat}oils:nesdfinfa�ssj(a-}us^Sds.'}Mzssaeei!(Sriiti1593:Sj)P)GISiBItIP}!fE4[!d}M}69d'a)iFea�F,M4 4451 5t. Lucie Blvd. e E(?RItE9FlthireL^YSTjttd4}fII 641:U?]EY ali}&11tSlfthaE. ]ftT!SS ]ifapfa S: �5 ��r6af}LYLj93'aa reff5)f57aLlfFfiEaf: i)Q)t1 P.j.26R}HLQtEiiiCStn Gt'°..S:d}�i )}W. Fort Pierce, FL 34946 ropyrigti02016Uloollaessu-Ambey/.TomboIl1,P.E. ReptodeakoOf0isdommeoyiacoy hm,isprobCitedrilbomIke wri)seapermission homA-1lodirsssts-AnIhayl.TocboIII: P.L Job Truss Truss Type Qty Ply XCAS6519C A09 HALF HIP 1 1 A0225298 Job Reference o tional Al roof Trusses, Fort Pierce, FL 34946, eesignLaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:52 2017 Page 1 I D:PU4Mzyg;UyuGVhnMdh2ZPyH?LO-NVXdatnMkZHUulvOg?tfFZgAvggMldfbdz4KtbzVTkf �1 4 p 6-6-5 12-9-3 19-0-0 ,21-5-1q -0 fi-6-5 6-2-13 6-2-13 2T- 0 7.00 F12 4x4 = 5x10 = Dead Load Defl. = 5/16 in 9 "8 4x4 = 3x4 = 5x6 WB= 1.5x4 II 3x8 =21-5-10 9-2-12 19-0-0 21-2-2 9-2-12 9-9-0 2-2-2 0-3-8 Plate Offsets (X,Y)— f6:0-2-4,0-2-01, (7:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.40 9-11 >650 360 MT20 244/190 TCDL '15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.70 9-11 >369 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.05 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 11-16 >999 240 Weight: 169 lb FT = 0% LUMBER - TOP CHORD 2x4 SP Nc.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 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Raw at midpt 7-13, 5-9, 6-9, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1073/0-8-0 (min.0-1-8) 17 = 914/Mechanical Max Horz 2 = 690(LC 12) Max Uplift 2 = -299(LC 12) 17 = -523(LC 12) Max Grav 2 = 1073(LC 1) 17 = 914(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1403/377,3-1B=-1284/393, 3-19=-1208/358, 4-19=-1162/361, 4-5=-1122/377, 5-6=-347/49, 6-7=-273/154 BOT CHORD 2-20=-1004/1751,11-20=-1004/1751, 11-21=-634/1034, 10-21=-634/1034, 10-22=-634/1034,9-22=-634/1034 WEBS 3-11=-638/450, 5-11=-300/794, 5-9=-11681733, 6-9=-287/296, 7-9=-743/1349 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Intedor(1) 5-5-3 to 19-M, Exterior(2) 19-0-0 to 21-0-6 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2 and 523 lb uplift at joint 17. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard .... ii=1.11"Sl �stt'Pylf'' (t!MS1ES�{I LV1MZrSWErif�-M'Ta{14 tQ�. ;St�11l �t�![I�d:[taw(�7.%t{�iJq.tttiYdtL'dEfC➢e•:'!t[44rtf{Sd35i1113f334 elila [yt�1Y(tl[t W{ StAa,, 11,kV.e1by'SSS, W16M OL MIS ew4isa Iced ISSISTt{.lr tSiiet;c dxt'.:is:k'kn!i6!betC@knnlSialne:ty &qu!o{=y acaigigme:i;. is srfnsgl6Rmtnrs«asrulta{ eirekt zad r{aeniet:rtcat�C@t�katnipyf6r ngilLntisld!iaa(:t 130att,utn SFH. iva r}aas,+al�a:, tx a �as,s desu-`,r Anthony T. Tombo III, P.E. sd3ud61sinctla anerJd�utan;lttstlrErktl �.eer, Csxsfra fitairxda;eatatL la'ivy 7a:tixyl36sra¢ teidE2f,Rt 8,'aup hudE dtt::�ad;Ftt. Tketptrddlhl ai utSd?rtd t'n:t,.0 die9SsSat,shrcle,afl¢[6�.z�dlret si lefitrxyufifi d - 60083 ' of EiT{LL'i0SI,2S!WS{I3nt FL i�t 271i ad&i 6�11+6Q{�t(�i.'JS ta{stldS`JBSS'i118 tCtd.'.LJ{4:SYfiF`Sd.<(t (Sdli:O!,S{St�(Vttlfi?def ilt i£d$i:{qi id!!fNSdill,CS:I�fiAdfll t. lei dE!IitS lrtipC82 `A/i Rdt113941:StR55 �tEGpfSi1J31litt atFa.Wft G{iRiS Y2r✓SQati,Fd05f 4451 St, LUde 6lVd, vh!eea{raaedNt a fryardosa h+natyEYdaattes saahrA iSA ns03stptepxa it KJI ie tdleR;tEstEy„mi�asSnbr EESiaeet dgfesinR d>'¢ttla:nedrrssan aat�el etlWl. to r tI02616 A-1 toafitasei-Antba l.lombo III, P.L Pe mdatflon ofthis dommeat. in an ftm, is mhibited.ahout the wtinen erelssioafromA-1 Rootimssas-Amhee l.lem6o 11L P.E Fort Pierce, i•7. 34445 PY<g Y P Y' P P Y 4- Job Truss Truss Type Qty Ply A0225299 XCAS6519C A10 HALF HIP 1 1 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. Fri Mar 31 09:12:53 2017 Page 1 I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-ri5?nDo_VtQLVvUaDiOunmNKrECtl3ElydgtQl zVTke 14- 8-16 17-0-0 21-5-10 8-10-11 4-5-10 7.00 12 7x6 �- 6x8 = X4 = o FT w a r 3x6 = 1.5x4 11 4x4 = 3x8 = 1.5x4 11 17 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.33 8-10 >780 360 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.57 8-10 >454 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.06 16 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.06 10-15 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x6 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1 Row at midpt 6-12, 3-8. 5-8, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1074/0-8-0 (min.0-1-8) 16 = 912/Mechanical Max Horz 2 = 612(LC 12) Max Uplift 2 = -326(LC 12) 16 = -442(LC 12) Max Gray, 2 = 1074(LC 1) 16 = 912(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1386/447, 17-18=-1264/466, 3-18=-1252/469, 3-4=-584/118, 4-5=-413/159, 5-6=-492/299 BOTCHORD 2-19=-969/1643, 10-19=-969/1643, 10-20=-969/1643, 9-20=-969/1643, 8-9=-969/1643 WEBS 3-10=01377, 3-8=-1296/752, 5-8=-387/415, 6-8=-732/1218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Interior(1) 5-5-3 to 17-0-0, Exterior(2) 17-0-0 to 21-0-6 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus O' 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 442 Ib uplift at joint 16. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. = 1/4 in PLATES GRIP MT20 244/190 Weight: 153 lb FT = 0% ;•veers[[ek�n:kIssunosuTStu�yPgouttwuRszr smTw!{cTa�sa�� Dcu_mm�+ a r,oad[is;retw,5n 1-n DIi,ckie€,ct :mFT.!e�eocam:�ssmkd;[a[.te;c „e [ia[X-11 !{[!ir:[SAtin[PF1fS S5Y�it Pf Nd Sir lCiphnSl.SSttaff vd'Jjilt(h[n {!.4I(t4'L!�J7jRti(�Q[[[ [IWJTPI nifHt i[k :IdG[iE'�Si:!i[il Mgiltiilfg5t:([fikCii M.fid1� sitAidf.51[j![T[p311f1a[P�WT'JDRi!, 4LN IFrI. !s[e,np rss pax. r>z4:tecknc, s+rdl ,felony T. Tombo l::, P.E. u4t491Isftl[:tr,2tR Mailazdtefiryar:[zJ;f{I.TuNlrurlddel;R¢[ulSedaxd3tTly.5.3r!Niyl.,s6n1[,x:UlauosdMa^y 5ke41trxaytt9tF.1Fv8�QS3 ' }W'A[)Ct31p!rulru[Rhr.Alias id utW1itl:D.iiW45M nr[n➢ndlPI—!p%Ym11i-!Was fkltif3L'1,'".!11'A3[Brift f&T—C'sir, fait DK?n up—( s`FAftiGdt5[ 4451 St. Lude Blvd, aSnb(n bruedis¢rttcMtNRNnerUiagkr [Cga5t5 rated Tt[T;nSs DesSp@rn[saiDl le Gamgt[s'gaa,[*Tnairst[a Eeyne[rdaq ef[tiq, tD3ryAdatd's;c5mcdfeelnlrFl. � Fort Pierce, FL 34945 Lnpyrigtlr�i816A-lieofT>Fises-An@ocy/.lem6oIII,P.E iepmdadioneitiisdammeol,inoayl.5s,isprokibited.ako-anheerireope[mis5iosbemA-tiao{Tresses-Aa!hc�pl.leulolll,P.E Job Truss Truss Type Qty Ply XCAS6519C All HALF HIP 1 1 A0225300 Job Reference (optional) ! scooi f russes, Fort Pierce, FL 34e46, eesign@aluuss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:55 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-n4DICugE1Ug31CezL7RMtBSi42uhV_k2JxJ_UwzVTkc 11-4-Q 6-7-12 15-0-0 21-5-10 i 4 6-7-12 8 4-5 6-5-10 7x10 MT20HSi 7.00 12 5x6 = lu -_ — 8 _— _. 7 3x4 = 1.5x4 II 3x4 = 3x4 = 21 3x4 = Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.30 8-10 >869 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.51 8-10 >499 . 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.07 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.07 8-10 >999 240 Weight: 142 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except` T3: 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-7-10 oc bracing. WEBS 1 Row at midpt 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1067/0-8-0 (min. 0-1-8) 16 = 919/Mechanical Max Horz 2 = 542(LC 12) Max Uplift 2 = -332(LC 12) 16 = -380(LC 12) Max Grav 2 = 1067(LC 1) 16 = 919(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1545/617,3-17=-1461/623, 3A=-750/264, 4-5=-610/295, 7-12=-536/962, 6-12=-536/962 BOTCHORD 2-18=-1065/1766, 10-18=-1065/1766, 10-19=-106511766, 9-19=-1065/1766, 8-9=-1065/1766, 8-20=-416/680, 20-21=-416/680, 7-21=-416/680 WEBS 3-10=0/352, 3-8=-1208/718, 5-8=-215/660, 5-7=-1106/669 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Interior(1) 5-5-3 to 15-0-0, Exterior(2) 15-0-0 to 21-0-6 zone; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 lb uplift at joint 2 and 380 lb uplift at joint 16. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 2t6astr.PNtst �ttrv�Jr,e!NiBE A,nlrnas ,tsuatr^�aaau1t'Iv-1 mcrgDs {omxmfuADG,SDDY}�rtitm, rHar dr!{tr:32Clfittalt![tif+itth,f rfi„ Dtdatrrottr(IeD,dtle F,sit; T.?tsro�,rl.urnme stenaaHt n}, r�n}�l.;ft r�tat:strDD,en, Yirfltnse,MFNys s6x,klE?[Nl St ID}N§t rlGi 0.}tT.litW:�rE:s{Nmyy tElRr«;i;roj,@l srdtt l7lQAleY, etc�lrasa}TSixt r: RtRfhft:tul}gweerup;tiriti iE,Y,taW[nigtd6tsN�ttLni t^rkhdieGtf7Dt[tr,q{H)IN,Tkhslrt ssi.t}�:t, ltxtr �iu;xttirs raw+{ Anthony T. Tombo 111, P.E. SOattt d9k GfIS EHM�14511i:f}tfiri49llbNai dlD H,&lDCXf E891ttatrttltt,4tr dtirDnlrx,Nkrll:.tsEs`Nt i✓l Qttlr LilEiltl it Gaa.Falft<r}tl. TkypFlddl6lr;awf07atCd F.E I Iasi, �l!t(itrASd:A,fNit k+.Nrffid#dd161 'S{EC{t Yif t}yPtt.f}1:1a a 80083 t rG;aUailfi',ttii{t}dtf�l.:�Hl15HEdbitl r:D@E iHa(kT:!!!@(('dalalfSLrltl iArEOr(iCr11+'�rdfYi3A2�9tH iT(jh�$IIf)?aa{irrtiaiv6tlllti}Iltt.�a}itrPSSRE£.IaEKC Tni ai�lSt RiprsdiYatlad#dii}}!fil rnss Ptraalt; iron P!};et reratfr to{Trt;lacilAlSSr,Ext}s} �§Ht(NadNfayt{ta�isli�ed �EFN'fii:iq]rtfCriYiiSY.iti!N,;Et1�hS}D}5ir{[t'EfAtHli b31 $E i5w[144 KIIL„&rtiSit}hpfE{Ne!'{!N(ttLE11j. A: RfB£ilSa;fiGl IXltl a!$EtapQ(•a, 44Jc1,St. r.1141e 61Yd, to righ02DIdA-lraoilressts-Amboe l.lombolll,Pi ie ndatt Fort Pierce, FL 34946 PY D y pi oeailbisdatnmeni.inooyrarm>isprobbittd.itbooE lbawrittenpermissitcUemA-1Naotlrosses•Ambesyl.lambolli;P.E Job Truss Truss Type Qty Ply A0225301 XCAS6519C Al2 HALF HIP 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x4 = 1.5x4 11 3x4 = 3x6 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MI I ek Industries, Inc. Fri Mar 31 09:12:55 20i / 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-n4DICugE1Ug31CezL7RMtBSkf2vyV??2JxJ_Utn 7.00 12 4x6 3x4 = 5x6 = 3x4 = r; 3x4 = 17 0 Y 3x8 = 13-0-0 21-2-2 21,5-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.27 8-10 >935 360 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.43 8-10 >593 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.05 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 10-11 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 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 4-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 1 Row at midpt 3-10, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1064/0-8-0 (min.0-1-8) 17 = 922/Mechanical Max Horz 2 = 470(LC 12) Max Uplift 2 = -335(LC 12) 17 = -368(LC 9) Max Grav 2 = 1064(LC 1) 17 = 922(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1652f731,3-18=-1584/748, 3-4=-913/392, 4-5=-811 /427, 5-6=-827/506, 8-13=-547/901, 7-13=-547/901 BOT CHORD 2-19=-1118/1813, 11-19=-111811813, 11-20=-1118/1813, 10-20=-1118/1813, 9-10=-335/490, 9-21=-335/490, 21-22=-335/490, 22-23=-335/490, 8-23=-335/490 WEBS 3-11=01318, 3-10=-1067/659, 6-8=-935/651, 6-10=-388/737 WEBS 3-11=0/318, 3-10=-1067/659, 6-8=-935/651, 6-10=-388/737 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=17ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-2, Interior(1) 5-5-2 to 13-0-0, Exterior(2) 13-0-0 to 21-0-6 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any,other live loads. 5) + This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 2 and 368 lb uplift at joint 17. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. =118 in PLATES GRIP MT20 244/190 Weight: 143 lb FT = 0% ' � � fiass3�Fiuse�!�ltntk€6t'41r?k R4SvT(SELLi"k FFILLtE'dt!E;6tC5:ffd1SSESIWiF°t-iifti115S9k��ih7'krn. radr4tu.patnet!ei*i«<tt�,KaGzs inn ieA,�::s€f+i{lPf;uik!ltNEn,1.Is�N,t£Se!e:trf UrCEtfe:ene. gifts ek«€in �edu3t R4,ult 8i tl.ts:rke jt:Esffu9kn:dh+l'x 1G4pknra iinnNi7fiS my^..y¢wthJigic!ep»t seP:usr77FPnutua:aatpaa GSP•ta-ecd:gnetikynqus3i6j kc 6rt!ct.tftiesa;iLrsi i!pt!MAEt136ea(`.!stst lifl.`.k t:uPnx:po7s:,ku"7�l,:ieyis.Td Anthony T. Tombo III, P.E. aduef!kis innkrnri&ajvaerYSuaiChxN.vsu,6aC.sds rturdipWu9aEziug7esip,urxn..+eAd df �(,�.t4"ain.Irdling:a.ead;741. 11aHgrmitl dlkl:Atd arueli.tdkt iniLai?digss?uy ita«P,a2>fiemslheejfScCh. rxn!pu4Si_7(d 380083 f $ikffi3jti9M.1fffi«fA,Aq". SSOWAfltt;66tfMJrf>SiIS¢f�}i'VtSif. MEV2 GSf,1e"WI.ihdNS�4tli($Ijrttltlk�{p rtrASt:IU/it(!IW.i' (ffipfEPtfy^1.iA.'RliLttt<. ssknijusik.A:!Stdin'59kttS0S9;iPi4j0.t;Itii?@iwF4ftw.4TSi54Y.isdaff,Jat � 4451 St. Lucie Blvd. ::tEitjit tfEQtr Sj i tCfJtly etlgn k ;Ttgjk[�lifii4,€fthtr, ttfl'i5S6tNj)tf]k{f; IS N91$, ri Jifsotti v r,iS:iSf!mrEs¢ttt�tYYler{kp, r mjiw:'rtrreesM G t>kkfi nuu, � Fot[ Pierce, FL 34946 [epoSbi02016A-18nn1tictses-Amkneyl.lamEoIII,P,E Ptptoduniondthisdomment,inunyfum,ispm6ibitrd+itkauiiheurirenptrmissmcttomA-1ReatTmsses-AalEnnyl.ioc6aN:P.E { Job Truss Truss Type Qty Ply XCAS6519C A13 HALF HIP:: 1 1 A0225302 Al R—fTnesses Fort Piorrp PI g4QA6 !to�r,.on�{r.,,« �.,,., o,..... t,ri„ _ A. Job Reference . ti . . __---_____,._._._, ___.�..�_.................,..,,,..,..,.,sr,..y,,<�wr,un.o.ucu arsu9— ZU10 MIIeK If10l15Ine5, Inc. rn Marrii 09:i2:5ti 201/Page' ID:PU4Mzyg4_tyuGVhnMdh2ZPyH?LO-FHn7QEgs000wMMD9vgybPP?uJRC7ETCBXb2X1MzVTkI F14-0, 6-0-10 11-0-0 16-1-1 21-5-10 1-4-0' 6-0-10 4-11-7 5-1-1 5 4-9 3x4 = 4x4 = Dead Load DeFl. = 5/16 in 3x4 = 5x6 = I i I� j 3x8 = 3x4 = 4x4 = 4x4 = 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 0.73 Vert(LL) -0.51 7-9 >507 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.82 7-9 >314 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) -0.04 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.05 9-14 >999 240 Weight: 129 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' B1: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1073/0-8-0 (min. 0-1-8) 15 = 913/Mechanical Max Horz 2 = 398(LC 12) Max Uplift 2 = -333(LC 12) 15 = -366(LC 9) Max Grav 2 = 1073(LC 1) 15 = 913(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1407f724,16-17=-13681735, 3-17=-1332f749, 3-4=-1039/564, 4-5=-942/568, 7-11=-509/805, 6-11=-509/805 BOT CHORD 2-19=-988/1481,9-19=-988/1481, 8-9=-460/621, 8-20=-460/621, 20-21=-460/621, 7-21=-460/621 WEBS 3-9=-653/505, 5-9=-224/530, 5-7=-906/689 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-0-9. Interior(1) 5-0-9 to 11-0-0, Exterior(2) 11-0-0 to 20-0-5 zone; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 2 and 366 lb uplift at joint 15. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Saaq-Fletsemro;Yl re!kx &e F t FittDSLs(sE(trJ'tf,piYs!'tt416tDG6rDRtE11C#1{'.8!�F.1K1eii f3t,-'YI'4!a, ttetedccle tcfzeY!sc¢itee(esksteVTs!Nil6!apNS�eniilDC}ezi s f#en, t.!eciam,ft.6"xnnAtetEefm est, hostFmist sk4.91'-Krdt 14i r4etnrJmy::rt ste;kas#fn 6t lC{teNre5i. 4strn:t9a:pFqumi a, t J :tejLe se tt MIGDtesosr„,fnz!fe!pudlt••Fh'et:'tuli€jmndrnqusd5.y 5s rsettUgetl6es�,txlerss i!p:IdmEt C:Dntp utt,7fN. itrkge nt^syxs t!tes,sr)etin, - Anthony T. Tombo III, P.E. rdrsr+!Bh rn;!tKo.Atdelnwtt;toesiC;r(kll•:sns,t»CathudyWerAeExDuirya,Nrxrx; lt4eFl(,de RCW>rirdda;L:y:ta sllFillkgpt,ddlStlaotdutD!ta.,:dDt[ns,,.t��€�9nt&cayt,:arr�w�esr«sseDkcer„p.,tv�t�! 80083 ' costa`.2in3e;ty+nssifeWt�sc:7mssntasdRel'tat4airteus�tn#°utsXMl:ctG^pa!r5i:jtiarnmaRtSiFeti,sat3kt,NefL;anrrterattifwtrssAlurt. Rllis!rses3rns7se.wtsxultn!st;tat6 ssDm�hr,irsnhs®drantet;n;ske7¢4nv,wesc gASt St, tune Blvd. tAstakrfibaei4ytrtn drtetlttsebnll heDra�nuttle!L ipeLnsDesipk�atxuXO!§l tnag2tdgx,drasSsstenbytaee; atm8¢Dlup, lT�ilYztl�flmsmut naatttl. Fart1St, 1ud Blvd. fopyrfgblffi2DI6A-ltealtsasses-Ambnayl.lombo111,P.L depmdas6ond1b"sdammem,inany rasm,ispra6ibiied.itboat The wrieeepermissieetromA-lRootTrusts -AnkayMmkoltl,P.t.34946 Job Truss Truss Type Qty Ply A0225303 XCAS6519C A14G Half Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, I-L 34946, destgn(ooaltruss.com Kun: MUM S AUg Jl Luia F'nni: o.uzu s Hug J t GU 10 Will UK Ir1UUSUlub, 111U. rll IvIdl J I uo. 14.ue Lu It rdyU 4x8 = 4x6 = Dead Load Defl. = 3/16 in 46 = 2x4 11 7x6 = MID = 6x8 = 5x6 11 15-T-8 LOADING (psf) SPACING- 2-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.72 Vert(LL) -0.10 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.30 8-10 >870 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.08 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.18 8-10 >999 240 Weight: 153 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T2: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* 132: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W6,W5: 2x4 SP No.2 OTHERS 2x6 SP No.2 `Except* 01: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 1 Row at micipt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uid- REACTIONS. (lb/size) 2 = 2276/0-8-0 (min. 0-2-11) 16 = 2834/0-3-8 (min. 0-1-8) Max Harz 2 = 366(LC 8) Max Uplift 2 = -1217(LC 8) 16 = -1670(LC 5) Max Grav 2 = 2276(LC 1) 16 = 2834(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3997/2162, 3-4=-3672/2069, 4-17=-2643/1555, 17-18=-2643/1555, 18-19=-2643/1555, 5-19=-2643/1555, 5-20=-2643/1555, 20-21=-2643/1555, 21-22=-2643/1555, 6-22=-2643/1555, 7-13=-203/479, 6-13=-203/479 BOT CHORD 2-23=-2093/3401, 2-24=-2105/3418, 11-24=-2105/3418,11-25=-2105/3418, 10-25=-2105/3418, 9-10=-1887/3149, BOTCHORD 2-23=-2093/3401, 2-24=-2105/3418, 11-24=-2105/3418,11-25=-2105/3418, 10-25=-2105/3418, 9-10=-1887/3149, 9-26=-188713149, 26-27=-1887/3149, 27-28=1 1887/3149, 8-28=-1887/3149, 8-29=-196/321,29-30=-196/321, 30-31=-196/321, 31-32=-196/321, 7-32=-196/321 WEBS 3-11=-37/289, 3-10=-498/408, 4-10=-1065/1830, 4-8=-654/476, 5-8=-652/605, 6-8=-1835/3135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving Load; #1001 10th Moving Load; #1101 11th Moving Load. 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 atjoint(s) 16 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 1217 Ib uplift at joint 2 and 1670 Ib uplift at joint 16. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)156 Ib down and 118 Ib up at 11-0-12, 156 Ib down and 118 Its up at 13-0-12, 156 Ib down and 118 Ib up at 15-0-12, 156 Its down and 118 Its up at 17-0-12, and 156 Ib down and 118 Ib up at 19-0-12, and 151 Ib down and 119 Ib up at 20-3-12 on top chord, and 1258 Ib down and 863 lb up at 9-0-0, 264 Ib down and 143 Ib up at 11-0-12, 264 Ib down and 143 Ib up at 13-0-12, 264 Ib down and 143 Ib up at 15-0-12, 264 Ib down and 143 Ib up at 17-0-12, and 264 Ib down and 143 Ib up at 19-0-12, and 265 Ib down and 142 Ib up at 20-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 (plo Vert: 1-4=-70, 4-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 9=-262(F) 1 0=-1 258(F) 17=-47(F) 18=-47(F) 19=-47(F) 20=-47(F) 21=-47(F) 22=-50(F) 27=-262(F) 28=-262(F) 29=-262(F) 31=-262(F) 32=-264(F) esauq-nwnwerttgrt.a•ee'iams!nests!se�r Zesu musscnrmmr;nrau'UTX)raseme corb.u:e;e<,in�r_dn!�t,ess mm,�e;, ra„e:si=�on. pn;wnredmrr.tr:ta ©,et.rro�—Swndwaw. wr„ ae rddnneno.aett Wick,rm!mrdda s�iknet@ra,TNlUd:G lsaimse:sg 6rn:nO.e,dremiy 6tia:e4tl:,�no�r4„yrtuesmsrrlt!n!dn!tnt;s.wde!rn:,,ugrnpw,ne sr6; mraodinkof,tree; rermdnnetoaedf,niatulfaer<!ipnn�fuxs,!aernt mrrcrss,umsaar Anthony T. Tombo III, P.E. m'nadnnLn,Wr mrtdN:se lane mpnn:Iigd6eanw,fg ondso>nor6erey!+'un:kilfn Oaigrr,Mtle udeddn10Ltlelxalfsstasi zefqudln/RN. ice enartl dne lagnteryhellnedtlernss;mdctilgeneTmA,,lage,ndaealnac[e Ouse s4d!le tle nsfmtldrttd 4t80083 ' near!r�ponlgead6ffisdn.laulesre!edialniDanr&]meeedlinadtu6iMup(ecpsrlkegldmeffm;lSjrdti4afkR'nISELlnidnere/xpxapil;re.l%Itfiaan!nsr!as�llnnlAHad11:I,r5.0:P,t!no!itstyaereumssd�da�,n,odess: 4451 5t. Lucie Blvd. maxintrFaetlrstaerA!pelpnmw�rrg4e!Pvonn1111A Fort Pierce, FL 34946 Copyright 0 2016 A-1 toallmsses- Amhooy f.Tembo ill, P.P. lieplodudion of this dolament,in onyform, isptohibiled wahoutthe mirten permission from A4 Aaof Trusses-Anthooyr. Tomball], P.E. Job Truss Truss Type Qty Ply XCAS6519C A15G HIP GIRDER 1 3 LbA0225304 Reference (optional) A! nuui 1 cusses, run rlerce, FL 34946, aesignLaiiruss.com Run: ts.uzu s Aug 31 zu16 vnnt: 6.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:59 2017 Pagel ID:PU4Mzyg2_MuGVhnMdh2ZPyH?LO-gsTG2Gt15jAVDgxkazVl l l dS3fJKRlbd EZHBdhzVTkY 5-9-15 1 11-4-6 15-11-3 1 0-4-5 2411-22 -2 5-9-15 5-6-7 4-6-13 4-5-1 4-6-13 1-3 7.00 12 5x6 ::� 1.5x4 II 3x10 = 3 4 __ 5 4x4 = ilIKt1 4x8 I I 7x6 = JUS26 5x6 = 3x6 11 4x10 ::::: JUS26 JUS26 JUS266x6 = 7x8 = JUS26 7x8 = JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.10 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.28 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.17 13-14 >999 240 Weight: 1036 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W6: 2x6 SP No.2, W1,W8: 2x8 SP No.2 W2,W7: 2x4 SP No.2 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. WEBS 1 Row at midpt 5-9, 7-8 REACTIONS. (lb/size) 15 = 13979/0-6-12 (min. 0-3-14) 8 = 13842/Mechanical Max Horz 15 = 458(LC 5) Max Uplift 15 = -7059(LC 8) 8 = -8092(LC 5) Max Grav 15 = 13979(LC 1) 8 = 13842(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9130/4846, 2-3=-9211/5233, 3-4=-7710/4543, 4-5=-7710/4543, 5-6=-1245/742, 6-7=-1883/1096, 1-15=-11149/5892, 7-8=-11289/6618 BOT CHORD 15-16=-482/405,16-17=-482/405, 17-18=-482/405, 14-18=-482/405, 14-19=-4409/7802, 19-20=-4409/7802, 20-21=440917802,13-21=-4409/7802, 13-22=-4601/7916,12-22=-4601/7916, 12-23=4601/7916,11-23=4601/7916, 11-24=-3310/5587, 24-25=-3310/5587, 25-26=-3310/5587, 26-27=-3310/5587, 10-27=-3310/5587, 10-28=-3310/5587, 28-29=-3310/5587, 29-30=-3310/5587, Continued on page 2 BOT CHORD 15-16=-482/405, 16-17=-482/405, 17-18=-482/405, 14-18=-482/405, 14-19=-4409/7802, 19-20=-4409/7802, 20-21=-4409/7802, 13-21=-4409/7802, 13-22=-4601/7916, 12-22=-4601/7916, 12-23=-4601/7916,11-23=-4601/7916, 11-24=-3310/5587,24-25=-3310/5587, 25-26=-3310/5587, 26-27=-3310/5587, 10-27=-3310/5587, 10-28=-3310/5587, 28-29=-3310/5587, 29-30=-3310/5587, 9-30=-3310/5587 WEBS 2-14=-787/702,2-13=-747/817, 3-13=-2658/4765, 3-11=-544/271, 4-11=300/262, 5-11=-3350/5767, 5-10=-3118/5225,5-9=-11795/7001, 6-9=-940/1464, 1-14=-5180/9890, 7-9=-5736/9730 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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; Vuit=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=23ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 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, with BCDL = I O.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 7059 lb uplift at joint 15 and 8092 lb uplift at joint 8. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use USP JUS26 (With 1 Od nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-8 from the left end to 24-9-8 to connect truss(es) C08 (1 ply 2x4 SP), C07 (1 ply 2x4 SP), C06 (1 ply 2x4 SP), C05 (1 ply 2x4 SP), C04 (1 ply 2x4 SP) CO3 (1 ply 2x4 SP), CO2 (1 ply 2x4 SP) to front face of bottom chord. 13) Use USP JUS26 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-11-8 from the left end to 24-11-8 to connect truss(es) A13 (1 ply 2x4 SP), Al2 (1 ply 2x4 SP), All (1 ply 2x4 SP), A10 (1 ply 2x6 SP), A09 (1 ply 2x4 SP), A08 (1 ply 2x4 SP), A07 (1 ply 2x4 SP) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-7=-70, 8-15=-20 Concentrated Loads (lb) .. 6mer•Nnst•.ntAWe Mfik'V 10-HRDr$rMlEry031tUss 6(orM— 45 t€SIDNrG1!ejA:SBDfi'.fDE4 Wt1. Pair dtcpep;fat;esmitaltsNsn KS Ttiff Fni,t 3t6rf1CD1 rJ�f StWtli.:'lcxin,riillnelnitraElfrrctst. Ca4s: t:1a>s ftsMria:e ItO,npt 4i`:ft;f:eilt pYn ss ktsdin6t lDik5l nrd rftT:nsle:gtrgbeepyfre4tGj ue1•}:en€ltn7lDDnant„tnrnraflt'Rtslkst lnt ssrtnnti afpsll:+{sbt fx{fsytefdr strileLfn{LpmNmr1ti30ah,nta)fla.ltrGfrpnl+spti�;,fa'sitnG`nl s:ldf.3t Anthony T. Tot:Ibo]Ii, P.E. 1:{nta'P.h lntf (a ltrt { lf$'fY>fnSlttC!Y.�1 iSitft. �!('t'n(SIB 14li3Sint�tlk°{Vp�t1Ip3(P,UrX(X1ml k�♦ki��tdFMa 6i A?ftf4t8.{k't:f?16�1rn. r36irptFiff&t 1�t 3:36f n(Jtt{Yd tf a:t iltSS, JIRfYp p.flFftlt, 351iFStrS�!(tlkpifirif 6f tp(i.W.9p #80083 ' ae rn#np9ngSno!(Iaafs, SDanifaftt0a113Dn{i3plkUlSE{padfklSittfBtitftAj rlCy"i't5'{BS.f('NWli:ttiQijtAlil)'�fpifiik{jt3NlttaPPi�(EStBL�d �AQdt�,(Pi-p{t'V!f$e11ip11Sifkf lB{tHl14f.13ttAifDt4a:3niS D:Lj1 tFS{kltn{inSSidfity, �Etlf �lftitin{uittt7ptrtti¢f�ulgtE 4 rtlp!lpDDpuarsanLtl itel.ss Dlti�tf'r3braitHll:kA inalq 3efigu,eeCasfSxftlll E'tpitta d¢S1�n1, rlainf ntdtizim of t�,e!dk1 ppl, 4451 5t, itlCie 61Vd. Coprrigt101016d-1lot] Lnsses-AmEnayl.I4mbelil,P,Et!prod4icnaiffiisdowmentinanyfsln,isproDi6itrdrfAoaThe wlitttopetmissianitamA-Itooilmssef•Amhneyl,tem5oiif:P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS6519C A15G HIP GIRDER 1 3 AO225304 Job Reference (optional) Al Roof Trusses, Fort fierce, M 3494ti, aesignLa1Iruss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-2032(F=-988, B=-1044) 16=-1884(F=-990, B=-893) 17=-1891(F=-988, B=-902) 18=-1887(F=-988, B=-899) 19=-1 881 (F=-988, B=-892) 20=-1882(F=-988, B=-894) 21 =-1 881 (F=-986, B=-895)22=-2030(F=-986, B=-1 044) 23=-2030(F=-986, B=-1044) 24=-2030(F=-986, B=-1044) 27=-2030(F=-986, B=-1044)28=-2030(F=-986, B=-1044) 29=-2030(F=-986, B=-1044) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:59 2017 Page 2 ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-gsTG2Gt15jAVDgxkazV111 dS3fJKRIbdEZHBdhzVTkY srnhp-nne,e,�RUTRa.rti•Tara.snesss!stria;=msnwssmeninur tm±au�Tc±a'yiatasrT�uFtrtw�. T�arr<r�npe �rwreerrdeerrrrrsrr.,rarrg�mceerpt�;eeo:rmwrTrrzt<u:,rt.r��ssr,:ed�rw. wr;sor,.isernerwme±co,rd± . y47rkra mrpldasiltkssdtxdxtOChhrd:/.IseLnsen6T�•.w(z,STem[ptrpcaaaderslrsmymgryrtrmsamry»xrdrrnt;surilagloerru7rupa:�EdJTk,deeetipdecestry'eTmseepi�luReN9edT,einTfFLiihsl7euaape;kdupmlCiee4s7s1=q-, Anthony T. Tombo III, P.E. � rserserl lLsTnssfareptr�tlrg is de mpnii:67il6rgnn,EeOndcoohrriretryr.Sun: &ilrmp g^.:ger,h4e railed dhr a:,krl selfielre(S�il6er<ds¢e RI I. ike ea:nddGel00ud erffi:Id.us:fleinn; Isdrtiy6 eLey dcgt4std'ulio�ntA ae s9d!le exrnpmr>,tdrd : 80083 ztwerrdf©yheslpaadha ran. Allalnrdedir12l6gnllspmeirnedprihlindi*14 ap6efennw`d±l4erael'we(I±SQrelfft�elr111.1s(A.1Wa-iforp onreP...IIIlithe's@ensp.NiSts69MAndrU1wrr:srwTteno-,iptycennnmsvmnena,aen:' 4451 St. Lucie Blvd. rncrAnirfiadtyeTwhedryedgnuvihsgd±prtin unhel ttre mass hes:nT+pexris r]Tflrtaluln3Rrdgna,nhnr5tnra[rpeu o!uybntr4. a!!npndmt,yacwe ss ld�riaientl. Fort Pierce, FL 34946 (apyright?J1016AARoofTrusses-ArdianyLTom3oIII,P.E. Regmdudiooalibisdommanijaanyform,isptohibitedwlthomlhewrittenpermissionframURoofLasses-AmhunyT.Torah III, F.F. Job Truss Truss Type Qty Ply XCAS6519C B01 COMMON 3 1 A0225305 Job Reference (optional) Ruin i ruses, ruri ritsme, ru 34946, aesign@aTTruss.com Run: 8.020 s Aug 31 2W6 Print: 6.(I20 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:59 2017 Page 1 I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-gsTG2Gt15jAVDgxkazVl I I dQ2fBSRg8dEZHBdhzVTkY ,-1-4-0, 5-9-15 11-0-0 16-2-1 22-0-0 .23-4-n 4x4 = Dead Load Defl. = 5/16 in 1.5x4 II Iv 0 4x4 = 5x8 = 4x4 = 11-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.45 8-16 >592 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.75 8-16 >351 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MS Wind(LL) 0.05 8 >999 240 Weight: 106 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 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 2 = 1083/0-8-0 (min.0-1-8) 6 = 1083/0-8-0 (min.0-1-8) Max Horz 2 = 295(LC 11) Max Uplift 2 = -366(LC 12) 6 = -366(LC 13) Max Grav 2 = 1083(LC 1). 6 = 1083(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1753/950, 3-4=-1380/748, 4-5=-1380/748, 5-6=-1752/950 BOT CHORD 2-17=-625/1414,8-17=-625/1414, 8-1 8=-627/1417, 6-18=-627/1417 WEBS 4-8=-423/901, 5-8=-637/496, 3-8=-637/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 4-3-15, Exterior(2) 4-3-15 to 11-0-0, Corner(3) 11-0-0 to 16-7-15 zone; end vertical left and right exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 366 lb uplift at joint 2 and 366 lb uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard tWral-ft..M epelrnnrrn'61lor,E TIME IyEM1-.(1311 I.RI(s641SD;RC7 Cd3(OY�{C93')t([i;%?[PSY?fPIwo Tntl7tulry px,b!¢!mlw'i!nrtisin¢h!itaDneirQt.`jrAd, 16.11.iulaN,r'.1!5:na5knretnr w. Cetano3naise'VdmRe Re,¢Ii iLTrt,llrnss~rtu1:!ses>rsemeUlf fit ssrTrusu:s E!son(s,,sleur[riFsi��,n:!m(n¢;Tmr4a!ms®eceEAxeauelnfi:vra!insnxr�rn��arapn �slesgaderrodrtressseTmdcrneiooWt.niams. Nhopnnrtr¢s kirepminmcmWdy AnthonyT. Tombo llI, P.E. cdmd MTm fi TId&, h1h mpu!ildq ds, 0-,N G. ?"A.ud gW.,thulrup Ongn,htend!odti, R4l:r lx¢iroInIb Thal rde¢i Rid. Tmenmeld6e Malirfitgne d4,Tros%1cddiglm1q stleEe,Inllrell-I In. Slinepe!npn!iSi4d 4 80083 nrrrlf¢1o!sige dhrfie3n. Nadns,!nli!Il!ioonifix prtC cesnricileluat elciiSal6c aeellEeq kdnse 16Q1vIG F11T tRnlx{mrdnn:elln:p sdyelare l%l ufne!@r ngnlbnnidnasdn:Lnsasn,TrtmOniprEelee Nis!sNmhtlnu,nle r1ln:nnirtxmdlya (eenunrgedgnie w,mr.0 7 dl p!ties pnh:! iN irr;s Dren tiyh!,! Is R6ttlrsa!IIio3 orsipv,nunsstd,cGlm!el a!nT ranog. wmrttdnei Mrzc ue n deroral>sma. 4451 St. Lucie Blvd. Copyright 02016 A4 Roalfiussa.s- AnthaayL famba III, P.L Repladurlian d1his document, in onyfarm,is prohibitad rilhoutthe ninen pumissice from A4 RoofBussas-AmhonyLbmba Ill, P.E. FortPlerce, FL 34946 Job Truss Truss Type Qty Ply A0225306 XCAS6519C B02 COMMON g I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:00 2017 Page 1 ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-820eFcuNs01 LrzWw8gOXaFAbx3YAAHPnSD01A7zVTkX 14-011-0-0 16-2-2 214-0 "moo 5-9-15 5-2-1 5-2-2 5-1-14 44 = Dead Load Defl. = 5/16 in 4x4 = 5x8 = 3x8 i 1 11-0-0 11-0-0 21-0-8 10-0-8 _21,4-0 04' 8 Plate Offsets (X,Y)— [2:0-1-9,Edge), [7:0-4-15,Edgej, [8:0-4-0,0-3-0) 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 0.63 Vert(LL) -0.45 8-16 >569 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.77 8-16 >333 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 8-16 >999 240 Weight: 102 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 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 943/Mechanical 2 = 1070/0-8-0 (min. 0-1-8) Max Harz 2 = 284(LC 9) Max Uplift 7 = -302(LC 13) 2 = -359(LC 12) Max Grav 7 = 943(LC 1) 2 = 1070(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1716/927, 3-4=-1345/726, 4-5=-1339/721, 5-6=-1606/897, 6-7=-1113/6 BOT CHORD 2-17=-686/1371, 8-17=-686/1371, 8-18=-639/1311, 7-18=-639/1311 WEBS 3-8=-636/494, 4-8=-389/851, 5-8=-565/439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf-, h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 4-5-5. Exterior(2) 4-5-5 to 11-0-0, Comer(3) 11-0-0 to 16-9-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 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 302 lb uplift at joint 7 and 359 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom. Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard >iiroxT�ntf¢ ate, ls,•�.e:•!! (e,rnuss:>[sul2'y nnoti;lw: a msrasstGsteal'am'{xuo�usuls!^m¢, r,l!lle�l:•fstrs�artat.,,: ¢n;,:n:, cf�n rnaipc ¢lnt tns::.T. ittsoa.rf,ut�t�, stttntr:n nt. ra,e,�<ts�e eetlpat Tu,¢!1 iL?t6tttuUu pEs,tsk:ktntdlmhe@@u'sl nGlR:t6:s JmfptiittesiyS(actlryi,;i¢re,)'tesfd<t.taiT§Gnmrnr's¢saysatx'ntx�.ts;¢sttg ieunptr;pana,cst�ent,eltd6esmgtehnE itlmtisPu T:oiEh.¢ta�nu. tletalrts;:rls �.lr t(¢cnts,sxi,t�n; Anthony T. Tombo 111, P.E. S�rU 6tILf lnSt!#itrt pUhtGp¢oirE.ti i�CsLE(,da Gittift a�nli;¢t¢&Ek 6xp Stsyx!,u1'SreLntkhi �ll;IfS �n¢ED L^.Cn6:tIPGie:eMt)♦{{.T-:Etjit6lE{&(SITiQCt GII(Etit at tt �i!IY,f,3(3[ !S ^j, S1F1tEP, !fOrCiM¢S�U0.eF�710rEe�It IS51(t1l{I:71� S 60083 ' kEr+:tn,:eup,:nlf¢trtctrl7ta3isflE.t¢ftef:J¢tf>?•lrxt;ts¢fg^l afs�'.kaf�ilzyDrx>rsYSaay t3erzLst(lfSlTFstlicS k�NulS!:tvt tehiea�hr Faenl itaa,ifl-IlsSrtn4snspsa,iY`rtse¢ilties a'RiiassGti n; Iron Min f�gutt¢t:rtss Uts-0vririe,tvless 44515t. Lucie Blvd. fkiblttlFSEftNitt'v'.C.13$ttl;Sffm%tili>(E!tP.tEfiESfit{rt!„DtT 15S PtN(1EE}+E4!:'�, HSI, rcEETt(:tSys#',IXIFriSS)SIiG�FFjiEMd@tYYttiEr, lu'tQdT�tlilCstni: tFJtllt l(E1, Fort Pierce, FL 34946 �PYrigttQti916A-Itoeflmcses-AmbncyT.TomboIll,P.E faptadudicnailhisdomment,inonyram, ispfohiWed.ithaonhawrineopetmissk0tomk-ltodTrusts -Ambcny1,Torb1%.P.E Job . Truss Truss Type Qty Ply XCAS6519C B03 HALF HIP 1 1 A0225307 Job Reference o tional nt+wut ttuaa , uu rict , -� ova , wiyn�a nivaawni Ruff: o.uzu s Nu9 3 t Gu to rmni; et.uzu s Hu9 3l Lulb mi 1 eK Inaustnes, inc. r-n mar 31 ua:13:ul 7.00 1z 7x8 ii 3x4= 5 17 6 4x4 = 1.5x4 11 3x4 =3x4 = 5x6 = 21-0-8 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 0.90 Vert(LL) -0.34 7-9 >742 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.58 7-9 >437 1240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.05 9-10 >999 240 Weight: 123 lb FT = 0%r, LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 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 4-2-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 940/Mechanical 2 = 1060/0-8-0 (min. 0-1-8) Max Horz 2 = 452(LC 12) Max Uplift 7 = -375(LC 9) 2 = -336(LC 12) Max Grav 7 = 940(LC 1) 2 = 1060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1468/675, 15-16=-1428/676, 3-16=-1389/691, 3-4=-906/459, 4-5=-844/488, 6-7=-300/310 BOT CHORD 2-18=-1000/1585, 10-18=-1000/1585, 10-19=-1000/1585, 9-19=-1000/1585, 8-9=-550/849, 8-20=-550/849, 7-20=-550/849 WEBS 3-10=0/305, 3-9=-866/525, 5-9=-1731603, 5-7=-1081/692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=S.Opsf; h=17ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-3-12, Interior(1) 5-3-12 to 12-6-0, Exterior(2) 12-6-0 to 21-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) of truss to bearing plate capable of withstanding 375 lb uplift at joint 7 and 336 Ib uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard . .. 1ptRti •Btt1li%! Itdrx ttt'.ki FJJrTIUS$'.-i�$(ll�'Cffkir{F-er[I($ j{Qua{$rt]1lFit'iC!B�F.iS?3A:''v'GS7i�T'6t9, rEft! {ti{E (Cori'??I�It6{G1+�6[�3 ift13 P:t7f.tSwirlC[; n{%t {tC3i6yT, i¢AM IItr/. %(t:lttl $}ttiFt(Ct ESS. Ck44i R*intilt {ICt{pQ! iC{5ph 4i':ee.W.Finn""It M-ftf fit ON it Mil A 1T^+ftug1'pntu e,�tktgrgimtrla 1,00i>TTC�VRjftftE•'!smutemis'�IdiFA?+?iFiI.iQFti(I3J[tlriiLNSJ 1. rR{SilpadGtfUj�tlltlf%?flat%�P.eFjOtEi(,[f{f!IN1,:%te43fj6;f3�Spllpf; V.31 RPL'Iitf"1141 Anthony T. omb TOiT1bO I::a P.E. xdtfadOt3lnftkrtgtaitquan;tedul gdNeC+ier; as Cox{S faSmsdtytderGi rd tiarltsgu,phrtnetttadx7t,dx 6trd ti?Iud b:'{uy;ai-i�Tti.liagpratddOtl9utup 5iliatd;kt'.?ssL.tte{ur5^.Bwymiege,a'Asl"�,easdbreXzp t4cGhef»trfsxfil.iFd - ' 4epn!tiai lulpaw(vmm. Pent id Rf®QITCCa{(}?1taY;tlStr.`�t1319tS3if14{adtdpiiSfii+t'$ei>'ji..'?'Fi+�441T(S(jt�4'fL,{trj%tt% MCik'(tttL[i$ir p—lokl' T%�l afro %t?ttfftfLj'x.'t.116% ft T[nsNip,, GYf;(i?p, lift.?.4 iltiSY,Px-0diht#,&.itff • 80083 i4nriftH9tt{pt a ref:edTjf4d jEf Ii rtAalpYllilp9nm¢irtl lebm Castphitme it U31 AE t04149p ew Tmllpm lgotf day Wiiap, t ifpitlAd'—tit of #AW 0 KL 4451 St. Lucie Blvd. topyrigbi 0 2016 A-1 tootirasses-AnibuylAwbo 111, P•f, Aepradudion d1his damment in anyrum' it pmbibited.ithounhe ariuen permission fromA-1 foof irutses-AnlWyt. iomla lilt P.L Fort Plerce, FL 34946 Job Truss Truss Type Qly Ply A0225308 XCAS6519C B04 HALF HIP 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. Fri Mar 31 09:13:02 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-4RBOgHvdOeY34HgJF53?fgFvksJge8M4wXVrEOzVTkV 1-4 7-0-12 A -0 21-4-0 4 7 6-12 6-11-3 6-10-0 7.00 Fi2 48 = 3x3 11 4x4 — 1.5x4 II 3x4 = 5x6 = 3x4 = 7-6-12 Dead Load Defl. =1/8 in 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 0.73 Vert(LL) -0.19 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.29 8-10 >890 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.06 10-14 >999 240 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2'Except' Ti: 2x4 SP M 30 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 4-4-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 936/Mechanical 2 = 1064/0-8-0 (min.0-1-8) Max Horz 2 = 524(LC 12) Max Uplift 7 = -375(LC 9) 2 = -335(LC 12) Max Grav 7 = 936(LC 1) 2 = 1064(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1374/563, 15-16=-1306/569, 3-16=-1277/582, 3-4=-737/331, 4-5=-647/363 BOT CHORD 2-17=-968/1553, 10-17=-968/1553, 10-18=-968/1553, 9-18=-968/1553, 8-9=-968/1553, 8-19=-446/684, 7-19=-446/684 WEBS 3-10=0/342, 3-8=-1041/621, 5-8=-251/697, 5-7=-10921707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Interior(1) 5-5-3 to 14-6-0, Exterior(2) 14-6-0 to 21-2-4 zone; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 7 and 335 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard . ifusq•Hnsc^.aroarJ; nsae nt't-1 t9r ILOSS5ntlsa'p MULL RN iNkS[Tau IESlC4j'LT![MlCSR7Ri:5�iA1'dsrs. iedlkti[alrcxr s�sedr.#N>satts?nnC:npGnU;pCf,r3tls 3fncnt.:'caao lytElSeuuS4edltrut.st. r"�•ssc rxsseuesktdn3a T-0,alT Hstetnaae,trap.es Askodfn #r10iu4r ndl lse T7ss:s�es,mett(:a„ptdtr(rePmrpAtsette �p7P4rnmxz7nx;ytw,txrMged; halt euiapnspescdtiryta htissped6e aisTiaTrna isri:telupai30nil,ectsi SFia.i'a#sgaasssltira: t:itlm.6`oas,s+se:e;! Anthony T. Tombo lii, P.E. tdestdWs lnsshrnrgrySlaptt ns(nsiU,ra'UsO+nr,EaCaxh aanaa'tde;eHnAar la;7esi7ar.,ie rxs artana�t,ffieU'Waelxd la fa;cc�md;Hd. rxelptvrlddtPOu[ulfell,td3t ins.u&iivy ia6'mystwepa,a4vEcoaslh<a<s3 s4at.le fxnsptc.w'7!d j80083 at lmLryCa;t sa vad ttdra .f0a::ecsetes14na 100¢!htlrases¢lr:.#daesa'.Mtalis7i6^}anaw SdtY fa'atna4n StSPsslfis#dlp tar SSts sn sehseatdtxge:calprlvea,iFi.l#en:s lensrcvsnSC.se:d t4iestfatrressPm�sy Gsss M4g [e ust¢licesc Ya„Jsaortr aLss 4451 St. Lude Blvd.. a4ssant#!aed4lelselr#exedgsdh+naupE;tl;peidss'siu.rL iEeT:ns 6tshp&peta is N7l tr r+PtbrGs�,alRsslNeea i4leeetdoryielu;, l¢{i?faed•t.csme:l.SedalfEi, Fort PlelC2, FL 34940 * to r h142016 Ad Fool Tscsses•Amhce l.lomho 111, PI "at nhdlen dihit datumtat, in an fair, is mbi6aedrdheal The wriCea etmissitc from A-i taO{TfatSES-AOl4a5 1. Iamb111;P,L P)TD Y P Y- P P Y Job Truss Truss Type Qty Ply XCAS6519C B05 HALF HIP 1 1 LbA0225309 Reference (optional) .LOU F 1 Ia,SS, ��t[ �tG , r� ��=vo, uesi911Ld s uuss.Wm mun: es.uzu s Aug 31 zu1G i-nnt: d.u2U s Aug 31 2016 MITek Industries, Inc. Fri Mar 31 09:13:03 2017 Page 1 ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-YdinudwF8xgwiRFVpoaEBto2XGbLNb1D8BFPmSzVTkU 1-0-0 8-10-5 16-6-0 21-4-0 1 4 8-10-5 7-7-11 4-10-0 7.00 f 12 4x8 = 1.5x4 11 .. ._ 10 ... .. 8 — 7 3x8 1.5x4 11 3x4 = 3x4 -::: 5x6 = ii 8-10-5 Dead Load Dell. = 3116 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud f PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.24 10-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.41 10-14 >622 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPl2007 Matrix -MS Wind(LL) 0.08 10-14 >999 240 Weight: 136 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 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 5-11-14 oc bracing. WEBS 1 Row at midpt 6-7. 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 929/Mechanical 2 = 1071/0-8-0 (min. 0-1-8) Max Horz 2 = 597(LC 12) Max Uplift 7 = -429(LC 12) 2 = -328(LC 12) Max Grav 7 = 929(LC 1) 2 = 1071(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1294/414, 15-16=-1166/419, 3-16=-1127/436, 3-4=-574/172, 4-5=-432/207 BOT CHORD 2-17=-897/1484, 17-18=-897/1484, 10-18=-897/1484,10-19=-897/1484, 9-19=-897/1484, 8-9=-897/1484, 8-20=-322/507, 20-21=-322/507, 7-21=-322/507 WEBS 3-10=0/371, 3-8=-11901699, 5-8=-315/786, WEBS 3-10=01371, 3-8=-1190/699, 5-8=-315/786, 5-7=-1158/732 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Interior(1) 5-5-3 to 16-6-0, Exterior(2) 16-6-0 to 21-2-4 zone; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) of truss to bearing plate capable of withstanding 429 lb uplift at joint 7 and 328 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at allmid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 6a-.,!•fienF �rm,«dp Etrititda (•t }=i RiriSS(iE!}fCy t(%Itd(ifY[38CG�iCr143(n1C4},'tida}A.567TTJE?3�T'61c, rtri}ltslelrlee^nsed3x![;1zy�(zs Sast G:AdlCassditC[; W de:svnnsdl, aialg,i£i[Eattcs 34niltrsrt [st. LSkstisreue t>~tdu?att-0,«id Pi:'!4:lau,lerpN.[s [in kendtufa NEhErf[W..f3tT•[[s v:yahplsen(:.s., [ Iryt-[}�etes}Se veAu[.ryt[Apr[msrt vaau}'[z[c'q[&[4tvwilt�iu[1lp:p[ss i€r;faCuls�ilsdtxtfe}I[IswstepiatdaBUt egv[I},cefn lPdl. lie dart [srspb!ms,l[sLp tta&im,sa7elw3d A tb,, T. Tomb011I, P.E. ad+t[�WttnnferurkJdalu§tnnd[csge�aslkC*ter, dsCa[trivia;rdvltntrc5eizlapfisysa,ierxtv'�a�xC,:'Gt�gi nt63E11F.:dv};l3t xdIIli. litgptvsldliel'�3¢!lvtSeIds.til8[-snst�v`�ieqlsdm�s2rge,35teostueadh[a�36eg hslkt[nue<isGd(�' y ' 3elati[ Sear !slEMM .7mtsspEFiaBeiZGatta; valusv[d hnesstiie } # 80083 i Pa i S Eat R3Gtf Nul Nlirxtsaa�rtES(,�ins et?dt}0atWLl[te vtFtgMafad�'[Ipi(sa;[,id4,M�x[sde Fe;yFnkr�[:[diF1[s7•'&s lass GesiTr.S Urns Gzs�}v f[pea[t ad?rtss$a�vrtetx nt[ss 6:�EltltrlStVEd6}t(f:'�'C.Ia�Kl4}fFUA'IUISpft)PEQt1lFS:Fiil!td, Edlt3l33�lS�SfIjSL: 13l�f ptIA1;EiAJ.55i�,ti ta[S F151E6a;�(tttf of 6�ix"%ilp,!(RdAi'iitd'4163 tIi I! Mat ldtfb}, 4451 St, (}141e Blvd, [opyrigGl�i018A-t&oalitusses-An}4ssyl.lnm6olll,P.E teproduttionod[his datument,inany fssm,isProhibited Qhnutthe written pevmissianfiomA-1P.eaflsusses-AntAosy/,temboEll,A.E, Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225310 XCAS6519C B06 HALF HIP 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:03 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-YdinudwFBxgwiRFVpoaEBto3VGaHNdmDBBFPmSzVTkU 1-4- 5-3-11 12-5-3 18-6-0 21-4-0 5-3-11 7-1-8 6-0-13 2-10-0 7.00 F12 4x4 = 3x4 = 3x4 3x4 = 3x8 = 3x8 II = 3x4 = 21-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.42 9-11 >599 360 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.78 9-11 >327 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.07 9-11 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 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 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9, 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 = 943/Mechanical 2 = 1057/0-8-0 (min. 0-1-8) Max Horz 2 = 671(LC 12) Max Uplift 8 = -516(LC 12) 2 = -296(LC 12) Max Grav 8 = 943(LC 1) 2 = 1057(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/489, 3-16=-1249/372, 4-16=-1192/373,4-5=-1150/391, 5-6=-377/85, 6-7=-302/174, 7-8=-1322/807 BOT CHORD 2-17=-1110/1915,11-17=-111011915, 10-11=-663/1066, 10-18=-663/1066, 18-19=-663/1066, 19-20=663/1066, 9-20=-663/1066 WEBS 3-11=-677/481, 5-11=-262/743, 5-9=-1174/747, 6-9=-219/269, WEBS ' 3-11=-677/481, 5-11=-262/743, 5-9=-1174/747, 6-9=-219/269, 7-9=-756/1318 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-2-5, Interior(1) 5-2-5 to 18-6-0, Exterior(2) 18-6-0 to 21-2-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift at joint 8 and 296 lb uplift at joint 2. 8) This. truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in PLATES GRIP MT20 244/190 Weight: 152 lb FT = 0% .. .... itazy�Fitiss7sra�irtM�t fnt'Id PsrELSi,(i0tiryeY2g6r0�Eie1AlE11i8(W!Oj1rs975:E��iXI'ttro, rudyktp pacx:'tsmirR{eI!stzttis:Rst Ptu7tErt#hiplOF;tt#4sttF0En,1.':ttauN,r£UhnaR ilmtrfin ne l'�ss e�nsiu tx:tdn»t iGO,vAT udtsR nr!sn0aknatxi6tletRi tEitstarsa:�fEpRotie„p pia ;st dnmiruRxn sASRrxde:rdsstndsp myKraa3r wasasltdiKusuTfsi�ti�tmrtnotdp,sk>6t.rtrk sump .! ;rmeete s d Anthony T.Tombo11I,P.E. xdntdftisirnthfartzttepgMEtepusslie!�4e.av,C^tGathu x, +iftt=vttrdetx tesipw,u6eExetdt'�if,3.E 6:u5 d54idE ;uk zdild. rttyrrtW d14t1dAariaryFedi,tdRt•rtst.Aifiy4a�itt.dungskGxaeihrzut 4tCleFinyR R:tp tt 380083 ' 211., 5,1j5r.WdrttlRCt,nms sdwisMtR!S hniitt,rusieAtWinn fttNa P4tYpR, rfaSWiA&f*ir&Tltf9k-hasse.0sf 4451 it, LLLCIe Blvd. a1u#itt#'6S{ttini'i'1SJxtfjEFbTldAjltlGtt(?SS#ItLEL Tttr!usotsc}stepase�na713s pistepztstsr a rresslpslsxiE'"m dsr ts"xiy..a¢jn mrfras mt•. Fort Pierce, FL 34946 (opyrigl1 i016A-1[aolUtsses-AmhneyLlembo111,Pi fepredud;onofthisdmemem,incoy Llm,ispra6:bittd.itboeubess&eopermissi flicMA-1YeoiTrnssts•Ambecyl.lembollt;P.E Job uss Truss Type Qty Ply XCAS6519C [Br.7 MONOPITCH 1 1 A0225311 Job Reference o [ional m i rcuus !I ussra, rvr s nesex, re. Z9UffU, aeslgnLa I Uuss.com Run: d.UZU s Aug 31 ZU16 runt: d.UZU s Aug 31 ZU16 Mi I ek Industries, Inc. Fri Mar 31 09:13:04 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-1pG95zxuvFonKbghNW5Tk5KETguZ60aNNryJuzVTkT 1 4-p 7-0-7 13-3 4 20-9-12 4- 7-0-7 6-2-13 7-6-8 7.00 F12 3x3 II 6 sn N ... .. ., ., ,.. 7 3x6 i 3x4 = 46 = 5x6 = 10-4-14 20-6-4 20-9-12 Dead Load Defl. = 3/8 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 0.78 Vert(LL) -0.60 7-9 -413 3160 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.02 7-9 >242 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.07 9-13 >999 240 Weight: 124 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T1: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Raw at micipt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1043/0-8-0 (min. 0-1-8) 7 = 910/0-5-8 (min. 0-1-8) Max Horz 2 = 751(LC 12) Max Uplift 2 = -256(LC 12) 7 = -605(LC 12) Max Grav 2 = 1043(LC 1) 7 = 917(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1296/228, 3-14=-1090/244, 3-4=-1015/192, 4-5=-849/197, 6-7=-369/307 BOTCHORD 2-16=-869/1610, 9-16=-869/1610, 9-17=-525/926, 8-17=-525/926, 8-18=-525/926, 18-19=-525/926, 7-19=-525/926 WEBS 3-9=-644/452, 5-9=-249/775, 5-7=-1324/752 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Interior(1) 5-5-3 to 20-8-0 zone; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 2 and 605 lb uplift at joint 7. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Usrtbq-nav ensegllrrnx.c!�A.ngi; ncssa;s:iuysleau IDsemlomeutarourureryazsaaeaauErrma rrrerr;IPp,-mrr,ar,drerra:mr:ee,l�,or.olPe�;wee/m�rl.ratrm,r� re?Gm,,sw!Idaen. Isla!er,.lrerddereelco.r�tt warts; MFeessuss,llKe,;pgelesdxss.lrnso:s E, :s{�.e,yens[g[sss>a..,el;zlnmjrgv'i[tRletleCleCrpixYedeiirtd¢:!uidtEs6ssro3rrgca:av tserlmpefinewfarse<;lgraune:lwesy,srtumtlskvie!;:mrrns,lmtarmw^eres [e! ' Anthony T.Tom boIII,P.E. QosrdlsT Iu .1iegeree a...... dd gnv,eegndssenuelel nuke talrmp g-pa, s6.e eAedde!er,Rel%nf kle lrignl Nlyd.liter-dd14T)gal.1%11 a derTms. kcid#allvy drete,ude tiwniknor Mile ee rs!Irevalrhd s80063 ' 6e lsdrugD!S;prnd fw9e .11ledes sdrd'ue.Hon19e gmdiresWIi4liiandto brdsgrnyrral sehldnaelbm�(lQydri;4t if IF, dWsned-.(W gaydgnt... lfld ldnsfl,.".soililin uld:m!sd eelssssUsgsn,Ins, r:spEg4s 11-U.&I... .his ah.he lefaellrrtueedegredopelsvirq if el gsdla bWat IN I,.Dull, bglsns islifd,killy 0,01.x1-110aBrbenday killbi. All .11woltnnl n its th'iu4N. Fort Pierce, Blvd. • Fort Pierce, FL 34946 (opyright�1d16AdpaofTlasses-AalhomyT.TomboIII, F1 BeOrcdudionofthisdotmmeot,imamyform, isprobilihedwilhimfihemittenPermission from AdBoaf6lsses-Arflimyl.Tombo111;P.F, Job Truss Truss Type Qty Ply A0225312 XCAS6519C B08 MONOPITCH g Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:05 2017 Page 1 I D:PU4 MzygZ_tyuG VhnMdh2ZPyH?LO-VOgXJJxWgZwexl PuwD ci H ItQe4EorT6 W cVkW rLzV FkS 1 4- 7-0-7 13-3-4 20-9-12 4- 7-0-7 6-2-13 7 6-S 7.00 12 3x3 II 6 ,. .. .. .. ._ ._ 7 3x6 = 3x4 = 46 = 5x6 = 10-4-14 20-64 20-9-12 Dead Load Defl. = 3/8 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 0.76 Vert(LL) -0.60 7-9 >413 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) '-1.02 7-9 >242 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 10.07 9-13 >999 240 Weight: 124 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except` B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1043/0-8-0 (min. 0-1-8) 7 = 910/0-5-8 (min. 0-1-8) Max Horz 2 = 725(LC 12) Max Uplift 2 = -239(LC 12) 7 = -577(LC 12) Max Grav 2 = 1043(LC 1) 7 = 917(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1296/211, 3-14=-1090/227, 3-4=-1015/179, 4-5=-843/183, 6-7=-359/295 BOT CHORD 2-16=-831/1574,9-16=-831/1574, 9-17=-502/905, 8-17=-502/905, 8-18=-502/905, 18-19=-502/905, 7-19=-502/905 WEBS 3-9=-628/435, 5-9=-235/761, 5-7=-1294/720 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 5-5-3, Interior(1) 5-5-3 to 20-8-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked fora 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 2 and 577 lb uplift at joint 7. 6) This truss has beendesigned for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9nng�FlnnBmtj!¢nr 6el�IIDDS DaSs[5�-r(S[(^yu[[31t 1iL456GT.DDIE7SNfiDY{"raf,P}ll[S:S.tPiYisTlua rnar(eriplas;rknuirnl 4ru";tinssCrsileDrtaur(IC�adeeetl.FnrL6:loG1,r1.r:±G,o,svr.lmarc. adrn�r.i,t�drrneelm.nir wTetcratlmtskake<ewrc<IDC,leedtAsolmsDnaF�:r{<Pahrtle4aeulnaflaaguwsmaeR�ednrink:vnae�anryroraaitryta�les�deesuyxrmseq nnmDedr.ntntnt.rahsp,urnfue,.nturuttau m:stas Anthony T. Tombo III, P.E. „d."INT# 80083 nn le.-avkadse is aenrpn3dlg AfieDnn,9aD.utssalmnlgedulfi>kil4ir a:uge,bleutleddf4e R(,@elaul lkbnlA,ilfrr3co3eatR11. 14 enmd Crse NDut ifi:N.see!fleTnn, irdtiiyknelil, slcrye,leslil etimnl Fecsr s4dl leds re<.FmisAaid ' 11e811.10tipeeeed ftftk. AHrxlo e:l esl ie lniDC nl9x ptCin;eelrr:delisndtikid3rG{seeelichlrkhrstfim(I(Sljtc111sftl IT Mud SSG sufesm.dirrasd Pit-. 1F41 ifiustle, resrnxk7Din nikfiesdl9aioss0s:'u,Tetss &siP Enyseernllnss Nudsaenynlen 4451 St. Lucie Blvd. eanvssr hhudlyt(wnmaga'Zgnrtnarq Sr dl fa'lies inefid. Ila im NO.. bilaw is ION, Idial OeslPrr,nTaruSMecI.Itsm dn1k,31.1 III arched twos mnddntle 7) 1. Fort Pierce, FL 34946 (opyrigb[020164dRoofimsses-A¢rhor,yLfombo111,P.t. Reatodursianof1hisdotomeveinany form,isprohihiledwitbounheminenpermission from AdRhoffiasses-AmbanyLlomhollLF.E. Job Truss Truss Type Qty Ply XCAS6519C B09 HALF HIP 1 1 LbA0225313 --- - - - - Reference (optional) Roof Trusses, Fort Pierce, R 34946, design@altr Run. o.ucv s Aug 3 i zu i o Prim: M.uzu s Aug 31 z016 MI I ek Industnes, Inc. Fri Mar 31 09:13:06 2017 Page 1 ID:PU4MzygZLtyuGVhnMdh2ZPyH?LO-zCOvWfy8Rs2VZvz4Ux7xpWQYuTdoaz6fr9T3NnzVTkR �1�-0 6-0-5 13-0-1-1 19-0-0 a0-9-1 1�-0 6-0-5 ' fr8-10 5-11-1 9-1-1 4x4 = 3x4 = 7.00 12 - _ to ,o is 9 820 Dead Load Defl. = 1/4 in 44 = 3x4 = 4x4 = 3x6 II 20-9-12 i 9-41-3 19-0-0 3$&p 9-11-3 9-0-13 1-64 0-3.8 Plate Offsets (X,Y)— f2:0-1-1,Edge] 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 0.92 Vert(LL) -0.33 11-15 >755 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.55 9-11 >447 240 BCLL 0.0 Rep Stress Incr - YES WB 0.59 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Wind(LL) 0.07 9-11 >999 240 Weight: 153lb 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. WEBS 1 Row at midpt 5-9, 6-9, 7-9 2 Rows at 1/3 pts 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 913/0-5-8 (min. 0-1-8) 2 = 1040/0-8-0 (min. 0-1-8) Max Horz 2 = 690(LC 12) Max Uplift 8 = -538(LC 12) 2 = -278(LC 12) Max Grav 8 = 913(LC 1) 2 = 1040(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1343/460, 3-4=-1036/335, 4-5=-936/353, 5-6=-274/11, 7-8=-13311799 BOT CHORD 2-16=-1124/1699,11-16=-1124/1699, 11 -1 7=-605/925, 10-17=-605/925, 10-18=-605/925, 18-19=-605/925, 9-19=-605/925 WEBS 3-11=-692/557, 5-11=-330/752, 5-9=-1184/792, 6-9=-291/291, 7-9=-796/1360 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3, Exterior(2) 5-5-3 to 20-8-0 zone; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 . 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has bebn 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 538 lb uplift at joint 8 and 278 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Pntn;-Flerst llnflj!¢rehrfi!'1d EOG i1t7f5(11(E'}6[[3ti InksE(0%Pi11ClS(m10Y!'{4TEE')StiE�ii'E0�"511ti1'!v¢IniftWipprsMrutml 4sn�'!In!!telipartrm(Op/ailWll L6s2<m,1.E1dnnsSWhfe:ere. Cekclexmile lnleln Ce RD,etft FLTsk�tOw flehs shilkssel!r:2eiGCt!!tldl 4eimsgnl�hpse[u,S;endg[c;Iterinnclnaltlo;:ryrelunmrclpr�ttdo:(nk:lfuaec;nxraglr.;a:rt�?gtn3t iadeuln�e item: te(zv�nneto0nry,ntc 0n. nitrgl wasmes,irt.l;utfuiul umltdr ':, Anthony T. Tombo III, P.E. wtneel mu Tmslm uglfi9r;itftem;nsiilfidE,eUnry 9f Onels oNwufdgedwniktfel On:;.e,63e udetl dfls ni,&lattliulox!9flrie3lelaafitll. tke ep:mldhtlOQ¢G®ffi:Nse a!8elnll;hditil;fnelisyllae;e,usflCetiastlt6n:r; sEdlleCengresiiER(d l 80083 ' Islli;Irr,aR!!Igerwlltlttdrt. IRtdtf lFildY1O:IDOtIIUS (IE45Ih W. 1.tw,IsIola. WSdfi(!dl15lGWl(1!SIJ:Mh1wo"nYbRiol. dtlfCEli>fEg4d(ell6l iFI dGGItf�t Rf;tlWlatS eBlhfiftdl�L!!l OalmlH,GHf lklryt B,nenlrlhels NsnticMeS Mt!!. 4451 St, Lucie Blvd. t8tlwnl tef�edhttceoM e;lcc4na6riiw;;ydlEmielwthk. thhsa NOVges�u rt;beftek0t th wnugoni;xt,erin!lSMe.¢h;mleidn79ngfm;. egaycde!!!wa: wnsdebttlSpiL Copyrighl 0 2016 A -I Rooffmises- AathonyT. Tombo ill, P.L Repraduaion of Ibis dosumeny.inoay fofm,hprohibited wishoufthe written permission from Ad Roafhosses- Aothonyf. Tombo ill, P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225314 XCAS6519C B10 HALF HIP 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierre, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:06 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-zCOvWfy8Rs2VZvz4Ux7xpWQYZTelayRfr9T3NnzVTkR T1-4-p 8-1-5 i 17-0-0 i 20-9-12 -4- 8-1.5 8-10-10 3-9-12 7.00 12 ' 7x6 G 4x4 = 3x6 = 1.5x4 11 4x4 = 3x8 = 3x6 11 Dead Load Defl. = 1/4 in LOADING (psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.33 8-10 >761 360 MT20 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.73 Vert(TL) -0.56 8-10 >442 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.06 10-14 >999 240 Weight: 138 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T3: 2x6 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-8, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 912/0-5-8 (min. 0-1-8) 2 = 1041/0-8-0 (min.0-1-8) Max Horz 2 = 612(LC 12) Max Uplift 7 = -451(LC 12) 2 = -310(LC 12) Max Grav 7 = 912(LC 1) 2 = 1041(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1323/471, 3-4=-520/85, 4-5=-349/126, 5-6=419/267, 6-7=-1181/800 BOT CHORD 2-15=-99111573,10-15=-991/1573, 10-16=-991/1573,9-16=-991/1573, 8-9=-991 /1573 WEBS 3-10=0/377, 3-8=-1298/814, 5-8=-426/446, 6-8=-788/1250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=19ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3, Exterior(2) 5-5-3 to 20-8-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 451 lb uplift at joint 7 and 310 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live load's. LOAD CASE(S) Standard twlbf�e�11ef1fylhn�>,nf •�a mnf nnsu!sr�ayslrxu rnus a casem�as c�stou{wrr7ure:s.{�ur� a rlEalr�;m �:re1 �{1lF+mlf f.a�f TffSlc£5irf mF.�pae;�a al eFa�yr. r£�f ia, rt.rr !l� svin� 1�,. rrf£1:�E1.bf lelf{ a sf mo.m! lLTt't1naMlettlts 3R'aN.esf{1f; aE iGCtall ld:{, A{eTIlJSUlJ. If(©:b{2rfrNFE)'EyIL4tpellM£121r1�TtM.f9{OlGybf(£fre£jR4151gfI1FSiiltl�Jl1P44!e4lfe($lI[S15+JiIA#Jb�A Tf¢5i{!'11]1E1(3llaQlflt,iiGI IEEE PI:I<flellfSfblEtt=.,r aruF{elFs, uallrtnr Anthony T. Tombo III, P.E. £{f!<it{Twbh£�lfslaf:nf lifllW'Idre.fr, a.!£clam£�£:y�{fm:ear�o be£ mna£nce£ixa{nitblxmrf£{>.a{Ina.rr!!n;£lo-nfmoaamtafwln nlT�:s,ma!{yr�nb�{1byf.sllfibrl£{ra:F,llanlaflf=rllrlama 480083 ne en,lr©rUlsiperfsl Aatf�fr. AulclfssetmdA:loa nixe rrcCiused Pii:lixsAr lei.Eeptseplcal Su!e¢I%azlkm(ilsPtreiukee 11 rnJ£d;&.VmJdnee;el6risripillef. lnldefie£sfte npnallBia nikfifsWl'�Ins o:l r,irels Oflin ryaeaerltless 6!adfAfrn,fdm 4451 St. Lucie Blvd. lenwh: iefa£llhorsfAtatEPfltdepfmv�£a{IJdlgrnes ilnklllkerlfn Pes_n67uI1r7rtll ra0rly0fllpn,frT�nsSrnfe F,rbin a!n,.satbl. biairdtf7inssmisemfdamt. Fort Pierce, FL 34946 Coppillbr 3) 2016 A-1 RufBasses-drthanyT.Tamho ill, P.E. 6eawdurifan of this doromeny in an yform, ispiobi6iled withoutthe mffien permission from A-1ladbusses-Andonyl.Toeba Ill, P.E. Job Truss Truss Type Qty Ply XCAS6519C 1311 HALF HIP 1 1 A0225315 Job Reference (optional) Al Hoof f cusses, Fort merce, FL 34945, deslgn(c»altruss.com Hun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:07 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-ROxHj?zmCAAMB2YG2eeAMjyl2t_cJQgp3pDcvDzV rkQ i1 4-0 6-7-11 15-0-0 20-9-12 -4- 6-7-11 8-4-4 5-9-12 7x10 MT201-1V 7.00 12 1.5x4 II 10 — 8 7 3x4 — 1.5x4 11 3x4 = 5x6 = 3x4 = 20-6-4 Dead Load Deff. = 3116 in LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DO 1.25 TC 0.83 Vert(LL) -0.29 8-10 >853 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.50 8-10 >501 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.06 5-10 >999 240 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 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 4-10-2 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 5-7-3 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 919/0-5-8 (min. 0-1-8) 2 = 1034/0-8-0 (min. 0-1-8) Max Horz 2 = 542(LC 12) Max Uplift 7 = -388(LC 12) 2 = -319(LC 12) Max Grav 7 = 919(LC 1) 2 = 1034(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/626, 3-4=-686/237, 4-5=-534/275 BOT CHORD 2-15=-1080/1702,10-15=-1080/1702, 10-16=-1080/1702,9-16=-1080/1702, 8-9=A080/1702, 8-17=-399/615, 7-17=-399/615 WEBS 3-10=0/353, 3-8=-1209/753, 5-8=-234/664, 5-7=-1130f729 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 5-5-3. Exterior(2) 5-5-3 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. 13)' 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 388 lb uplift at joint 7 and 319 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard s7a�uK•FlmutlrnrSklTrerinSe's IIWF iiCss4(^159�5636I1!L4fKU%(efliueS [JSIgXj IKME MKODs➢:rt—trrtltre,ippazSxsatrzsl uSfutis ire,s ksipgrtrhg(t[d;a�6e 1stmTl.irxle41:ILirmrna: Sies!tetwera relene2misesMerml[e [CD,nit fLTsta eemr rislsc sldlkr<.etixcC< sale,d:f. ksrTrcs gx� Fy®aaPz,sreartrFapirs R nesx! n mp[MsysaWsmaeytsadly pnh:vsoil erSioxru;resrwl6r Ss 6sq,slL4siagk Tm: [ya:lre tL•IAPelr.sraerTiFL tilrsl7ansmrtces, tatie[ udGiuu,nmlLep , mr,eae,ta.:swr h� l,rt<w,rxm:n arwg..:<.�g�d,amwnez r tram on. MthonyT.TomboIII, P.E. s80083 m[ s r h rmdx T't,�grxmnanenLarlxr,+r:m,la�ar:�raeQatriTtl�yrnnldermsae�Kda.urarty:s:md,emt[<,e1�.d®yr:mrrreewmamn.:ssdlkeen.ps<,>urttd ' nerrarqo:sly na[sYrdw.KRcnessdrduntoonduxrrcarnrKrtlnssnneEia:ep[rnaeeuterytsxcr�nptsnpasrenr[rintsxac,mn:<[Ixr�xdpuxe.tniturnern,nxvlbnnahnesdm[as:orz�ntmuorprtyxxene,:vadrmnnten 44515t.Lucie Blvd, e@errm,ieKmalp(wmsaegedyn!e mmaplrelprmalumaa. thfnetgrs!n GpmexhKutflrreilr!yga!pms,erTros, Spdew Egmsa o!n[I%Ilia}JII aIKdi:rl lx:uieaddixlmir[I. Fort Pierce, FL 34946 Ceppight01016AdR;olimsses-AnihonyHamhoIll,P.E. Reproducfiouolthisdomment,inanyform,isprohibifedwithouriewrittenpermissionfromA-IReothusses.AnthonyLTomboIII,P.L Job Truss Truss Type Qty Ply A0225316 XCAS6519C B12G Half Hip Girder 1 2 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:08 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-vaVgxL_OzUI DpC7ScMAPuxVwFHIT2odyITyASfzvrkP T1-4-0 3-0-0 4-0 i 13-0-0 i 17-0-0 _ 1 -0,6 i020-9-12 r 1 3-0-0 -0 3-7-6 5-4-10 4-0-0 -0��2-9-1-2 -t 4) 1 �1.5X4 11 2 qI 1�0 7.00 12 6x8 = 5 1.5x4 11 4x4 = 6 7 4.53 12 1.5x4 11 5x6 = 1.5x4 = 1.5x4 II 5.0.4 20 -9 -12 3-�7-7-13-00 17-M 20420-6-4 35�T 4-" -0 2-0-0 014-6 Dead Load DeB. = 7/16 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 0.80 Vert(LL) 0.25 13-14 >973 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.66 13-14 >376 240 BCLL 0.0 * Rep Stress Incr NO WB 0.91 Horz(TL) , 0.35 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.41 13-14 >599 240 Weight: 348 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1:2x4SPM31 BOT CHORD 2x4 SP No.3 *Except* B2: 2x6 SP No.2, B6: 2x4 SP No.2 B1: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. Except: 10-0-0 oc bracing: 9-10 WEBS 1 Row at micipt 7-8 REACTIONS. (lb/size) 8 = 3363/0-5-8 (min.0-2-0) 2 = 2974/0-8-0 (min. 0-1-8) Max Horz 2 = 51O(LC 8) Max Uplift 8 = -2034(LC 5) 2 = -1544(LC 8) Max Grav 8 = 3363(LC 1) 2 = 2974(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8557/4862, 3-4=-8432/5007, 4-5=-8332/5032, 5-6=-1276/782, 6-7=-1249/764, 7-8=-3134/1921 BOTCHORD 14-22=-1938/3332, 22-23=-1938/3332, 23-24=-1938/3332,12-24=-1938/3332, 12-25=-2092/3578, 25-26=-2092/3578, 26-27=-2092/3578, 11-27=-2092/3578, 11-28=-1734/2839, 28-29=-1734/2839, 29-30=-1734/2839, 10-30=-1734/2839, 9-10=-218/458, 6-10=-305/285, 2-33=-3636/58B4, 2-34=462717478, BOT CHORD 14-22=-193813332, 22-23=-193813332, 23-24=-1938/3332, 12-24=-1938/3332, 12-25=-2092/3578, 25-26=-2092/3578, 26-27=-2092/3578, 11-27=-2092/3578, 11-28=-1734/2839, 28-29=-1734/2839, 29-30=-1734/2839, 10-30=-1734/2839, 9-10=-218/458, 6-10=-305/285, 2-33=-3636/5884, 2-34=-4627/7478, 14-34=4619/7487, 14-35=-2859/5060, 35-36=-2859/5060, 36-37=-2859/5060, 13-37=-2859/5060 WEBS 12-13=-832/2019, 3-13=-443/474, 5-11=-1026/1764,5-10=-2455/1519, 7-10=-2023/3308, 11-13=-800/392, 5-13=-3674/6240 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 -1 row at 0-7-0 oc. Webs connected as follows: 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=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 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) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2034 lb uplift at joint 8 and 1544 lb uplift at joint 2. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 1244 lb down and 543 lb up at 5-0-12, 493 lb down and 255 lb up at 7-0-12, 513 lb down and 264 lb up at 9-0-12, 491 lb down and 305 lb up at 11-0-12, 494 lb down and 381 lb up at 13-0-12, 494 lb down and 381 lb up at 15-0-12, and 494 lb down and 381 lb up at 17-0-12, and 537 lb down and 360 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-7=-70, 10-14=-20, 8-9=-20, 14-19=-20 Concentrated Loads (lb) Vert: 11 =-494(B) 22=-866(B) 24=-493(B)25=-513(B) 27=A91 (B) 28=-494(B) 30=-494(B) 31 =-537(B) Bi�bg-Flmu drtsyllrrt*ixfx1110Di ilaS50(S,`it(Y�.D[F96l t9U56msmDClS(D1TDN5'64TcrJ tO'6'aT[aBYttT'Isn TrtDt teilppmrasa Hires/eefsn3sTnstNeipa OneapjlLY";a:dQe 47feyl.Is:km,pf.ldaesh SSe#ldrere. rAesseRaaNe rthlpC, leD,atr Iffietmmsmeplenr sxDksseslarSe7DGblesd:f.G nsDes:g Fej�rt7.e,SBem6{Essies p,B::slnc�(Il�rysesulsomytasrd6srssk:siw:!esehz:mgrnrussdi*..ryhr;t¢Issipst Mesh Tsn:(yia.MaruTeeedr,es1a1R1. rxissyemmikes, Iss(uim(6sr,ssd:lBat :. Anthony T. Tombo III, P.E. rte ued[aTrsss krwp kl0.tglslke issrnS:IfidbsOnn,ta Onels anF:met sgaCnn: GDfm6Om.Yser,b3e usleddhe R(,tke lEC eel l(slrifkilfegseteselR4l. Rx ypxrtldli<TDDset tfi:liesre!tleinss,tsdsiiyssed�slsytbs(sr�limsd Fnr6 s4v�l selBe n!pesilDApd =80083 ' IhBsiIf:BD:agzrus6fiu1rt.RVralssId.4ielsstoord;f10c;elphlmultur:of:ynnsnetsrmnasBus,fdrouetrl-dpd-.Tntarienaeresrns;irineesr:eesartmsso. e,it:ss[reap:ofsaraeBrzssunmmm;rtssss 4451 St. Lucie Blvd. sHnrlssleMWlre(srn�greadepsle ruLrg lydlp:mes unhe1 Ha Tras Deags bit- 610tde 1,311q Deslp,y.T rssS1V.l.1b:ndeyb,Na7:DaiCdaeBCM1zsm6ldnSOTrR. FOR Pierce, FL 34946 (opysightD2Ol6AdR.3ofTmsses-AathonyLTomho(II,P.L 8aprodudion aphis dommem, in any form, isprohiblled withomthe miven permission from A -I BeolTrusses- AmhonyT.Tmmlo ill, LE. Job Truss Truss Type Qty Ply XCAS6519C B13 JACK -CLOSED 1 1 AO2�317 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.coi Run: 6.020 s Aug Al ZU1b vnni: U.UZU S AUg 31 ZU1 b MI I ek Industries, Inc. Fri Mar 31 09:13:09 2017 Page 1 ID: PU4MzygZ_tyuGVhnMdh2ZPyH?LO-Nn328h?OknR4QMif93heR8139hkDnDy6X7ij_6ZVTkO r14-q 6-7-3 13-0-0 1-4-0 6-7-3 6-4-13 7.00 12 3x3 11 4 4x4 = I.- 5X4 I Sx6 - LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.15 5-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1,25 BC 0.51 Vert(TL) -0.21 5-6 >727 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.03 6-10 >999 240 Weight: 73 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 1 Row at midpt 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 693/0-8-0 (min.0-1-8) 5 = 557/1VIechanical Max Horz 2 = 452(LC 12) Max Uplift 2 = -165(LC 12) 5 = -340(LC 12) Max Grav 2 = 693(LC 1) 5 = 557(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/95, 4-5=-290/240 BOTCHORD 2-11=-507/812, 6-11=-507/812, 6-12=-508/809, 12-13=-508/809, 5-13=-508/809 WEBS 3-6=0/339, 3-5=-940/590 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 4-6-12, Exterior(2) 4-6-12 to 12-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 340 lb uplift at joint 5. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard txxlxu3,xrm .r;.Rxtp6tcrghrMMr5,,np;T.,. iuspetmWis. 'FsA:m.in ViltitssvEt si-0-k IN 46,dd g�tuanstt,�rstdn Anthony T. Totnbo III, P.E. sdnedtlltlnxlxaxrfiJdaptsarn:pettiN?epd6:§air, sit6.ufsadr&'vda;xdnee6>::4ar)niptn,urxtmatti. ift7t,dt�etd:lu de�ti�z;:t:; ad7N ingprntidtaei:;7slecTNelds:ed3z insta'sticgl�mysu�ggaaeemaa.�bwugt4eCled,assnsiiwa! #80083 Aa latixrdeti rdlehscst, ktoaatsdxd�8e100u!lrsrrsSassNgaFi,esdtatk11Kai nr'S xV6lse.-nsat S,'µUisidkritladS3.4 nxteF.ttecihrd.ral;ziSnr.til•I knxsie,esdxast75N,tndNiesdiisrntsWsi�n, rrm hsgt fs32nt¢l ircsskadsaaix,estss s 4451 St, Wde. Blvd, Sretrhek9s,dff a Cez`ndsyeN�x! h+titiyEr xCpuhdsnht4 idertxss6asdpfiymsa it N01 §, W xigslass�xThst,'istt,tEekxer drq dxrGxA !.?xgd.:.ud , m,m,t tx`sedSt IBI, Copyright02016A-I&edTrusses-AnibonyMomboill,KEteprodadionehbisdomment,inany fnssi,itptmbi td.0h"IthtwireapermissiotbonsA4 Infinities -Aalbasyl,hmbolli,p.E. Fort Pierce, FL3494tr Job Truss Truss Type Qty Ply A0225318 XCAS6519C B14 Jack -Closed 3 1 Job Reference (optional) Al KooT i russes, t-on Tierce, rr_ 34`J40, aestgnraa_iuusS.Com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:10 2017 Page 1 ID:P U4MzygZ_tyuGVhn Md h2ZPyH? LO-rzdQM 1 ?fV5Zx2W H rjnCt_MaDf5z5 WjTFIn RG W YzVTkN i1-4-0 3-0-0 4-3-1$ 7-2-5 i 13-0-0 i I�3-0-0 -3-1 2-10-7 5-9-11 7.00 12 6 3x 5x6 G T 18 � 1.5x4 � 5 � 4 1.5x4 11 ~�44� �7 1 2 m 8--- 7 9 1920 223x4 - 23 5x6 = 3x8 i 1.5x4 If 3x4 = 1.5x4 11 4x12 = 3x4 = 4-3-15 i 3-0-0 441-0 7-2-5 12-8-8 13,q-0 3-M 1-" 2-10-7 644 •8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) , -0.11 3-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.32 9 >487 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.24 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.23 9 >671 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 31, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 514/Mechanical 2 = 743/0-8-0 (min. 0-1-8) Max Horz 2 = 504(LC 12) Max Uplift 7 = -361(LC 12) 2 = -228(LC 12) Max Grav 7 = 514(LC 1) 2 = 743(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-412/207, 3-17=-403/216, 3-4=A 217/440, 4-5=-755/222, 6-7=-300/256 BOT CHORD 3-21=-903/1618,21-22=-903/1618, 8-22=-905/1616, 8-23=-569/968, 7-23=-569/968 WEBS 5-7=-1069/626, 5-8=-71/415, 4-8=-688/376 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 1-11-10, Interior(1) 1-11-10 to 12-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by'others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 7 and 228 lb uplift at joint 2. 7) This truss has been designed for a'moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. = 3116 in PLATES GRIP MT20 244/190 Weight: 79 lb FT = 0% xtrsg•netsta:iaYr, iem�ea•taco: nrn,ts(u�p rraant+ls a mssrrras(ntcu{latn'iz(u�xs^wu�rhra tart r:sgf porxEES ot,�t.�:iQai rnn r:;;, �e.iypec, c+aa sin, t. per em.r: rt(rEutsgmganie n� r�Eti�r:�e ixd nae ([�,nlr 'giieteE¢ctbrgW.it stftfntttu Cng[iBpkefl gethan;si�tGgu:uts,SgtkEAt `spe e,p^e nesuntTGPnme Ena<i=gtau Rsp$.ei.fwi eogiinElagaipau:euytrc 4efssipt[(xs ;G;TEtstitprledw0ef9Dtttr.oE/h lF(I, ilehi,7tnts,psz:. (s ig mh.,:ns, ixtakF Anthony T. Tombo 111, P.E. aches'ttis tnnttintixl4ugut^srrPcsir gra�9sxu,6sC�eui¢x�mirdtgWut2eW tag?squ;,bta xsi(¢gegt,3ttg.stu lsidla:tegttltrd;Ha. tneggre del tgtlRlttl egSEiirttl:t iEtst.31'.reagf32t�g.smu;e,a<.IaCmtesdhu gfevGkeMuyxsi�':3gd 80083 to tn`tugCa;ips a!(fetrcthr. tlnxtsftt141at.I TvDgt(agrrtas¢fgnY"rses:5hs:cid¢yGegr,SdE$IuteetiE(S4�p#lisld6g47etaStten tdeeet:ita: gialgfleae:(tldlrnesE,etpav;i7nEtullgESAtker7ss 6etiE,,tnst(KiTt[rcnr¢tins kmdsrtna,ccltst 44515t. Lucie Blvd. C'tE(biitt4'att4T CiVt`P.is7tPlSpEf 6sltbgt, eGpates £iti!tg, T2tt ISS r1N} Gjatx>.6519/ tfknegi51g3„,NTim SgshatEghrn dsggeeti:g, t$RpRi'stlteiffESn v idetl tt IpEI. Fort Pierce, IL34940 {epgrigtt (0 iDid A-1 EaolLcsses-Amtscyl.lem5n 111, p,E ?eproduu;aa oiltrit dawmenL in uny [ac is pra6b0td.it6eet t6en�dCen peimissics fiomA-1 teof irutses-Asl6ecyt.lo� Lnlli; P.E Truss Truss Type qty ply FJob S6519C B15 Half Hip 1 1 A0225319 Al Roof Trusses. Fort Pierce. FL US deal n@altruss com R Job Reference o tional 9 un, 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industdes, Inc. Fri Mar 31 09:13:10 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-rzdQM 1?fV5Zx2WHgnCt_MaEu50SWndFInRGWYzVTkN r1-4-Q 3-0- 4-0-0 6:-6 11-0-0 130-0 '1-0-0' 3-0-0 -0- 2.4-6 4-7-10 2�0-0-0 7.00 12 4x x4 Ili 3x4G IN 1 tui In 1 /' n 183 ! �1.5x4 11 2 c i i' 0 1 009 22 20 9 23 8 24 7 4 10 5x6 = 3x8 G 1.5x4 11 3x4 = 3x4 = 1.5x4 11 1.5x4 II 7x8 i 3x4 = 13-M 3-0-0 A-O-0 6-4-6 11-0-0 12-8-8 3-0-0 -0-0 2-0.6 ' 4-7-10 3 1 V LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.12 10 '>999 360 TCDL 15:0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.34 ' 10 >455 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.25 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.24 10 >634 240 LUMBER- - TOP CHORD 2x4 SP M 30 *Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 31, B3: 2x4 SP No.3 82: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end vertirals. 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) 7 = 511/Mechanical 2 = 745/0-8-0 (min. 0-1-8) Max Horz 2 = 438(LC 12) Max Uplift 7 = -285(LC 12) 2 = -262(LC 12) Max Grav 7 = 511(LC 1) 2 = 745(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-322/130, 3-18=-313/142, 3-4=-929/389, 4-5=-276/72 BOT CHORD 3-21=-691/1126, 21-22=-691/1126, 9-22=-693/1124, 9-23=-695/1130, 8-23=-695/1130 WEBS 5-8=-193/470, 5-7=-709/469, 4-8=-1010/605, 4-9=-26/346 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 1-11-10, Interior(1) 1-11-10 to 11-0-0, Exterior(2) 11-0-0 to 12-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 7 and 262 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Dell. = 1/4 in PLATES GRIP MT20 244/190 Weight: 85 lb FT = 0% . R>litl'3➢tl,e�l�.tSFSh(tkA@{'4t t�lli#R.(I(r(##X#1t{G{rtl#llt$#}]rLtr�':i f03-Q#oi;BU'Im tr"4i'gtp.05miltd.iis a Miii lop :r,,-;i Uj tiLtWWI. 4.kL11,hki:td#trd t&t"L h1m 4,01 oe..d attl i[[y Hlt Ski tt➢3letti thtit{bNfiSd.#SiL7i5 ititji:trgtO K.l„rtRR(Jji4ti(b'�]I FpiirttlQ it tSF$S tSEtf( iktli�FkttYit{�Stlt�tretlrifY:i}i](prli(SSk�li�t 51P�3Tt}SSE•r�.ttti9n"t rx�i[((,tE(R)rdi,l➢t({iV'itlSI ArSA;: �hirtRrR�12 sxtabi5r Anthony T. Tornbo ITT, RE. mimldWs inutxui tatltaluYrr,{it;i#t'dr>'ttt 6rexydituft➢tfsn?riZpederAlrtifupreiyie,itrwtx'e3a L"t:1t,3t�sf tssrxd lxt tn!➢iidp{I. Taegrntddtl➢1:JMterGeNrtd�nrs,3�'siurba 973ystuyt, ctld�wsdhetap f9tE#:5ttnptss�#i.Jpe .9,'80(}$3 'ta'Rur dAta.: iidrreeat9r.i7a,-xisnta6tSe[riir¢!6t#tattes¢!#itlt:ntsa<kt kdtzybepatSfda'dhaxtim{i6l;rstfis§d#r;rinlSS:Aui rdireailtnleicil,lei;a ifl!#sesd�recrit:ii�assiedlaisi'tner:rssGtsi, t5 trots hcpn [elmlulirc:s V.srslrmns,eitss t#e(titrdsXaid#ta(ttr!➢yeNeit tEer9isttpCpamisanlef ilELEuDEuptey¢e<•6Xtll#t tutlagrns4ats,aaiasskni:4htrsrudtn terii#, dX egXemt•t cstn asdhddatrtl. 4451 St. Lucie Blvd, Upyrigtt0701A A-1 Red tresses-Anibuyl. Tomb111, P,F, ieprodu&m ofshis dotument•in unyfasm, is prehlbited W04ee1 the written peressien them A4Yeotiiussts-Anlheeyl. Tom -he III, p,F. Fart Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225320 XCAS6519C B16 Half Hip 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. Fri Mar 31 09:13:11 2017 Page 1 ID:PU4MzygZ—tyuGVhnMdh2ZPyH?LO-J9BoZMOHGPhoggslHUj6WZ7OhUH5FFbO—QBg2_zVTkM 1 4-0 3-0-0 4-0-Q 5-5-4 9-0-0 13-0-0 1 4-0 3-0-0 1-0- 1-5-4 3-6_12 4x6 � 1.5x4 II 5 19 6 Dead Load DeO. = 1/4 in 7.00 12 I I 1.5x4 4 2 n 18 W1 \\ i 17 3 ' ................. i _ .... [o e,1.5x4 11 2 4x10 2*3 25 8 26 5x6 == C 1 0 21 22 3x4 = 1 i 20 12 4x6 = 3x6 = 1.5x4 11 4x6 = 3x4 = 3-0-0 4-0-q 9-0-0 12 8-8 13 Q-0 IN-0 3-0-0 1-0- 5-0-0 3-8-8 Plate Offsets (X Y)— [2:0-4-9 Ed'ge] [3:0-5-0,0-0-4], [5:0-1-8,0-1-8] [7:0-3-0,0-3-0], [9:0-2-8,0-1-12], [10:Edge,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 0.98 Vert(LL) -0.15 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.40 8-9 >386 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) , 0.16 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.22 8-9 >712 240 Weight: 74 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 132:2x4SPM30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, 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) 7 = 533/Mechanical 2 = 717/0-8-0 (min. 0-1-8) Max Horz 2 = 366(LC 12) Max Uplift 7 = -244(LC 9) 2 = -266(LC 12) Max Grav 7 = 533(LC 1) 2 = 717(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-536/138, 3-17=-471/148, 3-18=-1062/620, 4-18=-1025/632, 4-5=-589/347 BOTCHORD 2-20=-397/571, 20-21 =-397/57 1, 12-21=-397/571, 3-11=-337/260, 11-22=-413/609, 10-22=413/609, 9-10=-232/353, 3-23=-462/658, 23-24=462/658, 9-24=462/658, 9-25=-859/1223,8-25=-859/1223, 8-26=-386/560, 7-26=-386/560 WEBS 5-8=-259/590, 5-7=-801/542, 4-8=-754/532 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.1'8; MWFRS (envelope)and C-C Exterior(2)-1-4-010 1-11-10, Interior(l) 1-11-10 to 9-0-0, Exterior(2) 9-0-0 to 12-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 7 and 266 lb uplift at joint 2. 8) This truss has been designed fora moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard trta-�s;-flesse:m�; mk3 fie'4113r RDSv(SfllTp f'�Js:`[C�6ttOC1tt7t3ttll@4{Y8![tikSFlk;r�lli%t'hm,tahsa�rr.NssdseKed+snplsircnCa*ip Lrsss;ilCH s:lss:FSSurt.h aalli,tiU.'rssu Skdlefertee. Paescsxsrse s>^edahe iLG,nrtJ W`:+&amtJes;H4s si Nns4fn ha lfih's+w6i.[seT+ssiss�p:siieee(4Sf+r��lEs1 +r+p�s ssd+tcr7E4nmss suxu;r exlie r+du d:a;nssmf:e:rsn�itcFlatu[ed�.e(hnu,shnsirrmHasGef3Ds+It,s�a lFN..isksipns:sprcxu. br srmet2as,srtz.ia! Anthony T. Tombo IIi, P.E. W.V. Pis rnssln"yW.1.otuWr pWriwd 9.Oasr,ti!CsYefssz andquser8e rx'ds;4111..urr+x.ttldIts K N aMdels;d li3ia;:+h W1,14.14gFsd0asIN (.19M;4 ON Ims,n-; kz64surc;e,k'.Vd.s2kKq sidis Ne'u ".. if #60083 Sata'W;faddyea7fssAss`a.19u7sstled¢6eC9af6e;rutssmtffi'aes3MtuEls70gas¢k5ardytt�re(r6Ez;ilisl3fkYnlSN3ensefrer,�lcrrcrsl;alsne,tiYf1,�nes3ssesp+uil:TmesnddFi+sa6sLssQesi;;u,Ira;sPassefarecnsetsnnP,a,hanse+slss 44Si5klueie0lvd. :#er�saas�udhsfe:;vJs;edsteohn:srt,d:;ar+snnled.3etrustedg�Fearxs:Ka:l+tnebf:utias,arassr;ssmhycsttdmi4euy.:+fa'rcedG:rsms-.€±`sedmlFFl. FoftPeree,FL 34946 rapyrigut02916A-IRedbusses-Amizg1.IomhIII,KE, 4predudieadshisdommem,inanyrerm,ispro6bited-hoosshewrixenpermimionhomA-1Raeiisassas-Aarkaayl,lamEaiILP.E Job Truss Truss Type Qty Ply XCAS6519C B17 Half Hip 1 1 LbA0225321 Reference (optional) 0 Sses, FOR riu-, - 34946, ura19111gd i truss.wm Run: 8.020 s Aug 31 20i6 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:12 2017 Page 1 I D:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-oMIAnilv1 ipeHgRErBEL3nfcqueG_gnYD4wNbRzVTkL 1 4-0 3-0-0 4-0-0 5-0-12 7-0-0 13-0-0 1-4-0 3-0-0 1-0-0 1-0-12 1-11-4 6-0-0 1.5x4 3x8 i 1.5x4 II 412 = 4-0-0 5x6 18 12-8-8 1Q 3x3 II Dead Load Dee. = 1/4 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 19 TC 0.82 Vert(LL) -0.12 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL I.25 BC 0.94 Vert(TL) -0.33 3-8 >461 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.23 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.22 9 >715 240 Weight: 70 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 7 = 513/Mechanical 2 = 744/0-8-0 (min. 0-1-8) Max Horz 2 = 293(LC 12) Max Uplift 7 = -235(LC 9) 2 = -286(LC 12) Max Grav 7 = 513(LC 1) 2 = 744(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1052/658, 4-5=-791/523, 6-7=-204/259 BOTCHORD 3-22=-799/1144,22-23=-799/1144, 8-23=-800/1142, 8-24=-511/721, 7-24=-511 /721 WEBS 5-8=-172/472, 5-7=-758/523, 4-8=-551/367 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 1-11-10, Interior(1) 1-11-10 to 7-0-0, Exterior(2) 7-0-0 to 11-8-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8[ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 7 and 286 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard .. ... �q•flrn[�r,[c*hsm&e&e'9li)3ET@CSSri(fE@LTj EER9s!i.WBCCNctf,�ll E€SIC@f�'L7!A'j.'CtKCfiwEU311'brv, rn�dnlspraas;[!saan[le:tymlYs'smsEssyarmn@I[c[,m{#s FtRsa@l.:'ar>3o ly@£6."rsus SEmlrhtt n[. Os;[n ruerie s�[la3viCq nir 9a aksme7n;'Y[t rt[:kn'dW@x10.uh nG#!stT•rss 6pEe�sroi.4,�eaR!'n.,,crna�o nslmagiWnxasa maupn:[ON!raksumlwQs[nbyn;;tuiC tlerfnlesipss(SttiRlsbani[rilrtttru @i6tAr,ninlfl 1. iu fmgt n;r,@ rs.la el mrifh@t�N 7 m !,urkodwaaauf,x[rwah"Jke-rp--WIIIl.rmq@n,aanaraclm@fiAI'Olt:nitro€n@sue mry[,,�mmcepxs,Skr,@fx"4cniaE� Anthon T.TomboItI,P.E. ' xdesea'tllslnsslnm. v^srr ni aNsC.ms,W.C.wiac'Smu[Z n:r3elrYis@s Y#'80083 8e@ati4a;@vir-xr.wl4etRchr. t1a^s[squfbk[T70aibsEsatas fryle'®[sstee9�it j0¢pssCSr�tfi rc naCit}ShcisiaiSr iP!¢!SK@sn refaac�dfrs&Esrnisnlm;zf5?!t'.a[slenifev.f-rttssmd #fies>!Ler+ssAei: Sy lnnMyn Er;rw ¢f;nss Km.4srtn[r,s�isss 44515t, l.ude Blvd, aiEn,iaA[9aedryaCrocsJ•rp`etlgnhxidv@lSaCpaSat shr8 i@elrns Casipfi}brS8C11aWmts;.esigt„arnnSTstaa h;haaitlm@ariiap A5rt@id'aNt[=.n: v[rstfisttgttbl, Fort Pierce, FL 34946 � Eopyrigt@CLi�16A-I RoofTeasses-An@eay/.lem6ei11,P.Lrepmdutlianeil6isdemmenv,inoafhrs>ispm6ibited.itbaa116er;rii;eoptrmissioai[amM7&aoiUusses-Amdc^-Y1.Tex6eIII:P.E, '. Job Truss Truss Type Qty Ply A0225322 XCAS6519C B18G Half Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:13 2017 Page 1 I D:P U4 MzygZ_tyu GVhn Md h2ZPyH 7 LO-GYJZ_22Xo0xVvz0OOvlab_Ck21_8j7lhSkgx7tzVTkK 1-4-0 3-0-0 4-0-0 , 5-0-0 _, 9-0-01 13-0-0 1-4-0 3-0-0 1-0-0 1-0-0 4-0-0 4-0-0 1.5x4 3x8 i 1.5x4 II _ Dead Load Defl. = 5/16 in LOADING(psf) SPACING- 2-0-0 CS1- DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.32 13 >488 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) ,-0.60 13 >258 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.27 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.33 13 >469 240 Weight: 68 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B3: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc pudins, 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) 7 = 886/Mechanical 2 = 1104/0-8-0 (min. 0-1-8) Max Harz 2 = 221(LC 8) Max Uplift 7 = -523(LC 5) 2 = -552(LC 8) Max Grav 7 = 1264(LC 34) 2 = 1157(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-501/152, 3-4=-2365/1063, 4-19=-2234/946, 5-19=-2234/946, 5-20=-2234/946, 6-20=-2234/946, 6-7=-1031/506 BOT CHORD 3-25=-981/2090, 25-26=-981/2090, 10-26=-981 /2090. 10-27=-981 /2090, 9-27=-981/2090,9-28=-1001/2166, 8-28=-1001/2166 WEBS 4-9=-244/858, 4-8=-291/250, 5-8=-419/354, 6-8=-985/2331 WEBS 4-9=-244/858, 4-8=-291/250, 5-8=-419/354, 6-8=-985/2331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 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 523 lb uplift at joint 7 and 552 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 275 lb down and 242 lb up at 5-0-0, 186 lb down and 123 lb up at 7-0-12, and 186 lb down and 123 lb up at 9-0-12, and 186 lb down and 123 lb up at 11-0-12 on top chord, and 297 lb down and 151 lb up at 5-0-0, 235 lb down and 54 lb up at 7-0-12, and 235 lb down and 54 lb up at 9-0-12, and 235 lb down and 54 lb up at 11-0-12 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: 1-4=-70, 4-6=-70, 13-16=-20, 11-12=-20, 7-10=-20 Concentrated Loads (lb) Vert: 4=-1 0 1 (F) 9=-254(F) 5=-61 (F) 8=-62(F) 19=-61(F) 20=-61(F) 28=-62(F) 29=-62(F) Zt'Gast;-nitse rt�;h!!!irr6e'{d rDr iilr$illxjE%A'JS!'tsCltOktisa35r[51€idi'!T!glr�E0F:u6Yt.AM1"htn, M9p hixxrrw^kssi¢eteettdtsta[isimsil:irfEmnriiDD;esllle ptlkct•,t.teraotlyriUh:erf ShA1&.,fst. Pdnsf^si:f tpef^e rED,ffy 1fi'tAaatdts pltn StCkmldts CulDDpes rd�3. is lTrostSesgl pwntia,$ie¢�Iry- ttu'�s stCnurlC�nxeutsnasrRrsxPexaht.�tltl!yrsenGpns)s551uYp fa Reftsipet}6fsi:iliTrnsilpl9eda4)iPalr,t#n lrt 1, iMkspnu ps:.:;l>tq ;fs,ust!ra; ,nNony T. Tombo Ilit P.E. adtitdillt Tnstlefn(t33Lppq'utfti(ttSiS(ih,3@:.t++td,ll',Dixltt it 2lVEtirnlU�t 1>:'�tr t11piF(.UhttAS`.it$�SL fir, 1f 6rM lS+rhfJ lALRrit.l.9b$1'fl 1. rkt(ptFnIAISi P.'a fsj el(Stl¢sit tt (inff, 3!`sEtej ' itt.5lett{!,3!Mk?n A{Hf(alp f4tG4. CM!'tpletiU:7ri ; 80083 lets°GalCrtlpac01(nwo,:.1u 44515t. Lucie Blvd. f6tfui:fp?nd4)flrrtpeels3tflWtnivpEy eRpsYpes�rtht!)petltss Deslph}'af!•tsSDl ds rnf sp Dtslpex.r. rnssSpataEltasx trap Ee atp,i„ltpr%�trn�c:en r. tiseett, Ir6l. Fort Pleree, FL 34946 fopy6obt02016A-1loci Tusses-Ambecyt.TomboIII, U. ieprodulri¢e¢is5isdafnmtnLioonyLlm>ispr¢6i6ited.bbnuflheorireapermissi¢cfsomA-)t¢otircttes-Act6ceyt.T¢¢!¢III,BE Job Truss Truss Type Qty Ply XCAS6519C C01G FLAT GIRDER 1 3 A0225323 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:14 2017 Page 1 ID:PU4MzygZ_t GVhnMdh2ZPyH?LO-kktxBO29ZK3MX7bcycGp8Cl5hiQeSUorgOPUfJzVTkJ 4-11-12 , 9-7-15 13-0-5 16-0-15, 19-1.8, 23-1-2 4.11-12 4-8-4 3-0-6 3-0-10 3-0-10 3-11-10 i 802 = 2x4 II 4x16 = 4x6 = 3x6 = 48 = 1 2 3 4 5 6 7 8 11 1 AM �i: 1i VP 6. VIl.3 4 1 ' l; (I :� 3 }NS tt 3 VV$ VIF3 f • :� 3 W o i 1 7x6 = Dead Load Defl. =118 in n ZO T\- 15 1813 2111 2210 23o7x8 = 6x8 3x6 11 4X8 = 12CLUSTER (14) WS45 SCREWS 2 ROWS Ca 4- O.C. 6x8 I I 4 8 = 4x6 = CLUSTER (20) WS45 SCREWS 2 ROWS Ca 4' O.C. 4X6 = 4x6 = LOADING SPACING- 2-0-0 CSI. DEFL- 7x1irVTd&r I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.16 Vert(LL) -0.07 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.20 14 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(ILL) 0.09 14 >999 240 Weight: 1282 lb FT=0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP No.2 *Except* B2: 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3 *Except* W1,W7,W6: 2x6 SP No.2 W8: 2x8 SP No.2, W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 8-9 REACTIONS. (lb/size) 16 = 7387/0-10-0 (min. 0-2-14) 9 = 12658/0-10-0 (min. 0-3-8) Max Uplift 16 =-2603(LC 4) 9 =-4839(LC 4) Max Grav 16 = 7387(LC 1) 9 = 12658(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 6=-7312/2614, 1-2=-3402/1217, 2-3=-3402/1217, 3-4=-5164/1858, 4-5=-5164/1858, 5-6=-5164/1858, 6-7=-2404/862 BOT CHORD 15-18=-2295/6305,18-19=-2295/6305, 19-20=-2295/6305, 14-20=-2295/6305, 13-14=-2295/6305, 12-13=-2295/6305, 12-21=-134513764, 11-21=-1345/3764, 11-22=-1345/3764, 10-22=-1345/3764, 10-23=-828/2325, 23-24=-826/2326, 9-24=-1078/2936 WEBS 2-15=-477/168, 3-15=-6869/2550, 3-14=-3550/9423, 1-15=-2803/7828, 7-10=-192915378,6-10=-4679/1664, 4-12=-482/172,6-12=-1766/4819, WEBS 2-15=-477/168,3-15=-6869/2550, 3-14=-3550/9423, 1-15=-2803/7828, 7-10=-1929/5378, 6-10=-4679/1664, 4-12=-482/172, 6-12=-1766/4819, 3-12=-3596/1375, 7-9=-6398/2287 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 04-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=23ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2603 lb uplift at inint 16 and 4839 Ih unlift at inint A_ 12) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36,37 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10152 lb down and 3909 lb up at 9-7-15, and 7410 lb down and 3082 lb up at 22-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pin Vert: 1-8=-90, 9-16=-20 - Concentrated Loads (lb) Vert: 14=-10152(B)24=-741O(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=-80, 16-18=-20, 18-20=-50, 9-20=-20 Concentrated Loads (lb) Vert: 14=-9618(B) 24=-6946(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-40 Concentrated Loads (lb) Vert: 14=-7817(B) 24=-5695(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=3899(B) 24=3072(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 continued on page 2 Uniform Loads (pit) �� ilRatj-fl!nitaf8jlrtt!k8 tte'4l rift Tl�f$Edl�'y{�L�L43�.4j((6N�3$:(1TE'�E7'Eij!a�iig(�rttE�6Y:XE'1i1t1,(Rij dtL(F(Ytt2t't.'f¢tti[d U1n R�3i1i39 r:9,R:T.Alctil['[�pj�t:tli¢LiT,it&g67,rf.rtEP:i6:t$1eti Et!¢tefN,r&`tttf.Y.ty�Lt tl.'tdY".f Tr'6,R(j WitiL¢ueAr rettssf%kn.itrfrl6i d'n nh!(Setroi3:r.3�Ega!r.yy$IeGro iten'yts sfduszjltpnpe3m3px;ermrrspeFhu:uel!cpen3lty:t;jpr;aryht t�rinrpstfiniajltTtnt ie}rhDmRf E30tslr.ata IIH.:it ktlPnieej!ias.l.>:srat(c:wysrhkr.7; Anthony T. Tombo 111, P.E. sdtst �'roh fnurtrL¢jStl(�jumngnsad¢du!Sfm.psC.ufs¢Caa,tdfpWerflerslmE7ettpn,u6etx--n�'t$!Uf,£e6:cfh!IrteiH tuE nl rdTl E.T.wtjjsttdd6tltd egSeNe,trl Se iitstiiurScdr xsta�el:,std�u,vli.otsb¢Gltr+eryK,w�(¢r t60083 ' 'h3 ELI`;(jlr6PnrY19SJ(LthiiEt 11ltLS StIt3iIDnBiN6fe(ktj(aERS¢(rAi?'Vt53i(N 'y E/SrAC:1$5�s'i �N^ 211E$�jE{tif Er iEi¢id$t.�d ttfiPr!IL2It(EtI{R!RiF.id�,•!. Tii�)if�0tf'�fitiji351:id',Si tdig'L'l.(411¢t3L'r�FSI�'rtt,rLy;3N iip Elrfwlf@('ttf9�i0AtN,Fii!n 4451 St. E.ucie 61vd, wte!ei¢edstatd lle(txlced�,{ssbneNlErtArL4itshntyiRtBmsNtstptRgWxi3 NNl i, trislq ErsiT3x,f [asstrsftpbt$f¢exLl¢jtm(nj, ;lutdfatd�ec3Lteadr!IgUt•I. to ds02016A-I AoatL¢ues-Am6en l.lemha III, ie fodatioe d1his domment, in an Ias,n tahiEW-itbaad 36e nfiuen etmiWor bom A-1 rooffruses-Amber 1. lamb III,P.E Fort Pierce, FL 34946 PYrich Y P Y' P P Y Truss Truss Type Qty Pl73J.b Fob S6519C C01 G FLAT GIRDER 1A0225323 Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, clesign(a)aitruss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=3899(B) 24=3072(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (Ib) Vert: 14=3909(B) 24=3082(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (Ib) Vert: 14=3909(B) 24=3082(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=3899(B) 24=3072(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=3899(B) 24=3072(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=3899(B) 24=3072(B) 11) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=3899(B) 24=3072(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (lb) Vert: 14=3909(B) 24=3082(B) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (Ib) Vert: 14=3909(B) 24=3082(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-50, 16-18=-20, 18-20=-60, 9-20=-20 Concentrated Loads (lb) Vert: 14=-6410(B)24=-4575(B) 15) 1st Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 17=-200 24=-6136(B) 16) 2nd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 19=-200 24=-6136(B) 17) 3rd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert:13=-200 14=-7756(B)24=-6136(B) mun: mucu s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:14 2017 Page 2 I D:P U4Mzyg2 _NuG Vhn Md h2ZPyH? LO-kktxB O29ZK3 MX7bcycG p8C15hiQeS U orgOP UfJzVTkJ Standard 18) 4th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 21 =-200 24=-6136(B) 19) 5th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 22=-200 24=-6136(B) 20) 6th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 23=-200 24=-6136(B) 21) 7th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert:16=-200 14=-7756(B)24=-6136(B) 22) 8th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert:15=-200 14=-7756(B) 24=-61 36(B) 23) 9th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7956(B=-7756) 24=-6136(B) 24) 10th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 12=-200 24=-6136(B) 25) 11th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert: 14=-7756(B) 11=-200 24=-6136(B) 26) 12th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert:14=-7756(B) 10=-200 24=-6136(B) 27) 13th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-8=-50, 9-16=-20 Concentrated Loads (lb) Vert:9=-200 14=-7756(B)24=-6136(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert:14=-5580(B) 24=-4584(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=-5580(B) 24=-4584(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Standard Concentrated Loads (lb) Vert: 14=-5570(B) 24=-4574(B) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (Ib) Vert: 14=-5570(B) 24=-4574(B) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=-5580(B) 24=-4584(B) 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (Ib) Vert: 14=-5580(B) 24=-4584(B) 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=-5580(B) 24=-4584(B) 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-8=31, 9-16=-10 Concentrated Loads (lb) Vert: 14=-5580(B) 24=-4584(B) 36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (lb) Vert: 14=-5570(B) 24=4574(B) 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-14, 9-16=-20 Concentrated Loads (lb) Vert: 14=-5570(B) 24=-4574(B) anitr-(fsv ntaq¢rz:.tr..j ltggiTln43 �l0'ort[3An8Ys6[Osg7ieSi(zS?UYsl4T,r')ill6:'Cln2Yr17'b:u. re ksiprn:s>tut utrz,lu�suti, ru,sk!ip Ortvmi{I erne 4nayr.raxltCl,r:.lde;revrle9ldce tcs. Cdts,e2u�ise s2lelont l!g.ulr wT,ta�thtrltl,s,knrtrsatt•,7e IN 1"etA,.T,rsso:<"xr y�:rgl.sp;nry rgftm4d:,.t n.jr gmrm e�tctriatdntp�tmndtt�t:,,�,mr��eart��t i;u�d WdisTm, erm�ttnel00etlr.nlalrFL Txittlsntsanpnc.IxiaiutL5et4,tifs7=at, Anthony T. Tombo lli, P.E. tte rs:ds:,uta Wrsgrtillsessnt ttspttiSecTdnt a.t,,e, nods oxstmd.ytd ter: enirmo:s�ptt,�et ttdtddas nCnt i¢ttnir it�i s,7utgai:msTn(ntee:mi dntrout=s rstgdr.utfatm,,; itatersgsa�, d.tp.ant.=,to�nir,t,rssd!rtet st�lmi:�d60083 Ne rr!far gssipertrl6Y.rtdtt. 111M. sdtd'u r.IDQ Wtbe jam-d j1dand lithiStr r,cpetel Sv``dsfs<wztKn{IrUlydWtaslrRi nsSlr ""kn:etr l-d pisr irHdefitesnt asrnuii1ifies nsAfiudCeLtss OztiSea,Tm, Msgt 6j,<netllrtssRmltdntytdsn 4451 St. Lucie Blvd. tntnmitraear.truamtpcatptxnrul,rirttnesnnhttsterro>soeouretate,nrirntrrmygmt,;trTta,sSrn�,uiat�dnJs,uu�.ni:ttzdcttrtssutmatfitttcmL Fort Pierce, EL 34946 � (opyright91016 A�1 RzalTrosses-AzthonYi. iumha ID,flE. RzRrodonion oltfiis dommenyinooy}urm,ispro6iGitzd xithautiAe snittenpermissizz lrom Ad RzofUusszs-AuthonyT. Tzmho ill; P.E. Job Truss Truss Type Qty Ply XCAS6519C CO2 ROOF SPECIAL 1 1 LbA0225324 Reference (optional) a awue a au„ , rue f reeuz, F� 34a4o, unsfym--a i sruss.wrn nun: 6.020 s Aug 31 206 vrint: 8.u2u s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:15 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-CxQJPk3nKdBD8HAPW Ko2gPH4U6ljB01_v291 CIzVTkI 7t0 15 N 22-9 6 7-6-0 7-11-6 7 4-1 3x4 = Dead Load Defl. =1/8 in 3x4 = 1.5x4 11 5x6 = 3x8 = LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.26 7-9 >999 360 MT20 244/190 TCDL ' 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.36 7-9 >739 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.04 7-9 >999 240 Weight: 179 lb • FT = 0%a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* Wi: 2x6 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 8-6-0 oc bracing. WEBS 1 Row at midpt 1-11, 5-6, 1-9. 2-9, 4-9, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1008/Mechanical 11 = 1008/0-5-8 (min, 0-1-8) Max Uplift 6 = -447(LC 8) 11 = -447(LC 8) Max Grav 6 = 1079(LC 2) 11 = 1093(LC 2) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-1093/763, 1-10=-943f792, 1-2=-641/463, 2-3=-641/463, 3-4=-641/463 BOT CHORD 8-9=-463/677, 8-14=-463/677, 14-15=-463/677, 7-15=-463/677, 7-16=-463/677, 16-17=-463/677, 6-17=-463/677 WEBS 1-9=-707/973, 2-9=-564/631, 4-7=0/435, 4-6=-1055f721 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-2-12 to 6-11-15, Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members and forces 8f MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 , 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 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 447 lb uplift at joint 6 and 447 lb uplift at joint 11. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ZtEa.ir�Pleasr �n;`dys!!haBe'AI t.'irttt�5.3(SEI1fCy EfYfls!?N&6<QIflEipCSIESi@NS 37!aj.C3N9&iE7Eh:M1'hiq, rtttpAs>upneoehrsodseefe�asa&sinRCtsha rsx*nijlCF;al;Sryrtkarl.?eraoi�Fit>lnrnrSlmlehrety. Gctr.'xsxiumir{nSeRA,ldy 4i':ty aesah; pfifs st NsrsaCnke lD€nkn,i L•st RCai�Espitea{�t,SytasR( iesc;,.s Ra;na7lCPsrmsrtsaaur a Rs�hsxesil ariap,rs{Ri'.i'vyWtk{s;tpd§ssuihirassisr 1r{anQe r3Destr,tt{n SEi l,:eeksignsmlyos:la'.srKsay+.ssyuhputy Anthony T. TOmbo 111, P.E. 2Jar asnssinutalrrlDt:opbaxrryasuesrsfeCau,dstfxdfs ee3mkr!lpsrlahedrrmy3ssi�Syhhsmtsiit3C,2t Do'atn hdle_tRy.slaS!itl. iuyprrstldCul:S aiayueNsu d:k inscnsiiiyixdep<snrtps,age[aaadhrtosSdJkzAssrspR.iiiiyd 380083 ilitftiIIr:egyAn Rdrt$48b'. {D9anf fftrial4lCDR{{NrfktieSa4rflisDlrSA'. rR rWT{llSyivYw$:L?W4(fiZG9}E$Ejr4llikk{ef`:�R{i�{Brylfrnia5{!E[yP[^[irA{IA:l.ntldE�fSdf RSyRf1371'43R{{:9tf{.�4 rTffD111�4tjlgit D?kEFSPMt a{iR55 'iSQ4N,Rtnf 44515t. Lucie Blvd. slaeisdEs9delapaCruttyl.apecdflrshngbyEycOydmrsmmtv6 iEfL'est0rtysEeynnsis �513s peiirr2Ripvgar rnSs$sunh}isrw cia7 Hdnep. A9sgshxdh.ms an r. devefp itbi. Eopyrigbia20161-IBeofTtessrs-AnibnayT.tombo111,RL lteproduc6andthis dommeotinany hmispro5ibited.itboalthe wtinegpermissianhomA-Ttaaiirnnes•Aelhanyl.Tomb 11LI"E Fort P'erce,I`L 34946 Job Truss Truss Type Qty Ply A0225325 XCAS6519C CO3 Roof Special 7 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:16 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-g7_hc44P4xJ4mRk?41 JHDdgG3V1 PwUS88iubkCzVTkH 2-6-0 7-9-10 15-1-12 ! 20-7-12 22-9-6 i 2-6-0 5.3-10 7-4-2 6 ' 2 8x8 = 3x6 = 14 16 4x4 11 3x4 = 3x4 = 3x4 = 1 17 r. 2 3 4, W3 W3 19 20 21 11 10 22 23 24 15 3x8 MT20HS= 1.5x4 11 3x4 = 4x4 II 3x3 5 II Dead Load Dell. = 7/16 in 7 26 6 3x6 II 1.5x4 1l2-s6 26-0 11-5-11 20-7-1z zz-5-14 2-6-0 8-11-11 s-z-1 x 2 0-3-8 Plate Offsets (X Y)— fl4:0-2-0 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 0.87 Vert(LL) -0.60 9-11 >451 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) '-1.05 9-11 >255 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(TL) 0.95 6 n/a n/a BCOL 10.0 Code FBC2014/fP12007 Matrix -MS Wind(LL) 0.51 11-12 >526 240 Weight: 170 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP 240OF 2.0E W7,W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 1 Row at midpt 1-16, 5-6, 2-13, 4-8 JOINTS 1 Brace at Jt(s): 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1006/Mechanical 16 = 96810-5-8 (min. 0-1-8) Max Horz 16 = -546(LC 10) Max Uplift 6 = -566(LC 9) 16 = -556(LC 8) Max Grav 6 = 1038(LC 2) 16 = 998(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-16=-998/805, 13-14=-998/805, 1-13=-242/257, 1-17=-511/521, 2-17=-51 1 /521, 2-3=-1006/804, 3-4=1006/804, 6-8=-995/839 BOT CHORD 13-18=-891/997, 12-18=-891/997, 12-19=-891/997, 19-20=-891/997, 20-21=-891/997,11-21=-891/997, 10-11= 734/848, 10-22=-734/848, BOTCHORD 13-18=-891/997,12-18=-891/997, 12-19=-891/997, 19-20=-891/997, 20-21=-891/997, 11-21=-891/997, 10-11 =-734/848, 10-22=-734/848, 22-23=-734/848, 23-24=-734/848, 9-24=-734/848, 9-25=-734/848, 8-25=-734/848 WEBS 14-15=-534/361,12-15=-502/340, 2-13=-9921801, 2-11=0/265, 4-11=-1481334, 4-8=-1114/997, 13-15=-496/733 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 22-7-10 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 16 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 566 lb uplift at joint 6 and 556 lb uplift at joint 16. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Zt4a3`s3•fLne:srrhet±irx9!'Flf'�t1i6S3(iEllR�4'A9FE€ita:EtUGtiglS:Ni@4(3tlsR'ISiSK��WC�ab1'hia1a47(ecu Fnr!'t•.s¢Ii!!i[dlse�inst4:9gErnrhpilCPplCl:filgl.IFr4oLT:liblrlmSlMllh:etsl. G'tstFPnir'te l�xla3t;E0,«tJ VIA: tmr'rfW--Itr5.*iia fit INhimaD5fivn'tFt"010SIN"Ieluti RrtL[>'Rt11Il.eStl4j2'Uhp%e!(�V:tiAfh2�e[!'�'ijdhtWjiFTi35((tpkaSSQtIJ�RI(,ataRlLttrd:StpFnixryus:,kR`'ept[.CStS,vmi47 AnthortyT.Tombolt:rP.E. xdlsrih6lnnhrtn6ltequ rl;Fen;ieemuSF ^..tu,dFCcufs e✓ �ndtpuf«ileC Ly75ip+l;hGutx alzf4Fltt,.3t �kmd&willii4n;lt...l?fiS.in[7preiddlS[1.Oteflq5ettxuti3tlnst,.tixiuyae3iep,tdrepa,a9e6Wasihttel,FbLMWlrya..dr.77 �+ 3$0083 E iFL84jet:1,'L^UI(trLFLBT.Sg[ntFdt+f6$ti:6 t[f64 (fkiiti ¢6§'a fAtlFd74e iW jb'jiae^.$S!1fS''Jiffi!il}($Ijp}Cidt�6�jjl mt S4.bttEid'1FlE3tlttjl:eRljAtnt r(%i M!atilb lltjQF:N .S3 mdtfil5 411ietf Ql6.it,((yi56ei!!b"jRtltaZ liti4lG=w"1taMN,B.Itl[ 4451 st Lucie Blvd, rtlssludfuel4Stt«'vlrp«tgtldn:557lS eypm'IltFthr4;hi:t5s0ldpb;ke.r&JI3t t[clbpNi;�',«tnnSJtihaby«e; dtnla4xl,.T„asA[:zdnir: tnctlkltalisl, Fort Plerte, FL 34946 (opyrigh Q 1016A-1 FootLes[es-Anibuayi. Tomb III, P.L fepndudioaof Ihis dowtat, in any i m,is pr&6iitd.ithouithe rtieea permission fiomA-1Ini bosses-Am6eay 1.Imbo IlL P.L Job Truss Truss Type city Ply XCAS6519C C04 ROOF SPECIAL 1 1 A0225326 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. Fri Mar 31 09:13:16 2017 Page 1 I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-g7_hc44P4xJ4mRk?41 JHDdgGzV3awUP88iubkCzVTkH 2-6-0 8-0-0 14-11-6 20-7-12 s22-9-fr ' 2-6.0 6-11-6 5-8.6 -1-1 3x8 = 3x6 = 15 3x4 11 3x4 = 3x4 = 3x3 11 1 _. 9 7 d __ 5 256 2x4 II 3x6 II 3x3 II 1.5x4 II 2-6-0 11-6.11 20-7-12 1.5x420-9-6 2-6-0 8-11-11 9-2-1 -10- Dead Load DeB. = 3/8 in LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.53 9-10 >504 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.92 9-10 >292 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.66 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.03 10 >999 240 Weight: 174 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* WEBS B3: 2x4 SP No.3, B2: 2x4 SP M 30 2-12=-9581760, 2-10=0/281, 4-10=0/300, WEBS 2x4 SP No.3 *Except* 4-8=-986/771 W1: 2x6 SP No.2, W4: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 5-6, 2-12, 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1008/Mechanical 15 = 1008/0-5-8 (min. 0-1-8) Max Uplift 6 = -447(LC 8) 15 = -447(LC 8) Max Grav 6 = 1061(LC 2) 15 = 1059(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-1059/763,12-14=-978/783, 1-12=-251/277, 2-3=-846/526, 3-4=-846/526, 6-8=-1018/774, 5-8=-238/262 BOTCHORD 12-17=-547/823,11-17=-547/823, 11-18=-555/748, 18-19=-555[748, 19-20=-5557748,10-20=-5557748, 10-21=-556/740, 21-22=-556/740, 22-23=-556/740, 9-23=-556/740, 9-24=-558/775, 8-24=-558/775 WEBS 2-12=-958/760, 2-10=01281, 4-10=0/300, 4-8=-986/771 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-2-12 to 6-11-15, Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 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 447 lb uplift at joint 6 and 447 lb uplift at joint 15. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard liar; nn•Ftrnr�rr~�aNrs9e•s�t T7inusssfsusrt'irsYndt*sa�aroraunc€sT€�rarn�rxsoa;:acur�amo. radlr,e�YrnWr:�:w,asa,n:*:a,"Ali e>t.�.ro*n;ne€;rra:;,tFnarT.!raeu,r�um,a,urul�.n„� �;ro:d�,x�avrrdr�s: icu,adr vi:eF:rar�:artn Or leesdtn (xlt:nts,a". R;erna;rs�Feyseaf�, Kst7 ara;.a srp ee 1g1toraprues nrsrrmcsi,HLnt isp�,dmtkaliflah,atei 6t 1. ieeN;ipasvap4 b'r,s; ftz ss7,ita; Anthony T. Tombo Ili, P.E. simdtikinn Mars?da;abrrrnu7tsr; itl±3nu, naCuafs Km'ud,;atn&e .ta;�rslyR,6NeamWslhBf,*eC;tai d:trd id'da;:a:.,rd iP41. 14grnstldnal.AWsx;3elirtd�ltruss.sfxinYSau?mksna3e,n!teSmserd6s s6d¢a5r,espntili:i;# 4� 60083 'fie Eb`QB;:I;Ipt•Clremaaxc dON'lB idwtaflt P�@L (N;fk2if5CeigAd'sA185 �aea+ILi3}CB iiY'S6fi�ILit€�fi�SSCj�Ylii lr ill tSd SG�r ae llydtRC�SifY S9WIrt:6 Srk19,Atef �E tt:Y�O�YJf406ddt'ItSl�l:f lrni Q6i�'rtf,tross hc$Fa rzss atcros4crAad?ia,rol:ss 44515t. Lucie Blvd. airs*isads9aee§i sfa,^adagadps¢ 0vre'aYlroP,iys anhrd. TEeT+nsO,sipitig:xar R7f Ae keuY Eet[p>rwr;e:sYSSlenrstle; beVair;, i*¢}an'ael,rc: m as dscd aIF61. ri •t 01016 A-1 Rodhusses-Anibac i.tombo 111, Pi R mdonion otlbitdosnmeo;. in oa'f_as, is rabibOedrDbaollAaeritaen ermitsies i:emA-1 Raoilrosses-Anlbee l.lombn lll,P.E Fart Pierce, FL 34946 Zi b PY 0x Y Job Truss Truss Type Qty Ply A0225327 XCAS6519C C05 ROOF SPECIAL 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. Fri Mar 31 09:13:17 2017 Page 1 I D: P U4 MzygZ_tyuGVh nMd h2ZPyH? LO-8JY3gQ52rFRxObJBdlq W mgNQyvP kfxO HMMe8GezVTkG i 2-6-0 i 8-3-1 i 14-8-5 1 20-7-12 12 2-6-0 5-9-1 6-5-0 5-11-7 2-1-10' 3x8 = 3x6 = 15 3x4 = 4x4 = 3x4 = 3x4 = 1 a e 5 2x4 II 3x6 II 3x3 11 1.5x4 11 2x4 11 22-9-6 ! 2-6-0 113-11 20-7-12 22-5-14 i 2i 9 8-11-11 9-2-1 1-10-2 0.3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.52 9-10 >517 360 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) '-0.90 9-10 >299 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.59 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.04 10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* WEBS B3: 2x4 SP No.3, B2: 2x4 SP M 30 2-12=-1021/823, 2-10=0/259, 4-10=0/276, WEBS 2x4 SP No.3 *Except* 4-8=-1049/835 W1: 2x6 SP No.2, W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 5-6, 2-12, 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1008/Mechanical 15 = 1008/0-5-8 (min. 0-1-8) Max Uplift 6 =-447(LC 8) 15 =-447(LC 8) Max Grav 6 = 1031(LC 2) 15 = 1030(LC 2) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or, less except when shown. TOP CHORD 14-15=-1030/763,12-14=-952/783, 1-12=-264/292, 2-3=-970/628, 3-4=-970/628, 6-8=-989/774, 5-8=-252/277 BOTCHORD 12-17=-651/944, 11-17=-651/944, 11-18=-660/871, 18-19=-660/871, 19-20=-660/871, 10-20=-660/871, 10-21=-661/864, 21-22=-661/864, 22-23=-661/864, 9-23=-661/864, 9-24= 663/901, 8-24=-663/901 WEBS 2-12=-1021/823, 2-10=0/259, 4-10=0/276, 4-8=-1049/835 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-2-12 to 6-11-15, Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 6 and 447 lb uplift at joint 15. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load DeB. = 3/8 in PLATES GRIP MT20 244/190 Weight: 164 lb FT = 0% - A'a�•fl!nlhm,'lrra!ktbt'A-1t8atrsC4U('SOta'k Efl!1s!F!,titSEWX:iig8(€:IcY.{i8!q'if:SP76Jr�1f11'Rla.tolrltsgrrch!tedrtttail5aft�'snta 6t:Ip rmu;IiCE; di9slf9ct!l.leaiai4t..tskemSke4leit!trse. Cittt a6nt>s5a 5ttipRt iED,tt1; YirektutAlrSStt Ylr'..E{uNlu3rlCFgkn'd.7.eT•ltsh:prrxox!59.y'rakiryaplm s!lK lerrtll?rl;tt5r, a:lPnexalrlks.snit�nnm;rt:r:vs.�'ei fn kxtt9ytd6e uyflT!nsi>l.'kd>aRttaatt�,lUet ml. ,utwnntr:rrms;.i gm£�sn,4 h4r-+; Anthony T. Tombo 1I1, P.E. rdaredMriTnStixn!lTitopailln(nsUta!a`IS!Ctu!,daC.stYtna uaYdv;uttrd.2:Cv;,utrxyGhlm:xtauU(,At'4.tu ix lnd ei'tk;la,t.af iN i. laeypa3tldl4tl;daiery`.rctaxud3e':ttsbk! {5 �vtd-5n!tj±, m{r+�lrztrl s6c£he b!!-yts5u:7;d } 60083 2tla:da;6iityTS!n{riWiht.EgN'n StilQ9@[i'766{Ed.;fkiZVS¢{;n1£`lpntlrl4E4'+rlSjltWt�i'I iYiiEtlt'!(lr$f+'eririt({i«itlllPfitPPtdrJt;6"„„!I•yflld6.T,19•I dIPQllRfrtffCtiiY'S,llltr{YIl4l:r5ir:e15614,4Ey rI8S rR461e[:CttlEf{:Ri9 k,6'in 6Qiilf.RilSf 44515t. Lucie Blvd. il.Hfi:It{ljir{34ttdrthfdrit!(rEtSlttl!tdkfl:l5lOE5f♦ljZ 156�1irq`LJl�, rf5S1l4r�Rrttt�{411;. Rf l{i6541t:1:ltdglr{i, Fort Pierce, FL 34946 t Copyrigbi02016A-1Roaiirasses-Anlbanyl.lomboIII, R,E bproduttiondibisdommcnt.incoy rats,isptobibitedwisbaa4@ewrineopermissica'iamA-I Rooiinsses-Aalbcayl.Tocboll€,PE Job Truss Truss Type Qty Ply XCAS6519C C06 ROOF SPECIAL 1 1 A0225328 Job Reference (optional) Ai Roor Trusses, Fon Pierce, FL 34a4b, aeslgnLaltruss.com Kun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:18 2017 Page 1 ID:PU4Mzyg2_t uGVhnMdh2ZPyH?LO-cW6Sim5gcYZo?IuNBSUI2vb?JmrOP3QbONio4zVTkF 7-10-9 15-0-14 20-7-12 , 22-9-6 7-2-5 5-6-14 2-1-10 3x8 = 3x6 = 3x4 11 3x4 = 3x4 = 3x3 II 1.5x4 II 3x6 II r,��2x4 11 2Z 11-5-11 20-7-12 1'5-911 9-6 2-6-0 8-11-11 9.2-1 - 1-10-2 Dead Load Defl. = 3/8 in LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.50 9-10 >533 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.88 9-10 >306 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.56 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.05 10 >999 240 Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' WEBS B3: 2x4 SP No.3, B2: 2x4 SP M 30 2-12=-1127/927, 2-10=0/272, 4-10=0/292, WEBS 2x4 SP No.3 `Except* 4-8=-1148/937 W11: 2x6 SP No.2, W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 5-6, 2-12, 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1008/Mechanical 15 = 1008/0-5-8 (min. 0-1-8) Max Uplift 6 = -439(LC 8) 15 = -439(LC 8) Max Grav 6 = 1008(LC 1) 15 = 1008(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-10081752,12-14=-9491773, 1-12=-246/268, 2-3=-11011736, 3-4=-11011736, 6-8=-973/763, 5-8=-235/254 BOT CHORD 12-17=-766/1052,11-17=-766/1052, 11-18=-778/996, 18-19=-778/996, 19-20=-778/996, 10-20=-778/996, 10-21=-779/989, 21-22=-779/989, 22-23=779/989, 9-23=-779/989, 9-24=-778/1014,8-24=-778/1014 WEBS 2-12=-1127/927, 2-10=0/272, 4-10=0/292, 4-8=-1148/937 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-2-12 to 6-11-15, Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 6 and 439 lb uplift at joint 15. 9) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ' A'av}•ihat hrt>r:J;Jerk�sCv'Adr±4!tE1K5•ir$Eliti; FtA9RtftN$P:tUSith7StESid73i't7rttjt2Gl#,i.'Ftt'§t'6ie. rttSp!!uxp�z!h:sc?!J!elad;settYs inn Bnsip'vrn6iI1C[;eilSe tr133sa!t.lt!colU,rib!am!S!!gtrM esr. l'Dess e.§e!sse sk!i es4!itD,nit W':e6na!9xpkn itt Nadfa fitlC`PgHr!rAt!it�n�s�&S"nm�a,SSecs4ti;�ev;1:gZ'b rAnp!ut!wt,&R' ar!DJeq;';'rhW1rtspuriri'd0!sipd6!sIWbot i!pierlmGlf Dlth,alu i$11.:NGsgsassezptca!; lAdktrxtAn„uMCt; Anthony T. Tombo 111, P.E. m1lceaeNk$rotstermtlEa}uEsnyuuautrd@±Ja!i,6nLaKsc>s'a�xt!;Wake ta6a;3!sl;x,6W!u:eA k!3C,HxQ:ru�lad4bn;:!RardiN 1. ii!yprliddkel AaEey D!If ;edDt rnsL isdiyl��c;.t6ntyaaeE�usd4e6q flaDleW!; aSi7t - 380083 ' '�E rV't6; tP51,9C.Gi rabA$. ritdiJWaRW�Ir:Da{(f!tiA2US¢#ti(dE°A45itnftWl(OCziiw$W'jtivFiZtitR}aljt{diftl�tf`[rla!$S`.l6lliPtii4G�$lftiSS.Rl tsidB0.2 i�-idt?n!SAttitfES3 Jf41 tit dtin{(tttnSSDlii�[kt taSS i!?RSG Ftj'##E!a{iIES5kG1i!a, tLtESi alafeinffiuet'a$t (ca5tl �e!l;rss Isr,7,7b}lrtEpazlitsLiet!eL iltlass Dtstp Fybr_: isA1 A.f Lre:ytetyax•etm$'$AtaFaie!adJa1 islYfa;, t?adq!cs sn a 1�!d'p![tl. 4451 5t, taerP. 61Yd. Lo ri `sg'iD16A•Itoo(irassns-Amht l.lombo111,P.F. Ae mded'000dihisdesumem,inanykmis orYbitedr;thaol[henrilteoermissionfromA-1Pooiirasses-Ambca 1,lombolll,P.E, Fort pierce, FL 34946 PY 4• �F P Y- P P f Job Truss Truss Type city Ply XCAS6519C C07 ROOF SPECIAL 1 1 LbA0225329 Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:19 2017 Page 1 I D:KkdCWskRAgrbWJEUVadggXyBJg9-4iggF661 NshfduTalAs_rFSnHj647ruagg7FLXzVTkE 2-6-0 7-5-2 15-6-4 I 20-7-12 , 22-9-0, 2-6-0 411-2 8-1-2 5-1-8 2-1-10 7.00 12 3x4 = Dead Load Deft. = 318 in 3x4 = 4x4 i 4 3x4 = 4x4 -Z�- 3x3 II 1 3x4 = T1 T 2 3x4 = 8 TA 112 3 2 5 6 WZO 3 � a :�- 4 � 151,0 1V3 17 ` 3x6 ::::: 3x8 = — 3x4 — 23 13 24 ��pi�.' N 4x6 — 7 5x6 = I� 21 16 [� 10 26 9 18 3x3 II 3x6 II 1.5x4 II 119 IF-� 2-6-0 11-5-N 20.7-12 , 5- 4„ 2-fi-0 8-11-11 9-2-1 1-10-2 0-3-8 Plate Offsets (X Y)— [4:0-2-0 Edgel, [11:0-3-12,0-1-81, rl2:0-2-0,0-1-121, [13:0-3-0,Edge), [14:0-0-8,0-1-81, rl7:0-3-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.48 12-13 >555 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.86 12-13 >311 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.72 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) -0.27 13-14 >989 240 Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B2: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W11: 2x6 SP 2400F 2.0E W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 1 Row at midpt 1-18, 2-15, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1008/Mechanical 18 = 1008/0-5-8 (min. 0-1-8) Max Horz 18 = -475(LC 10) Max Uplift 9 = -464(LC 12) 18 = -486(LC 12) Max Grav 9 = 1008(LC 1) 18 = 1008(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=1071/790, 15-17=-978/743, 1-19=-508/494, 2-19=-508/494, 2-3=-1662/1111, 3-5=-1354/958, 5-6=-1354/958, 6-7=-166211132, 9-11=-1067/837, 3-4=-406/277, 4-6=-411/281 BOT CHORD 15-22=-1123/1564, 14-22=-112311564, 14-23=-1254/1613,13-23=1254/1613, 13-24=-1084/1457, 12-24=1084/1457, 12-25=-1072/1476, 11-25=1072/1476 BOT CHORD 15-22=-1123/1564, 14-22=-1123/1564, 14-23=-1254/1613,13-23=-1254/1613, 13-24=-1084/1457, 12-24=-1084/1457, 12-25=-1072/1476, 11-25=-1072/1476 WEBS 2-15=-1506/1137, 2-13=0/304, 7-13=-70/331, 7-11=-1630/1252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 9-0-12 to 3-6-6, Interior(1) 3-6-6 to 22-7-10, Exterior(2) 11-7-12 to 14-2-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Bearing at joint(s) 18 considers parallel to grain value using ANSIITPI 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 464 lb uplift at joint 9 and 486 lb uplift at joint 18. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ssvtp•Not atrr,rive!'raV5nrmss;sw9raEmit rleas:rarsr:.�sstuiesp€7!altna66::xuu'tua.rtldjdatipFlCe:�E'SEa«deb!salkslEtssGigaxaulimh,mdl;:srnEtrt.lacxld,riblE;esnskdQstemtse Fa,ssed,EEr;sttNedteYeTG,ntt $i':t1u�aJxrXts sh.:'Qa?nNta tiel[64QEnW. AEthssdugartla.En;u,:ieatq iq EE'a41:aE;nar(iggrestnax:aa;;Epim,EdRs Pfncad!gc'nugn:pas:i!xElu6recs.adfx!I:;!TmEa pmNm"4I96nh.!�.i l%t. �xla,gt masp!uti.tz ip E;sn,WtDe3! Anthony T. Tonlbo Ill ' P.E. setae t'.t?kinnMtarCrltaruaStt?rx4tiFaa,t`:Q!gaea,6!�tipf C'rl`CIIt�!p!31itIQE{fitSiplE(,It681Y:}d?.ttC$(,'�l�C9 CNQSE6nk 64jsr:!sd4tl. rugprc:dtllSet;Auiur`uiS-tdkt uas,sre€¢y�dn;mnN,axeCratedQtuc{sSeGle ruEauttila:ip st #80083 ''i!W0rttA`i^NIr!Asr,,.10m,!EiEnalhU0.4 :EtQBUi Rt Stu rtE E9-juC4htwirO.VWManiuurlLl$;:A.u11MOefin1P.Nup"Im Mrs fisfvtaNTn:!4451 St. Lucie Blvd. iRafilttdL4FE11jtit.:i'��Nlgtt(iLWbp Qidir$jlfitit!N.BeT.ass6EsiptEESNX51:k�glap Erst„a L�ts:nao Egnm tEmQerliq. kCarhultne:Emc1*+:IatfLL Fort Pierce, FL 34946 DistttghQ2016A-1loollrasses-Amhearl.lomboIll, P.E bprodu0ionof isdommeotinanyhrm,isproMhued.ishoatthenrieenpermissi InsMA-1Roof Smuts -Amheafl.lac5o111,P.E Job Truss Truss Type Qty Ply XCAS6519C C08 ROOF SPECIAL 1 1 A0225330 Job Reference o tional fa 3 tcuui J Pusses, rori Pierce, FL 34946, oesign@a-Uruss.com stun: a.uzu s Aug 31 2016 Print' 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:20 2017 Page 1 ID:KkdCWskRAgrbWJ EUVadggXyBJg9-ZuECSR7w8ApW F22mJtNDNT?z_7MDsKwj3KsotzzVTkD 7-04 10-9-12 12-5-12 16-3-4 22-9-6 7-0-4 3-9-8 1-8-0 3-9-8 6-6-2 7.00 12 4x4 = 4x4 = Dead Load Det1. = 3/8 in 3x4 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.59 7-8 >457 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.00 7-8 >269 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.16 9-10 >999 240 Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` WEBS 131: 2x4 SP M 30 2-1 0=-1 300/868, 2-9=-434/486, WEBS 2x4 SP No.3 *Except* 3-9=-262/436, 4-8=-175/373, W1: 2x6 SP No.2 5-8=-235/287, 5-7=-1338/922 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-10, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1008/Mechanical 11 = 1008/0-5-8 (min.0-1-8) Max Horz 11 = -446(LC 10) Max Uplift 7 = -409(LC 13) 11 = -398(LC 12) Max Grav 7 = 1008(LC 1) 11 = 1008(LC 1) FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 10-11=-1071/736, 1-10=-244/263, 1-12=-336/347,2-12=-336/347, 2-13=-1235f772,3-13=-1203f787, 3-4=-1117/756, 4-14=-1204/801, 5-14=-1233/7B3 BOT CHORD 10-16=-895/1221, 16-17=-895/1221, 9-17=-895/1221, 9-18=-602/962, 8-18=-602/962, 8-19=-736/1077, 19-20=736/1077, 7-20=-736/1077 WEBS 2-10=-1300/868, 2-9=-434/486, 3-9=-262/436, 4-8=-175/373, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 3-6-6. Interior(1) 3-6-6 to 10-9-12, Exterior(2) 10-9-12 to 12-5-12, Interior(1) 15-9-6 to 16-3-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Bearing at joint(s) 11 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 409 lb uplift at joint 7 and 398 lb uplift at joint 11. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard . . . .... tdtrtt -Hene� hitdtr6e'41 d2gritGS'v3 iEl! FERSat isG!46NkiiCyitFSltq.r€!![t'Idr5A8Rii7[dt�'hm. rf!1 kf ntYtttcl5teftiEstatis ittitksi aa�utiC[; totdttASit.I.'etiisW,tLtth!ntISDlNIchtt Esf. G'Ju tsstshet�tdttRt T4,alr t �. I• � r fi! � r W':ff dtueAtq'Sftsk haEd{��10[hNm6i}tI st:t Eyttnyta, ecel7�, atnj:I stiva7lpPnplsra5ao:ttFlmtk Rl xP s.:ttil xp,enfapityps'ekitp 6tt vptrhtsA�thtstiepkledmlk!}gtflr,af;t iH{. :kt ht!p Esu:q�t:.i sq eR''sis, ts7tlC?; Anthony T. Tonibo llr-, P.E. W. ,0114T=ftswWf pttwtrpu4mr6txo etyti-Na sW.;td2puiafur uyltt,hrxixxildds!id,2t trgb.AttfgrCugs@txd7FEilayprtEAul4tl;gataryditEi h dllrnsL t qS Ely sh:ye,i�hl'snnslht Igtgls&.sut?itkiP$ 60063 ' 7t r�°Gtq:ttiq±s WdrifUtfiO, M m. Itl6FihtSA r.gtF{htp(#tttSUf gt!iS°�tl e:hl tflddyte pmr'idtptaysm§F!16jgdUi�6q Qdttd SE;}0t 1ErfltMlq{rtq�€,^➢Ipd10&R.�:dmEtt'}f ttyfl tt p;4sttd Ann Sht r[132 gIA�M, rf90t Q{i'ft r&q&tt¢e lRt11LY3,. E(I?IY 66iE5i ttNNfiedEfit!d§j i (s IdsyEri ytt A fn7{SgpJtgptt111Stthx£ j(thp3 /iS }{''.f3pftY is Not it rM4t7iq:flidy m Ims ilifin rtghtf; ap gC:6fj, 44,11 St, Lude Blvd, [opyriglCCt3i016A-IRouiTt&ssrs-Anit;cyl.lomEolpp,P.F, ieprcdudionotl6psdooment,inCRY lRiv,ispmhibaod.it6ouiThe wtirenpesmissiotimmA-11001ifcues•Aei6ccyl,lo¢3ellt,P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225331 XCAS6519C C09 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:20 2017 Page 1 ID: PU4MzygZ_tyuGVhnMdh2ZPyH?LO-ZuECSR7w8ApWF22mJtNDNT?yi7N7sHSj3KsotzzVTkD 4 4-15 8-10-0 14-6-0 , 18-11-1 23-4-0 4 4-15 4-5-1 5-8-0 4-5-1 14-4-15 3x3 48 = 4x4 5x6 = 3x4 = 3x4 = 3x8 = 5x6 = 4 4-15 8-10-0 14-6-0 18-11-1 23-0-8 2a 4-0 4 4-15 4-5-1 5-8-0 4-5-1 IN Dead Load Defl. = 3/16 in Plate Offsets (X Y)— [2:0-2-0,0-1-12), [3:0-5-8,0-2-0), [4:0-1-12,0-2-81, [5:0-2-0,0-1-12[, [7:0-1-12,0-3-0[, [11:0-1-12,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.26 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) ' -0.47 10-11 >579 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.49 10-11 >559 240 Weight: 138 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-0-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1029/0-8-0 (min. 0-1-8) 7 = 1029/0-8-0 (min. 0-1-8) Max Horz 11 = -286(LC 10) Max Uplift 11 = -525(LC 8) 7 _ -696(LC 8) Max Grav 11 = 1029(LC 1) 7 = 1029(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-299/614, 2-12=-243/625, 2-3=-1237/2154, 3-13=-1123/1968, 13-14=-1123/1968, 4-14=-1123/1968, 4-5=-1236/2156,5-15=-243/626, 6-15=-298/615, 1-11=-310/441, 6-7=-291/453 BOT CHORD 11-16=-1671/1044,10-16=-1671/1044, 9-10=-1594/939,9-17=-1594/939, 8-17=-1594/939,8-18=-1649/1037, 7-18=-1649/1037 WEBS 2-10=-344/256, 3-10=-722/334, 4-8=-729/282, 5-8=-338/258, 2-11=-1219/1583,5-7=-1197/1611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to.8-10-0, Exterior(2) 8-10-0 to 19-0-7, Interior(l) 19-0-7 to 23-1-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 lb uplift at joint 11 and 696 lb uplift at joint 7. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9e'sitg-Nex @trtnllyre ew @e7I logo Dis -n-ta, 3Ann.lSeiDtolnuisruslouItLTY)1[¢6DSi€D6Y6T6�¢IrtL{Gsgt {�z.!MraGreot MuN, fras rsslpDrzei+gjf[ m1@e ti@nrI. 4yr.[.tda„svvtd�r:re. NJ,. Arth,sndae:igo,ay wktaamirylan sldlkuetix @r 1CCtak edd. AsAnthony T. Tomb o 1II, P.E. ataedH:s iirssWrayiNls;i@tut:R80083 ' lieu,IfmgD:sigernd6rtrtln.RlluletsGrdie@:1DDallk{aCiresalgi.Glnad@ekCSe{GaOeslSahirl9cr¢eticm{i(s(lµffisfsllrlflnBslGmrdca¢lWrt�xdgtilo:e.iF4lE ees@rns{ast�atitianfOtietd@:Grs-ill. str,rand:nph3arraIInnsV d@dan,edas.: 4451 5t. Lucie Blvd. mnsiadthdlyIWhmtyaaganrt"IkyatruultuI'AThinnDti(bit.tlsYOitkk:IllggislryyaDaitSim htEtnda!Hi111ay.dllaradltdlnasaeaatDidmntt. Fort Pierce, FL 34946 Copyright 0 2016 A-1 Aaof frown-ArthoayU mba Ill, F,L &epmdumian etihis dummeal, in anytmm, is problited Whounhe rrtiffen perminion from A-] hof frossas-AathoayT. Tomb III, P.E. Job Truss Truss Type qty Ply XCAS6519C C10G Hip Girder 1 1 A0225332 Job Reference (optional) ., r Hour r ruaann, run ne,sz, ra_ .rrwu, uesrgnLa ttruss.com Run: 8.020 s Aug si 2u16 tinnt: t$.ULU s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:22 2017 Page 1 ID: KkdCWskRAgrbWJEUVadggXyBJg9-VHLyt79Agn3EUMC9QIQhTu4Kow35K9hOWeLvxrzVTkB 7-0-0 11-8-0 168 0 23-4-0 7-0-0 4-8-0 4-8-0 7-M 4x6 = 3x8 Dead Load Defl. = 114 in 3x8 11 8x8 = 7x10 MT20HS= 8x8 = 5x8 11 fifitSal 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 0.73 Vert(LL) -0.41 7-9 >674 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.63 7-9 >433 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.22 7-9 >999 240 Weight: 148 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 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 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 1 Row at midpt 1-9, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancewith Stabilizer Installation uide. REACTIONS. (lb/size) 10 = 2033/0-8-0 (min. 0-2-4) 6 = 2032/0-8-0 (min. 0-3-3) Max Horz 10 = -233(LC 6) Max Uplift 10 = -1577(LC 4) 6 = -1738(LC 4) Max Grav 10 = 2687(LC 22) 6 = 2681(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4133/2436, 2-11=-3606/2131, 11-12=-3606/2131, 3-12=-3606/2131, 3-13=-3576/2266, 13-14=-3576/2266, 4-14=-3576/2266,4-5=-4100/2502, 1-10=-2627/1545, 5-6=-2611/1617 BOTCHORD 10-15=430/431, 9-15=-430/431, 9-16=-2391/3730, 16-17=-2391/3730, 17-18=-2391/3730, 18-1 9=-2391/3730, 8-19=-2391/3730, 7-8=-2391/3730, 7-20=-308/336, 6-20=-308/336 WEBS 2-9=-884/1796, 3-9=-555/650, WEBS 2-9=-884/1796, 3-9=-555/650, 3-7=-562/648, 4-7=-769/1779, 1-9=-1940/3314, 5-7=-1820/3308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 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 1577 lb uplift at joint 10 and 1738 lb uplift at joint 6. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 251 lb up at 7-0-0, 261 lb down and 244 lb up at 9-0-12, 261 lb down and 244 lb up at 11-0-12 , 261 lb down and 244 lb up at 12-3-4, and 261 lb down and 244 lb up at 14-3-4, and 253 lb down and 251 lb up at 16-4-0 on top chord, and 1199 lb down and 570 lb up at 7-0-0, 245 lb down and 38 lb up at 9-0-12, 245 lb down and 38 lb up at 11-0-12, 245 lb down and 38 lb up at 12-3-4, and 245 lb down and 38 lb up at 14-3-4, and 1199 lb down and 570 lb up at 16-3-4 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: 1-2=-70, 2-4=-70, 4-5=-70, 6-10=-20 Concentrated Loads (lb) Vert: 2=-132(B) 4=-132(B) 8=-56(B)9=-494(B) 7=-494(B)11=-132(B)12=-132(B)13=-132(B) 14=-132(B)16=-56(B) 17=-56(B) 19=-56(B) Ue¢bp-FlnuflerttyllT rerka 5e'LI Ia,t TIOS55i'VIla eFA3sl IE1956[;1lOIIICAS(aflOWj fVfY)SL16:sif45uiF1'hra hrittlesgsps„�!Itrtud nsl 4,ntJs cress Ce<IsvOnrb;Pp,',Jmlue �barL I'd,m,U.ld—sSe,1A.—u tlelu,a'F<rai,e mtelmtte Its"'it Atrktcxe�t(Idrs ssdtkesetirla lOCrereer:t. s,vTsrsOu:,e Gt s(L,St,arbT Fvsbr.Rtles�nuptfr7,quaultnscttt>gtdl4rl,rtsstusleeshsristm7u,dikry4r3<lesgvdCe Ntk irtss let v?heIaheyaitc MI. The hop nunl es,ladielutL]evs, ttaaldQl Anthony T. TOfnbo ut nraresTrcufm egtutfsrisfletequrfl:Iotabr O.su,FaOmirv�tmd grGn d: ktrvr Ea�ae,b3e naedab,0(.fle Qt nlluhrsfanlGetW:utlttl. lk gpnlabvIDbalu(kldmafle lots; ivdrrngbsvTtsy,IrgahsbF.eanvstLn:n sid; le tFe u:lrs0.3n(d 80063 netart�o:s��.'rasprratr.IJtulusambnrt6erdx:paesttedrurtsnrt:rtna:rtu�(se.,Isnhule„arrm;t(sgttstttsnttnnasttnn�dnernrrta,:dsrla:=r.mIe�uesauetpu�ie,ntout,alarm:to.s,Tmsse:.:inteTttnedtrsnt(ut(ran:e,�ltn 4451St. Lucie zt8lvd. rfluxmhrmef Irv(venvtleye.^�gnh vitm ifdl punks 4nfei. lh inssDe4(e 6tuen Is F9lfls tallbt�ugxyuLvuSphx.6ibsn avglnilibs. N utaatrr! lugs ue rtddirelbir4l. Ea t hl0t016A4Iioofiinues-Acrbon LTomhoill,P.E, hinodudionc(thisdocument-inao form, is Tobailedwitbounhett7iden ermissionfromA4Poof6assn-Ambon LTomboill;P.E. Fort Pierce, FL 3444b Pn8 Y r Y P P Y P Job Truss Truss Type Qty Ply XCAS6519C CA CORNER JACK 6 - 1 AO225333 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. Fri Mar 31 09:13:22 2017 ID:PU4MzygZ_t GVhnMdh2ZPyH?LO-VHLyt79Agn3EUMC9QIQhTu4RIwGDKLJOWeL% -14-0 0-11-11 N O O LOADING (psf) SPACING- 2-0-0 CS. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) , 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) -0.00 8 >999 240 Weight: 7 Ib 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 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -2/Mechanical 2 = 201/0-8-0 (min. 0-1-8) 4 = -19/Mechanical Max Horz 2 = 66(LC 12) Max Uplift 3 = -3(LC 13) 2 = -96(LC 12) 4 = -19(LC 1) Max Grav 3 = 14(LC 8) 2 = 201(LC 1) 4 = 19(LC 16) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 96 lb uplift at joint 2 and 19 lb uplift at joint 4. LOAD CASE(S) Standard =80083 tL; Iq R.tagma{llyrzakvge'LI Itl:i IIUSSE;^d1t3"N i[[7R Itl4s 6 (G%OmG75 (iiStOY(14Td j2IXCgfi!EOnYF%Tfirn hrN{te!ip pva!in!¢!r!slw'es ¢RA! rmsEe!iynPnvmyR[:'y W ik! rsM¢er1.Ie:la lr,r'_iduea'r SSetMrs! ru. Cd!¢ art!• ¢ M!t n a' MD, .It YNtcag@!pldes s'sll k,ssefbMeiWuh!dd. Is ITrasaxx Up'.a.o 1pary Ujl !!r' qm xluWmr4mnds mare{Rxe4CrP•t.siudn{ia!niy¢;p�6Sryri;StInodm!u,7i!imcryU4¢sleloPWI,Wtr191. lkksipssun(.¢LI¢al tidSt., nildtul - Anthony T. Tombo 111, P.E. ¢la¢dK,Tsas bra 111,9bi1,11!......:6gdCx gnn, S!Rnda adan¢ea{rdnli!tAlrul R!; ea,hSe nduldgelC,ga lt(¢I161au(kilt43<d±¢/RII. IW ep:anle'IialUPW ary fi!ilaudfle lass; WddigkneTmy!Inele,W!LSeIWeal Wnss sidlie Se¢symnlryd ' IiefxgruyR!dpaae�6fiann.eRadasdadliwIna nr kz{aCimedpiedMa!I1khuRnfeq¢WYtet(htn¢e6.m1(SR{el4ilellr lr; ns SSG a"dnu.IWI-dpd— TKI i�saga rtsras�ilsA'a nr0tieadeslnssR:i,-!a,Tr¢a M!ira6{na nl4451 St. Lucie Blvd. etler+rtsoietaelha(aaadagrdq¢'s nrxplydlyama Wnh!l llo russDleabitt. i!Firga{,*.INntOeslran,¢Las<rMxEg4a daghMl(eq. Sllardlcelt-i wildu!I.X1. Fort Pierce, FL 34946 (opydght02016A-IRooffrusses-Arthoryf.fomboIII, P.E. Roprododiorrftbisdorumeet,inany form, isprohibited WhImunheminerspelmiWorfrom AdRooffrusses•AraboyLcombolll,p.L Job Truss Truss Type qty Ply XCAS6519C CAP Jack -Open Structural Gable 4 1 A0225334 Job Reference optional) ,..., t.... , —rter , Q40 U, eaeylls d1uuao.wr stun: B.112U s Aug 31 2U16 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:23 2017 Page 1 I D:KkdCWskRAgrb WJ E U VadggXyBJg9-zTvL4T9oR5B56 Wn L_7xw?5dd I KYA3o19115TU IzVTkA i 2-3-11 2-3-11 z-0-01.5x4 11 ?4-3 2-0-0 f1 -3 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 10 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 2-3-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -81/Mechanical 4 = -109/Mechanical 5 = 392/0-8-0 (min. 0-1-8) Max Harz 5 = 81(LC 12) Max Uplift 3 = -305(LC 19) 4 = -377(LC 19) 5 = -80(LC 8) Max Grav 3 = 23(LC 8) 4 = 140(LC 25) 5 = 994(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-451/325 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 3, 377 lb uplift at joint 4 and 80 lb uplift at joint 5. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard atrtni-Finstemegllrrst4ree"Id DDT IIOSSt�jsdilEi"},6[[3LL nL75610ifICISS(JSTONt9CIrl'YlUA951[P'oYtMTtern, fudrial,ra-esel—I rid w4; ti isress k!igrgnvu[(Ilfl)aileelct7nrr. fish 07,11. 1&k Sles!kef.".v Criss slnriu ftia in th T[O"elf uTtta�mrune�tmerdel<memItrd!e.et,r:�:o:� tr:gg.:,sr<arMiEr pa::pie,afmg4arn,�ecer�ra;r�tn[rea,:uftr.�eme�rlea:l�et�:ey*r�;eer�a�l:mgerir,eeenuet.r=:ttan,:.a rt.iftrtr:tire Sao, Anthony T.TomboI11,P.E. W eatdfet Ttt:s ognlNsrislsa:ptsrsliry des Oster, le c.tdt eaesmtet uututrq o:use,nstaa:n irreIrae 11(retlit1.1411.1rdWT11 t.nem;atfe!fit tognttpgeitntr1kTxs:ltdditlkrd4ite,itmlenerman!I—I sst: stlstresssnama #80083 ' lsstararg:slx d[srmn.fnu rrenurrggnrler;torentgts�sdtvws[aasatsugr;ss�;r[sgrfr:rxnrtr;naszecsmatsrn;t,mane.rfrti�tsrttnsrsyieamaantta:tussg:p�,r,enu:fs�<netnnssRamm�:aim 44515t.LueleBlvd. tenvtstdteaden tne�tgedgnhv!ern lJt:idmles ludnt fitfre;shers bil:uds Eg(dtH;IlltsgtslfstytrLeulpns; 6iien aftglr':Jlr1.:11«iaellidhrers m rsddndieil4l Fort Pierce, FL 3494b (opysight�24I6AdRaafLosses-AmhonyLTamhoIll,P.F. Repradunianalibis dotimeofAaany form, ispmhihitedwhhouithemsltenperahsionfrom A4Reatbusses-AnhooyLTanhoIII, P.E. Job Truss Truss Type Qty Ply A0225335 XCAS6519C CJ3 CORNER JACK 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:24 2017 Page 1 ID:PU4Mzyg2_t GVhnMdh2ZPyH?LO-RfTjIpARCOJyjgMXYjSAYJ9nFkv7oFpJzyg00kzVTk9 14-0 2-11-11 1 4-0 2-11-11 a 2-8-3 2-8-3 2a11-11 -3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.01 4-8 >999 240 Weight: 14 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 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 77/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 4 = 32/Mechanical Max Horz 2 = 129(LC 12) Max Uplift 3 = -68(LC 12) 2 = -83(LC 12) Max Grav 3 = 77(LC 1) 2 = 246(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 3 and 83 lb uplift at joint 2. LOAD CASE(S) Standard waxhg•Fist!Q,nrSllrre kYfie7A ia's; TIOSSISjSrdli^I.hthrI 1W., SWIM— Cdrs,eluais!mfelart!Ita,!elt WT!1roaIXrpin,s s4akes<fbratml a h,dt , Anthony r. Tombo 1II, P.E. an!!,IQsT+!br�rfl sba!!of!r!anryaau.!R.e.a„v,a�aQdyrr+b:dwir�o!:,hQ,ud!ntlbtIr'6'1sulk Itl4liqcd:ofrnl.th!mr,adatmoaf®;kuwaf.At,:!:he,f�gr��na!re.en,,QaEd1—fsill ithatsImmAld A80083 ' Qe h9lugalsi r!s1h>LWw. Alledet sd Mi!QsT6Cdax r!aCarsedpifelmesdtietcilfgGwTsantichryld!rseIra{I(SFtrelfiskflrlN nfSW c,Idan:effuri�sd{Sibra. Ir4l fefi¢sQt nsrna�titi,s nffae<,dQ!l+,ss�wps,harsksitahti,eernllms Yadsartn,aQn: 4451 it. Lucie Blvd. r9aNss lefmdlreradonm, eNpnle nGit hdl ratios bnh!Lli!rrrsD!CS,hSiaeEt lsiaSQ,i*u�q uaie!,uLns Sena hr»no!!!rn;u�.magcdrdl!rr:; nersfau!dsnu. Fort Pierce, FL 34946 Copyright 0 2016 Al Raof frasses-Aethonyl.banha III, P.E. Reprcktiar aphis dommeal, in any farm: is prohlited withaatthe,viaeapermissiaa from Ad Roof frasses-AnthanyL famho III; P.I. Job Truss Type Qty Ply XCAS6519C FCJ3A Comer Jack 2 1 A0225336 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 30 3x3 11 r(un: a.u2u s Aug 31 2U1ti Print: 8.UL0 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:24 2017 Page 1 I1 D: KkdCWskRAgrbWJEUVadggXyBJg9-RfTj IpARCOJyjgMXYjSAYJ9m7ksfoFpJzyg00kzVTk9 2-11-1 2-11-11 N cV 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 0.35 Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.02 34 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MR Wind(LL) 0.02 3-4 >999 240 Weight: 12 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 2-11-11 oc puriins, 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) 4 = 121/0-8-0 (min. 0-1-8) 2 = 86/Mechanical 3 = 35/Mechanical Max Harz 4 = 109(LC 9) Max Uplift 4 ' _ -35(LC 8) 2 = -102(LC 12) 3 = -65(LC 9) Max Grav 4 = 267(LC 20) 2 = 89(LC 10) 3 = 229(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - `I) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 102 lb uplift at joint 2 and 65 lb uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard x\m\1-1—il\rtaityraptanaIIIOUfTMSB(SM11 GRE111IMMSA(1%UII0%(UST891' �AaMU➢DEArIn. 1.h64]pp¢uattr,tettnleahtna'IlnatCefiyv0anu;(OUjmlifeEflwrt.6stI:1.(.l@nrtStntea�aW ualtt,t-lardt{inhI'D."It whkt.&,;nttssautae!if farStNUl+kte.f..4tTnn0—hitsxCa, Sie IrrisIrz!4Asse!isqTIGitimstnsntcrytmtonttph;SuatiuSvatu3rtprit@yfir kfirptlCetittkirs!ttepsidisc,1OOttit,W.Th1.Thhors wrertt,,!«iapmtoete,saatlat Anthony T.TomboIII,P.E. axtat!M1:;inv(trmpGik'xS is@\maptsit:Uy tt@tOnm,MCndt tdtritrle,£.ennt td!�10.^.pe,hdxuAeAdhe QC@t lGtettia la¢Ih:lru{utzalRld. Ike tp:mddtiet00ut tryfieliaua!@tir.sa,iMamiFaslay 9mgoas7af tiwnl kn.:stL lt@s m<pms@Uiyaf 80083 ' @t{a;I(WjC:S:EI61(\i!!Ism.NSdtSM..itI111i:ICC\Il�lpmCittitiir'elltGltS!!SNILIiStikk'IifRlSdtyl.�E(mthr<ijIlSlJjakC;Eflk(ICItt{SKA[fWCit'1ttK(9YV�p1i3T1.iFFI!'fLLti@tmSptN�I13t16atASltSdn:I1933CS?p.K,iactso•aptAa,<neaatmsti�tdacmtytnt:e.'.. 4451 St. Lucie Blvd. t@erns\1\fmaRit\(udul\pedrynle antra it di pnm;I\Ithad lktnn Denn GReeeais RinitWllllti Ottym,uTrrss SnlezGs¢teio!etiNliliay. dltminalnt7tem:; ne is Odiu9ieA4L (oppight02R1dA4RoalLusses-Arlhony1.Tomb Ill,P.F. Rein doaienofihisdooment,inanyform,isprohibitedwuhounbewitienpermissionfromA-IRouf Tosses-WhonfLhfb111,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS6519C CJ3C Corner Jack 2 ' 1 A0225337 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:25 2017 Page 1 ID:PU4Mzyg2_MuGVhnMdh2ZPyH?LO-vs15V9B3ziSoLpwk5QzP4WiyT8GyXiESCcaZYAzVTk8 1-4-0 2-11-11 1-4-0 2-11-11 N tD LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 6-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) -0.01 10 >999 240 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 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 55/Mechanical 2 = 251/0-8-0 (min. 0-1-8) 5 = 76/Mechanical Max Horz 2 = 144(LC 12) Max Uplift 4 = -51(LC 12) 2 = -91(LC 12) 5 = -19(LC 12) Max Grav 4 = 55(LC 1) 2 = 328(LC 19) 5 = 258(LC 26) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 1-1IIA0, Interior(1) 1-11-10 to 2-10-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 4, 91 lb uplift at joint 2 and 19 lb uplift at joint 5. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 15 lb FT = O% Ur¢nr-FleessfisnsS!¢urkrYe'11100, i1Rc2rs(il;ignEl3st ims6 iDinanNvinsI tUPO'ItRFCS[tRC4EkPtvn hriFtt1p K,.*nntud eo4snd+t rust Ce!Ils0nva3;IDDjmltle![Muyi.rsri¢11,tf.lr!usart SkttEeto:eru. Delns aSnyBe!!etetpRe RD,"It ILT!k-111{ldes skDi:esetixst'DCbh lei. Asrirns0a.e6sa=.a(,t,SieasL}61ime' assMusay160 rttmms®sc@faxtdtL ps§nitsdvmntalrCg�e@ryL, Ssltsgael Se to{: imslyiasl3e tl:IDDull,ntnlrsl.IS:nnp.nsaitses,lssirtp mtriess, ssds!!a1 Anthony T. To 111, P.E. ntn:el ltsTmsWreq tetltsy ishe snprsu:ItldMOnr.,C. Dnets e4lsrhd¢yednn:&1f�Or.:gu,ia De u@d dfiel[:,htl vlikhal leil(igseizntfi-L Tle.11unlltle lDD nC �fieil.udtlelms, irde£�kattit, drep,usY"etianthans s4dtl: Qen7mdJiryd �80083 ' Ih hlfulOsig.;rad hxer.M. tOriesul nli. PrslDCtd pwtimnipLrmesdlie!¢i tet(mpsnlSdeh ldnxt6an{IESilelli!fallrlPi nl:SGee,drn;dtx{msd pilm;e. IFFI dSetstltnsinulBnnlQtlnrJlhlnss o_s^,�arLns l:.ipskl!uerertlnss Vicerfiaeru,ttltn 44515t. Lude Blvd. ¢nmissWall h.Want limitrn. Wars i,.elssetesunhsl.Ih lm, Dias. him., is101 A. 11.11jgD111ps,.111.5r1ea UP o!rgMliiq.s1a,11a1tsasm.fabdk'rsL Fort Pierce, FL 34946 (opyrighs®2016 Ad Radhosses-ArthonyL Tombo ill, V.E. Rapiodudion olthis datumeat, in any form, is prohibited whhoutthe wtiften permission from A -I RoalBusses- AathonyL Tombo ill; F.E. Job Truss Type Qty Ply XCAS6519C FCJ3P �ComerJlack 2 1 A0225338 Job Reference (optional) r rcuui i ruses, run rierce, rL 34946, eesign@anruss.com Run: 8.020 s Aug 31 ZU16 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:26 2017 Page 1 I D: KkdC WskRAgrb WJ E UVadggXyBJg9-N2 bTjVC hk0afzzVwf8 UedkF8MXa2G9YcRGJ74dzVTk7 4-3-11 4-3-11 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.02 4-5 >999 ' 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.08 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.01 4-5 >999 240 Weight: 16 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 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 61/Mechanical 4 = 6/Mechanical 5 = 315/0-8-0 (min. 0-1-8) Max Horz 5 = 154(LC 12) Max Uplift 3 = -99(LC 12) 4 = -59(LC 9) 5 = -79(LC 9) Max Grav 3 = 78(LC 10) 4 = 213(LC 25) 5 = 504(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-318/298 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-3-10, Interior(1) 3-3-10 to 4-2-15 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3, 59 lb uplift at joint 4 and 79 lb uplift at joint 5. 7) This truss has been'desigried for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard g451 St. 083 ' Blvd. Pram-flz¢tlrnryk¢rem..Ge'I IIOi�i rILSSESridtr^;,5t69{I IEIRf 6411DI@Gli rYSiOul tN7}!([E'B:iPeYE11'txn rm7rtuip rxcNnr¢t rest w4r ntdsr¢¢CesigrNSYn3(IC�.;mi@r46efi. fuck l?, rr.te±:r¢,, r>unae<e n,. r�r¢ oxr,.i±<radea rtr ED.¢y WTst< am rlens s5dlksseifertleiDCgle sr6t. lnirrss0:s.,eFrt§rs 7a.51emhq[etioa•�@nsi re¢epifw rgrmrtls m:cryhxe A@r Etdtt:n¢i a{uur±lyre±gu:Jtrykr 3etr:I n@esbtle rase krrx�eH:iCCedr,¢Inml. rfek,!geu»npce±, lxtmi urA1esc,:siialurtt : Anthony. Tombo III,'P.E. —I Wftsinss traryk@iul:@enrp.s2LrydAxgnrt,Ca Cnrisd&smkep2n@:&ilfmlD::i�u,n@e¢d¢IdtbtQr,@elM¢rfie lm lx,Tfngc:d?¢tEIL Re en:ndu!@eED¢tmffi:lrs¢C@doss, hdetiykaeTug. ilxge,iule"etiant F.¢rsr sic±t:W n±lasiiBatd y 063 60@rGCfurCesigeraa hf sdrt.l@rNrsse!sd'u R7DC nr@elaEiasnlryaefnn rltklrCS:y t¢IfexnaihldeaaW (I[9jislf:NtlrRi ut SFgmrAnn:ethrr�sir+it:ae. irFl t@'nss4r¢gns�nl3n¢r6tiecd11rL2ssC:srsae,Tins uean8g¢e¢ltnss Uarhunn,edoss tllnuAs: (ehaedlr at¢n¢I rg¢dyu @ wir:�m-hdf ruli¢s hvIA It, In. Dais DIN, is 10M.6:!Illy*Orsyat,ttLssf Sinec(•p. duflflliy. SIIniCdpl9 ixa. ¢t rs d�tetki141. (yyrightD7g16A-IRnolTrosset-Anthony1.Tombollf,P.E.Reprododaoofthis domomolAnanyform,isprohihitedwahouithewinenpermissionfrom A-IRaolTmsses-AnthonyT.lomboill,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225339 XCAS6519C CJ5 CORNER JACK 2 1 �J.bRef.rence (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:26 2017 Page 1 ID:PU4Mzyg2_MuGVhnMdh2ZPyH?LO-N2bTjjVChkOafzzVwfBUedkF1 KXV5G9lcRGJ74dzVTk7 1 4-0 4-11-11 1 4-0 4-11-11 aM O N I 1.5x4 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 0.69 Vert(LL) -0.02 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.08 4-8 >728 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) -0.06 4-8 >999 240 Weight: 20 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 or4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 144/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 194(LC 12) Max Uplift 3 = -125(LC 12) 2 = -94(LC 12) 4 = -2(LC 12) Max Grav 3 = 144(LC 1) 2 = 327(LC 1) 4 = 93(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mp6 (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf,, h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 3-7-8, Interior(1) 3-7-8 to 4-10-15 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3, 94 lb uplift at joint 2 and 2 lb uplift at joint 4. LOAD CASE(S) Standard W4tua-Flasnrrteyllrrnkr ne'1d 10Ii[ilms`S;'sE[1Ef r 9Al FW591MIllanSWSTany-tnt[rjllrr9n'dP(u[Yrfazn lr.M(ie,ip pa;,tm nsrn(e�+2!n!a!rns!ceil(omcrielp�'; ataM srr yr.nur©:et.(rrsmrtl'm!Mm nr. caruaYuybr nndmrceRarri( R!T!Ftaxcan yleess'elskssetfet teipCule sd.l./seimsa:s: hrase{u, �earEs[rsis:Rne!sl raasyTl4rymulsuscybxrd!St(rci:!iradersuurh7r_ga:dtt(k; (ssyndlles�'ye fires:(y¢lsfal§:17Psd(,rrtoRFl.if:lulp e!uoihes,Iae(uru!leireu uilesn% Anthony T. Tombo llI, P.E. �� rs(n:r(n,!un:Ix cg(ra,iisne mpaau4ad o,mo�d::�nrm�e.rac rr a:ulr�o::a.a�a acre crt,!nr.nrlxa(Iu�[arir�aamTrnL ne rR,rrlaaroo�:(m(e:u.uearr�:!;(oaR.q(ne>�uayr.anso�<dnr„r!s>r'sr nen4asnafia #80083 ' Rtli lie Gilt y6nigererl6ffirJn. Atlrsleter!rd'u[�loCnfY2psCimedp,ie<rs!d(aeloCfal6rpreeelSdehlAmelia;l(sgrslBsk(1(RIr!f5!(Ac'airfnerrt+a;I--pis-41 4451 St. Lucie Blvd. (nmrin teMe(Irs(xn�sp((dyn9nnxehr7 ycYesunuei lia GanDrsa[yneu is r6rneran[y0e!y:a,uLrrs(ma6(tr!mo!u(M:Itm} All.IMMI—v, rs d6,d WT1F[. Fort Pierce, FL 34946 (opyrightD2R16AdRoofCrosses-Authouyr.TomhaIII, P.E. Reproduction alibisdotument,inanybim,isprohibited AbomhemittenpermissionrromAdRoolTmsses-Aa(honyLlimboill,P.E. Job Truss Truss Type Qty Ply XCAS6519C CJ5A Comer Jack 2 1 I LbA0225340 Reference (optional) Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:27 2017 Page 1 4-11-11 I D: KkdCWskRAg rb WJEU VadggXyBJg 9-rE9rwrCJ VJi Wa746D r?tAxnE Ixsj?bYlgw3gd3zVTk6 4-11-11 3x3 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 0.55 Vert(LL) -0.06 3-4 >907 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 . Vert(TL) -0.10 3-4 >540 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.12 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Wind(LL) 0.14 3-4 >401 240 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 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 nuide. REACTIONS. (lb/size) 4 = 211/0-8-0 (min. 0-1-8) 2 = 149/Mechanical 3 = 62/Mechanical Max Horz 4 = 160(LC 9) Max Uplift 4 = -88(LC 9) 2 = -165(LC 12) 3 = -99(LC 9) Max Grav 4 = 317(LC 20) 2 = 149(LC 1) 3 = 250(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 4-10-15 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8s MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 88 lb uplift at joint 4, 165 lb uplift at joint 2 and 99 lb uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard nmsu--naa�pa3upulsamtnmsssms*autemalmsarteuTlrbaT„aplwr,ps,a:�an:la,::e:cs:c:,y,rtaYmpprw;wn:c�wrTl:at<m:r.l ad"'A,.i::se:las:ro.::tp MIA" r@odasadlleesellerofTW41,nl 1,s 1 ssIn,?..Gpmm{i.:,tpesidy[apm:s4fi:sdnaaTTee«p.1,aaacI.—dtisprat'inm<sp7a:ssugr::pas:mdnp4rfthopolkMO.TmsflpmdeILTDD01,utalna.TheinT.—pw,learnsnalclmsd:elep AnthonyT.TomboIII, P.E. aesxdreTmslx�pul issoasesTus:�rydeenn.tae.a aeAk udry4ntiwr�o:sA,ne< d:ed3aM@alKalsrinlxwapsa:�lTna.t :n,edenemol�eea.erneTaa:rpsanoes:,aslernnlnn pssrl:mnsssssliaa 80083 ' liesa:l[mp6esiyurs![:>cetlrt.WaalessdsIuMTWnleafaiIie—ftlfssdt.'I,IOTA, xlS:t4hlduaeAai;ll59palfkllTTlnlSdfAceieltta:elh:pz»!psisddldNlit):&arzspns3afiasnskJ;asd2Lassg:sps,Taase::ips6psearnllrssseanhaare,odess 4451 St. Lucie Blvd. - dlanitsdefimllpetnrAW spreedepe u nCra ITdlpamn Isn(vd. Ih Grseetipo [el�xsa I, IOTA, dnJkrile�p. lllaiodce! len:; ne st ddiad niTN: Fort Pierce, PL 34946 Coppigdt�7016A-IReoTLutses-Anthooyi.Tomholll,P.E.Rep Tod uniouclthisdasumentinanTfofmisprob3ilelwiihoutihenainanptnaissiontramA-1 of urns-AnihnnyLTomboIII,P.E Job Truss Truss Type Qty Ply A0225341 XCAS6519C CJ5P Corner Jack 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, deslgnLaItruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:27 2017 Page 1 I D: KkdCWskRAg rb WJ EU VadggXyBJg9-rE9rwrCJ VJ i Wa746 Dr'?tAxn9sxou?bdl gw3g d3zVTk6 6-3-11 6-3-11 2x4 = 1.5x4 11 V t0 A i 1-4-0 1-4-0 1-8-13 -4 6-0-3 4-4-3 6L3- 1 0'-3'8 Plate Offsets (X Y)— f1:0 4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 1 -0.07 4-5 >755 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) ' -0.10 4-5 >538 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.12 4-5 >445 240 Weight: 23 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 2-3-13 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-7-3 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 = 134/Mechanical 4 = 44/Mechanical 5 = 383/0-8-0 (min. 0-1-8) Max Horz 5 = 226(LC 12) Max Uplift 3 = -164(LC 12) 4 = -94(LC 9) 5 = -129(LC 9) Max Grav 3 = 137(LC 10) 4 = 241(LC 25) 5 = 486(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/348 BOTCHORD 1 -1 0=-277/338, 5-10=-277/338 WEBS 2-5=-545/370 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-3-10, Interior(1) 3-3-10 to 6-2-15 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus' 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 3, 94 lb uplift at joint 4 and 129 lb uplift at joint 5. 7) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASES) Standard �tang•nnse @tntglq atk+ne as mat nessa; s<uo^,5[FB,it I US 6 (7eCI11Ga5 NSiCNs"tLT7"f 26ACirJOiuEk1' ka I'll edst ro7m ft'an.1 'es nitJs inn Mist Cakusgritri[fit etlsn1L Tut; ILF!.IArnz She hfut m Cekna}+niu sxldrs@e ro.ult FLttkrsxeat ritla sstCkrsetln@ai[A;1a!<sdd. Astims0:srg hs4e{ia,Slemar falire:g,@: e�in�m;rga:msmtangtotlirErr<.sknl nos:,rmga:,,-a:aRryrr.@ctas�at[@e skyx rmstepmdn@:top nlr,nenrftt tsetas�tu:mryaes, lsak[adtiac statsc:ry Anthony T. Tornbo III, P.E. al rseet L4simsMsn(salt.ryas@engmi'sli�dtlnOnn,4eC.tdtsaEnkdtge2ntit lnlfwlCn: a,tl9e naeddtit Rt,@e alliekal'm:Ilirlsdaad Rid. tlt ep:ndu!@e lCCnt ntfielintd@tTass; kddiytauToy sraryehsn"tuaafkavr sl£It@e ngnsif3iryA 480083 ' @tootagostyeat[t>2tarc.futnessnmk@stocnt@tponmtdranman@:rtRsgttapsnlsdegl�t�am,epts9µsexanr[tltdsaursadnnuewrs.,'sdplin:e.totedues@tnstns@.ImaedAaesactrmsoes:�s,Lassoe:�pttq:anrauasse�ahtlna,nlm 4451 5t. Lucie Blvd. t@eMsstda¢dtrstnnaatqudgn@vmrgir�llnliesmrksilet F—DtcnBIN, kr-1fl, tie[Cnlgt;nTnr.Ssetz[qtondurIA43.t[larcded?resmrcCi6nta7t4L Fort Pierce, FL 34946 (oppight02016A-I Rao[Trusses-Ar@onyI.Tamho III, P.E. Reproduction alibis dinument. in any him, is prohibited withouithe witien permission from A-1 Rooffituses. Amboy I.TombD 111, F.E. Job Truss Truss Type Qty Ply XCAS6519C CJ7 CORNER JACK 2 A0225342 �J.bR.fernce (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:28 2017 Page 1 I D:PU4 MzygZ_tyu GVh n Md h2ZPyH? LO-KRj E7ADxGd gNCHfJ nYX6i9KL8L5Qk2ovuaoD9VzV Tk5 -1-4-0 6-11-11 1 4-0 6-11-11 Dead Load Dell. = 114 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 0.80 Vert(LL) -0.09 4-8 >938 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.31 4-8 >266 . 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.18 4-8 >465 240 Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 213/Mechanical 2 = 413/0-8-0 (min.0-1-8) 4 = 89/Mechanical Max Horz 2 = 259(LC 12) Max Uplift 3 = -184(LC 12) 2 = —108(LC 12) 4 = —1 (LC 12) Max Grav 3 = 213(LC 1) 2 = 413(LC 1) 4 = 130(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 3-10-5, Interior(1) 3-10-5 to 6-10-15 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 3, 108 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard 9c,bD�anu mne;lir¢e,a.�e•iam:I reGssan.�su,G(Gau la�sG(aGomeurusroxt^emn-jxreDs:I�u(Ir�:a mare inpR�.n¢,¢et¢H{ 4¢ee?Is(nxDe:i;e0nr¢�ill4jm/l!¢!a6®rLlealaW:lt.l,!vnsSSentde:ersv Gel¢cseSa.be s5leiaCe lG0.ed! Mid..ftrPtn¢sidlee,ettxremDure¢�:c{seTnaD lrE.ran{.a(e:nD([¢rnn,a:sxsnsgm,grcuuc¢eer sdiir(,nkssG¢de¢ :s,ysaga:arog4r t¢ap!mw'erm¢[gaem�TDDuir,,lnTF4t.trtrin¢ssm s.utgndnu sxhVay:' AnthonyT.TomboIII, P.E. ene!r,r,a,mr,i�i,aen,su,aatiaaD...�o.¢d:naMetgsen,rrr�on aceunwea,ueaeixQ{i.!stmar�(ogannr.n,ems¢tri,emDatnG:ite,ee!neT,,,:�at�ytA{:�qe.mns,na�((=,Sutitem¢n,r�rr�fia 480083 ' Ihb:lrrq D:sifxaf AffiIA¢f. AQMesssl¢d6t>=TDD n1Y ri¢Gi¢eselrIdeletS{ilkr¢.dq(ICpHNISifMI'IE16e14.1(IISI}riIG:F4{If Ri¢:}SSU CI IfICfI,¢tldlr?eYtl(EI{i9;t.TNI{bn¢f Re nSr¢AH*i1T51 t1¢1I A11¢¢AM3 T19fiD:5l(IH,TI¢5¢L:¢I(II EOj ¢!e¢Ii{In4f YRt([Ot,E¢rtllt3f 4451 St. Lude Blvd. emermsielm¢dks[xnmepnd¢rmm�l¢e lr p!rxves hnhst lktnnDeta Dra!u lsrr8¢rrllug 0e,q¢n.¢rLns-isme Gr�co!ng6�Dtny. 9l n(edoslixa¢n¢es ddudKTt41 CopyriiihiO26I6A-I&aof6nsses-Ar!hocyl.Tambn111,P.L Rtprode!iaralibis dommant,inany fotm,isprohibi!edwithout ,he wittenpeaissierf7emA-1halTrosses-Ar(4onyLTrmheIII, 1"E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225343 XCAS6519C D01 COMMON 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x4 = Run: 8.020 s Aug 31 2016 Print: B.020 s Aug 31 2016 Mi I ek Indu ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-odHeLW EZ1 4x4 = 5x8 = Inc. hn Mar 31 n9:13:29 2n1 / 4x4 = Dead Load Dell. = 1/4 in LOADING (ps9 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) ' -0.39 7-11 >648 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 7-11 >389 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL)' 0.05 7 >999 240 Weight: 99 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 3-11-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-10-5 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 = 944/0-8-0 (min. 0-1-8) 2 = 1039/0-8-0 (min. 0-1-8) Max Horz 2 = 273(LC 11) Max Uplift 6 = -304(LC 13) 2 = -351(LC 12) Max Grav 6 = 944(LC 1) 2 = 1039(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17361953, 34=-13271716, 4-5=-13271716, 5-6=-1735/954 BOTCHORD 2-15=-702/1389, 7-15=-702/1389, 7-16=-705/1388, 6-16=-705/1388 WEBS 4-7=-365/810, 5-7=-644/503, 3-7=-645/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-4-0 to 4-4-3, Exterior(2) 4-4-3 to 10-6-0, Comer(3) 10-6-0 to 16-0-10 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 304 lb uplift at joint 6 and 351 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard o�,ifJ•rini' am ,dpnrcr Ce7 naer ncssa;>rsu; ste3u t!us s m:maeuds*aus^wrs}=uwau[auurnm rrregee;�n J�,��i„ ssa ndur, umirnsi rfiirmc.�Omlwa, lm.jr. rr� m.r� tr�na svin�m„u e�,ss�en.lif,�id m rut r!%mp r:ITi116ID(atlrl0tf fail lCfifEl:raetaa iPlFld'1.141rfeii gMt-A�l F1JiA?Yttdy�emag FEJi1"�9:i�nmpifp;rtrrt:nls m,copTratdtlt6rsk;i�ealagia:auJr:igniOP.Jr4rIEe 43igadp¢shJ4 rmifepi]:l se 5>raOnlr,n1u 1F41.f kiipnumitxa41sr1ui¢dCien, udildal Anthony T. Tombo llI, P.E. ntrs:die:Tm, wrwgrfittyl,rtf,nin,w:mgdd One., EeOnd, axkmd o;adnii:&dtaJ O::ga,h4e ud,ddfa,tt:,&Ix ellvin17c1riagid±allprl rke en:nddh,iag etnpfi:N.udfi,in,s;¢ddiy�xdtry ile,ie,oii�^frmnl i'azS iemlhoz niFnsrairya - �t80083 ' 6e reAfepa:fi�ertrahiaf1..111.1"dnl is LOOD.tle1"ftedga.etlmdhthill! Gape lSdehMuxel'm(rBQJoiadallg IF,,nl Mmdmt fWI-olfilrat.t&Ilefi,e,fta nsrnf'vrtn nd ABailltl osOno ion D;<.iJ, Ey*seaeedlrfs6"udfmin; edm 44515t. Lucie Blvd. fGaYls, hExslrt(xaml,;r¢:yn9 nexandprmsm,h:l thrnn&,kr 6gRv, is igltUbdligge,Idu;nLn:sgdra6i�d d,srbnrs}mlapadedlnz; nersediula irF1' Fort Pierce, FL 34946 (apyright�2Q166d PaalTmsses•AaidocyT. iamhalll,P.E. reptodudian alibis dotumem, is anyhrm, is prahibiled wilhounhe mitten permissianhom A -I reaihossns-Imihanyi. Tamho lll; P.E. Job Truss Truss Type Ity Ply XCAS6519C E01 COMMON 3 1 A0225344 Job Reference (optional) --• • • �• • • �• �, • �w „a::� o : • mull. o—u � mug a i cu to rnnt: b.uzu s mug ai Zlr1 b MI t eK inaustnes, Inc. 1-n Mar 31 09:13:29 2017 Page 1 ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-odHcLWEZIxyEgREVKG2LFMtTHIUFTPn27EYnhyzVTk4 1 4-0 6-4-0 12-8-0 14-0-0 T1,4 4-0 6-4-0 6 4-0 1-4-0 44 II t.o,<v II ono 6-4-0 n 1.5x4 II jo LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft IUd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.09 6-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.14 6-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.12 6-14 >999 240 Weight: 61 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 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-1-10 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 = 663/0-8-0 (min. 0-1-8) 4 = 663/0-8-0 (min. 0-1-8) Max Horz 2 = -365(LC 10) Max Uplift 2 = -444(LC 12) 4 = -444(LC 13) Max Grav 2 = 663(LC 1) 4 = 663(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-579/884, 15-16=-527/891, 3-16=-517/912, 3-17=-517/913, 17-18=-527/891, 4-18=-579/885 BOT CHORD 2-19=-369/338, 6-19=-369/338, 6-20=-369/338, 4-20=-369/338 WEBS 3-6=-724/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 1-11-10,Interior(1) 1-11-10 to 6-4-0, Exterior(2) 6-4-0 to 9-7-10 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 444 lb uplift at joint 2 and 444 lb uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard st.41.nteetl-011e.it.W1I[DIE 114Kc`5(S.siifi';.e[S31t IR4S8[DlgnlCtlS(JftOY-ILM:Y')ilYCg6inkYiiT hml 6rd(hilp rysceMc¢4¢tl tnt"d, rest CesiptU¢eioy(f[ oilntltftwpL6zk 1?,rf.le?enzSteltt6rc rv. Cdest w'lmise sYltlnCe fiA,¢I;. wGt¢marlmssNG,see4xSe WilltdLasormsg:sa:sdnMID' sg sms®tcRibedwrarni¢tI¢ mr, wraap re fmpdm utpmr shlmmulootdp,elnmt., eiq¢etes uangry AnthonyT, Tombo III, P.E. ,ti,well's hen6empnllitisliertspnsisugsINU-11,e�gnta,:aseme,pmnmtuaigonyx,Metmtado,R4ntlKanalads,ulq¢arrna.negps¢Ic3emote�;g:bnn!atm,t:I:ateys�mynnep.hsst.ennna�ter,ltltaxnspmagrrin aTomb ' mh'1u1 OMP. iG eon. Nul. SeW u R!IN 13epteues nip'lin,dHetnfgG:FwSAIDIshath:11I511IibitiIt lnn, Stu rnd—,vtIKrsedpf,rt. ME iymesfte rzspns:11dr,n AWofhe 1—Ii!zo.,r¢,s I'siphrx¢ i Tins MafiN.-Ins 80083 oRnvn, hRnfirrtotn�epedga2 n K. ifel patio i n6el. lie Tint Nall, Gi6x, is lotd, trilmp Ualp!sf a Tins Stem Gtt en otnr half ; YI¢Iedtrellna; m rs Otl¢I k T4L 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 (opyrig6S92Q1d 4dm16 Yaiset- AothnryClamla III,P.E. Repmdodianalthis dommeap,inany Po,m,isprohibited wil6autihe minen permission here Ad PcatTmsss-dethonyLicm6o III, P.E. Job Truss Truss Type city Ply A0225345 XCAS6519C E02 Common 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. Fri Mar 31 09:13:30 2017 4x4 = 0Xo I 1.OX4 11 - N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.09 6-14 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.14 6-11 >999 240 BCLL 0.0 ' Rep Stress IN YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.04 6-11 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 663/0-3-2 (min. 0-1-8) 4 = 663/0-3-2 (min. 0-1-8) Max Horz 2 = 292(LC 11) Max Uplift 2 = -270(LC 12) 4 = -270(LC 13) Max Grav 2 = 663(LC 1) 4 = 663(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-661/290, 15-16=-609/304, 3-16=-599/325, 3-17=-599/325, 17-18=-609/304, 4-1 8=-661/290 BOT CHORD 2-19=-30/344, 6-19=-30/344, 6-20=-30/344, 4-20=-30/344 WEBS 3-6=0/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,' h=25ft; Cat. 11; Exp C; Encl., GCpi=0A8; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 1-11-10, Interior(1) 1-11-10 to 6-4-0, Extedor(2) 6-4-0 to 9-7-10 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 270 lb uplift at joint 2 and 270 lb uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard n 1.5x4 II jo PLATES GRIP MT20 244/190 Weight: 61 lb FT = 0% 9erthy�FlsvBtaesklratu�Sie'LI IU�:S IICSSEi�s!it'Jt ySE63fi Rkf6G7s01IIGlifOSTOY'rGP:CjStt60E,EAYfri'Sa�aBIN(FEsitEpeecaaladlalrasueislnarnipUaearliP0icd6ElE6wrLrir2a m,P.Er knasivlldsew. L4lEawtmke sofeln6l fG4att ilsTlhlo2tatlsitla still se Estt(etdtlG011rtEll:I.fIETaSSU:s.!2 EgaY{It,58laikj fsrlul49s sr1nvyTf rgasWSEliGtpiiYl d1311(6isshatl nSiEesriyaspwneurWrLllsyEdCesaAeimstep�Jdars•TeCnij,nfnittt.TrlksirEmnaitxes,lu(ut aE/Guis,aaaidet Anthony T. Tombo III, P.E. 3 utnedhsTusst>wticbSglstlxmtnsiixtigdG Ona,CEO.E:IseStlddi(exnlils»IfvB Sr.�ga,nRe atltddfii eGt4<11ta18ietxet�Bf�(dlatlRi 11e ep;nd d.Ge leOal a(fielenedtltL ss;¢dlfa3�Edq slage,uslErefuoae F.eussitlseGasimrt3d(d : 80083 ' lit SEnforSmigeraf(tti tE. IRmisstiodii ILIN"Iftladn"dViO tsd4451 it. Lucie Blvd. iflwivirRaslEE(xaalEgoSrynantxtiyclpMas lEnh>d.lisrn;sPls4l6tauardtAElaUigOld(ra;nLnsSrees h(mtvdnJ hd(�. illaSComi nsasu!ndlfiW aRSL Fort Pierce, FL 34946 (opyrilika2616AdRnal6usses-Arlhonyf.Tombaill, P.E. Replodunimolthisdomment,inonybus,isprohibbedwilbouttheEainenpermissionfteiaAdfoofUusses-WhonyLTomboill,P.E. Job Truss Truss Type Qty Ply XCAS6519C E03 Common 4 1 A0225346 [Inh Reference (optional) ,Nuu, nussnb, run nerex, rL a4940, oesrgnrma W !m Run: 8.020 s Aug 31 2unj runt: 6.ULU s Aug 31 2U16 MiTek Industries, Inc. Fri Mar 31 09:13:31 2017 . Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-k0OMmCGgYYCy3kOtSh4pKnypNYBjxOzLaYlumgzVTk2 6-4-0 12-8-0 64-0 64-0 3x6 4/ 6-4-0 4x4 = 4 1.5x4 II 3x6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) , -0.09 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.14 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.04 4-7 >999 240 Weight: 53 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed 'during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 1 = 570/0-3-2 (min. 0-1-8) 3 = 570/0-3-2 (min.0-1-8) Max Harz 1 = 241(LC 11) Max Uplift 1 = -217(LC 12) 3 = -217(LC 13) Max Grav 1 = 570(LC 1) 3 = 570(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11 =-663/320, 2-11=-601/339, 2-12=-601/336, 3-12=-663/31 5 BOT CHORD 1-13=-63/330, 4-13=-63/330, 4-14=-63/330, 3-14=-63/330 WEBS 2-4=0/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-3-10, Interior(1) 3-3-10 to 6-4-0, Exterior(2) 6-4-0 to 9-7-10 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 othermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 1 and 217 lb uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Zitt�v,;-Fl:sutlm,tk¢veehr6e ldlg;t 1145eY','S,'t!a'pi63d IFW.Ser0em11Ca-i(tJS1UMjRYf-d'Itffi90t[r�YJPiru rtti�Euip ra�cakmnE(mlx]suCd,f(msksiye9(vrbrpp';mFtlelmurl.Fvlvm.t:.rr<s(aafm(relue vu. Cxin,etu.irz rdelm6elb;vdp WTak,c�eh(rldlS 3idF{,15,Ed(.<iGC1a{eed!1.A,II(3eSe:f.^¢Gr®eYpdr`lemay Evrle:srk 8nsi vasryl6;(gnttelsmeaglmeA(5, Feut;shmlmna:nup(::Faealurh(Ca lotipa eF�,O{!even: Eepm�adeioamry,eriniF{F.rs=1<siFne;:e®percxl:rfigrc,�ias.smsata( Anth urony T. Tombo III, P.E. nenF,Tm,urcyhd�! 11,n:rv,ch:Igde.own,e,u.w,oaFaa(eq�e(a:wuaso�:�a,mI,rcdeadri,ur.aeexen.Frn,arm,�zvx(iFll.ikepmddllrl6Paemifi:tisnvltleL(s,iedKuAtaultrAslxeie,niL!kl'raeslknpudlleSe,s!presiWrtptf a80063 6e relfmpgsigua!!.�*ma. AVedesul,vl¢HeiDgntaeprcaire(nlizfeG,esd(zrtilter6rysex(Steglrt(metimltSgrd6frx11rlf nESEe ut(Ann:elhrp�sd{(iEar.,.l%F eefieez6r,esrns,�alFitt mlkli,tdlt:i(n,0:sips,i,no,:ir,!,e,re:t (n(seadrcm,(,atssi g4515t. Lucie Blvd. ,tluxne Mmetlra txaoaepe;depm R nP�rglrzipxaes Wvh,i ip fn;tiDeap, 6rbee, Is Lgitl, hillivp O,slra,,uLassSFaax 6puu dnrkhltl>p. lg;gaduellva; u, rs ECM 2114E (apyright�7016A-IReatLosses-Anrhoayi.lamhalll,P.I.Repmdurriaoofihisdommem,inanyfarm,isprohihitedwi(hourihemittenpermissiontmmA-IRaaffiasses-ArthonyLlamhoIII,p.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225347 XCAS6519C FG01 GABLE 1 2 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:33 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-gOW7BuH449Sgl2YGZ66HPC1 DzMoHP50e2s"zvrkO 6-2-7 12-3-3 1B-5-10 6-2-7 6-0-11 6-2-7 1.5x4 11 1.5x4 11 1.5x4 11 y 1.Sx4 II IX6 — ).5x4 111 1.Sx4 11 I 31= T8 = I I 6x8 = n. 10 34 35 36 9 378 38 39 7 40 41 42 643 4X10 = 8x8 = 4x6 = 3x6 II 8x8 = 6-2-7 Dead Load Dell. = 3/16 in LOADING (psf) SPACING- 2-0-0 i CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.26 7-9 >842 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.90 Horz(TL) 0.07 28 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.12 7-9 >999 240 Weight: 563 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B1: 2x6 SP 2400F 2.OE, 132: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x8 SP No.2, W2,W5: 2x4 SP No.2 OTHERS 2x6 SP No.2 *Except* BL1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. WEBS 1 Row at midpt 1-10. 4-6 REACTIONS. (lb/size) 10 = 8047/Mechanical 28 = 7445/Mechanical Max Uplift 10 = -2991(LC 4) 28 = -3041(LC 4) Max Grav 10 = 8047(LC 1) 28 = 7445(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-6770/2595, 1-29=-4325/1611, 29-30=-4325/1611, 2-30=-4325/1611. 2-31=-4325/1611, 3-31=-4325/1611, 3-4=-4325/1611, 4-32=-811/333, 32-33=-8111333, 5-33=-811/333 BOT CHORD 9-37=-1664/4291, 8-37=-1664/4291, 8-38=-1664/4291, 38-39=-1664/4291, 7-39=-1664/4291, 7-40=-166414291, 40-41=-1664/4291,41A2=-1664/4291, 42-43=-1664/4291, 6-43=-1664/4291, 6-27=-2576/6307, 5-27=-2576/6307 WEBS 1-9=2539/6821, 2-9=-2322/1012, 4-7=-1080/2803, 4-6=-598012288 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2z8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-5-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.25 plate grip DOL=1.25 4) 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. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) . 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. 11) Refer to girder(s) for truss to truss connections. 12) Provide metal plate or equivalent at bearing(s) 10 to support reaction shown. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2991 lb uplift at joint 10 and 3041 lb uplift at joint 28. 14) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads, 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down and 273 lb up at 0-3-10, 593 lb down and 266 lb up at 2-0-12, 593 lb down and 266 lb up at 4-0-12, 593 lb down and 266 lb up at 6-0-12, 593 lb down and 266 lb up at 8-0-12, 593 lb down and 266 lb up at 10-0-12, 500 lb down and 213 lb up at 12-0-12, 500 lb down and 213 lb up at 14-0-12, and 500 lb down and 213 lb up at 16-0-12, and 536 lb down and 227 lb up at 18-0-12 on top chord, and 923 lb down and 322 lb up at 1-2-12, 923 lb down and 322 lb up at 3-2-12, 923 lb down and 322 lb up at 5-2-12, 923 lb down and 322 lb up at 7-2-12, 923 lb down and 322 lb up at 9-2-12, 920 lb down and 395 lb up at 11-2-12, 916 lb down and 395 lb up at 13-2-12, and 909 lb down and 449 lb up at 15-2-12, and 929 lb down and 531 lb up at 17-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 6-10=-20 Concentrated Loads (lb) Vert: 1=-632(B) 3=-593(B) 2=-593(B) 4=-500(B) 5=-536(B)29=-593(B)30=-593(13)31=-593(B) 32=-500(B) 33=-500(B) 34=-923(B)35=-923(B) 36=-923(B) 37=-923(B) 38=-923(B) 39=-920(B) 40=-916(B)42=-909(13)43=-929(B) tftr.:a; ntn{ raagdp mirx@t':14_'r."AaS'>a(SEttR'p.fibAt,F;W:atUSr�"ii 36tE:i@4{'i8!ft�F:sK95:�bY.s�l'6Eo,r{tfi frg peas tEEactdrz{{e:w axkis utn4!s�ptir.:ieit'i ;WwSetSegCttix 0,li,rfitau SledsdeT ne. G:`Ess aa..nrbe s iwlti[o,ett W tk±tnt (1.:f8{43;6t{a'dtilfx lCf fB'ss alii}. 7;arBSB itit�tt`tltJ i'.4 1EEltp;{�4ttfy r]Sna.71Q14falw'!m'mrWAd1!:R'{!i1:8{81!B¢lt{ils}tnP381:i4Y ttt rltdEttp88([atsie}illEril iygRiant ToD", SEE MIL?iedssp{suxpeWc.,l»"_q nttr.as,uh6f t; Anthony T. Tombo 111, P.E. s3nadmsfnntd n}isia ut�tt;}tEd2lntkiL+vfida,lLC+nf{6d UEL{}WnEt{i.GR}inif)S,Ur#( 34k�iL{at,iJR:b11S!Ittd lS t4iilS:lnLifll.rUtjpniddRti:afi[tt(Sti�a•td�E 11{at•.i13€u4s C+Eyt, :kttbta�.?h:tuj si]iltrxttyEasE ]}d -80083 A]!s'tuf9sai{ncdf:anafsr,)6{rEss9Ettat4e R0at6sinJ:asaNpatls°rets3aa 2allr�GaE[4dE'p NxcmmfiEad6!tNEzi SS:lrteEd•�a:t8tarpnN afna.TN•E fESu!stE Enf]rs;]:aissnl#tsdP.nFnaa:as,;atr,tnn RtcnfagaEsat*;tn u;dmnv,{des{ 44515t. Lucie Blvd. akEnndEked4jettt`td Et!t{rtona®}h tGpadinaE:trt!7D1T?m6{dp]&*V.h Rol N tne1gNs1 r'%Fmsk}shs&p'{rsdm6a?tu}. EFtAZ"1efxEL:Nti dehd WW. Fort Pierce, FL 34946 �PYrig6(trr i0lAA-I Raodlressts-Aei6cepl.Iomba lll,P.E icpmdudw of On dommtop, in eayfum, is pr&6i1td.ishaa1 [be wfitsen ptrmlukn h6 A-1 Roof Trusts •Aa@ecyt. todo 11), P.E Job Truss Truss Type Qty Ply XCAS6519C FG02 GABLE I 2 A0225348 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:34 2017 Page 1 ID:PU4Mzyg2tyuGVhnMdh2ZPyH?LO-8b4VOElirTaXwC6S7pdWyQaLJmBj8XinHWFYM9zVTk? 6 4-12 12-6-0 17-0-0 8-5-1 6-4-12 6-1,4 4-0-0 -5-1 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 Dead Load Deff. = 3/16 in 10 36 37 3839 940 41 42 43 844 5x10 MT20HSI I 10x10 = 3x8 II 3x6 II 6x8= 18-5-10 414,2 12-e-0 , 17-0.0 18-2- F -7 ' 6-1-4 ' 4.6-0 11 2 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) -0.10 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.30 8-9 >720 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.12 28 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.13 8-9 >999 240 Weight: 477 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP No.2 *Except* B2: 2x4 SP No.2 WEBS 2x8 SP No.2 `Except` W2,W5: 2x4 SP No.2, W3: 2x6 SP No.2 W4: 2x4 SP No.3, W6: 2x4 SP M 30 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10 REACTIONS. (lb/size) 10 = 9465/Mechanical 28 = 10180/Mechanical Max Uplift 10 = -3426(LC 4) 28 = -3888(LC 4) Max Grav 10 = 9465(LC 1) 28 = 10180(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-8023/2976, 1-29=-5503/1978, 29-30=-5503/1978, 30-31=-5503/1978, 2-31=-5503/1978, 2-32=-7169/2640, 32-33=-7169/2640, 3-33=-7169/2640, 3-4=-7169/2640, 4-34=-7212/2656, 34-35=-7212/2656, 5-35=-7212/2656, 6-28=-10180/3888, 5-6=-7256/2705 BOT CHORD 7-8=-666/2081, 4-7=-1983/835, 7-45=-147/370,45-46=-147/370, 46-47= 147/370, 47-48=-147/370, 6-48=147/370 WEBS 1-9=-3043/8478, 2-9=-3815/1605, 7-9=-2071/5724, 2-7=-879/2215, 5-7=-3372/9195 WEBS 1-9=-3043/8478, 2-9=-3815/1605, 7-9=-2071/5724, 2-7=-879/2215, 5-7=-3372/9195 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows - staggered at 0-9-0 oc, 2x4 -1 row at 0-5-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 04-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.25 plate grip DOL=1.25 4) 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. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ` 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 BCOL 10.Opsf. 12) Refer to girder(s) for truss to truss connections. 13) Provide metal plate or equivalent at bearing(s) 28 to support reaction shown. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3426 Its uplift at joint 10 and 3888 lb uplift at joint 28. 15) This truss hasbeen designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down and 273 lb up at 0-3-10, 593 lb down and 266 lb up at 2-0-12, 593 lb down and 266 lb up at 4-0-12, 593 lb down and 266 lb up at 6-0-12, 593 lb down and 266 Its up at 8-0-12, 593 lb down and 266 lb up at 10-0-12, 500 lb down and 213 lb up at 12-0-12, 500 lb down and 213 lb up at 14-0-12, and 500 lb down and 213 lb up at 16-0-12, and 527 lb down and 219 lb up at 1840 on top chord, and 1359 lb down and 469 lb up at 1-10-12, 1359 lb down and 469 lb up at 3-10-12 , 1359 Its down and 469 Its up at 5-10-12, 1359 lb down and 469 lb up at 7-10-12, 1359 lb down and 469 lb up at 9-10-12, 1359 lb down and 469 lb up at 11-10-12, 1350 lb down and 584 lb up at 13-10-12, and 1355 lb down and 590 lb up at 15-10-12, and 1555 lb down and 672 lb up at 17-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 17) Studding applied to ply: 1(Front) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 8-10=-20, 6-7=-2Q Concentrated Loads (lb) Vert: 1 =-632(B) 3=-500(B) 5=-527(B) 29=-593(B) 30=-593(B) 31 =-593(B) 32=-593(B)33=-593(B) 34=-500(B) 35=-500(B) 37=-1 359(F) 39=-1 359(F) 40=-1359(F) 41=-1359(F) 43=-1359(F) 44=-1359(F) 45=-1350(F) 47=-1355(F) 48=-1555(F) rtwii.Hers,wmhcnt'411;di7rUiY�"SEtlR tiAOsl iEt4ittbfi'.61Wa5 (E:iPk{°€i!a'V.:SF06JKld 1`41a rttJydscStpne.[Srsaiieetestn{a lks?msG:l+pa:ra.rcpjlQi;nl;{s3rpes;i.laswatii,rf5h.nuSDullarerc na. MIS e,-oist swinitt TA,ai} YI':lp;i6HxF1fSSfE"pliaSNf"JGtIO1NSE){u�Fl ift34it;N,a SUM tA,�tC;Cpf ttf`p»i;tCl3pyTGO(ttrytit tiXRpitnik'R!%¢{ti:'tGI12fWtil,�tfpq!'„ifEp±n rtt(EL[itfritShpl31131{{1}fimPn {plf�tEf(,nrstnu.'acadaats: pr�:.ta gma tas,s ire} Anthony T.Tomboll-I P.E. SmlaadWsin lluprC�tCmltti+,srt;fnt0tandH=g,:ttr.k±Caufsnez�ltetepeattrhttz'Ft;3xsipe',GYxax aloi tot ;0eL,ot tisla;dhde;sa3erlifii. rxyprenldl4ti;itsl ea}',;•�t;sd .. �g nt# rtf,. a,�aE�t pant t,a tt.:}d 80083 ' Av.1ai'Wif I(mosfgo4.14togaP'.UtatlNrf0.tiaitt{.[Y1}ytSdRIL4sC�pGS1A1E1:.t'flt4tTmt6{76iptE3itkdk}etrydSF=Jni 14GFet.'lhtr.ral ;£tlaa2lPi:ltfutF3l tas}ta;i Fit aliTSe11}6t1as3gesgrtt,Gr;s Pisx[tpaYtut'm94'exiedne(,�teii s3etaisekritt8h}aCcstd�pe,!yttgm;l®gEpaRytt5naatledreeTnssllesfysFtphtxisKul iksth'dsr:trig+s.nGassljshnEgiamdartditiap,„acytl.atdrc;c;ana;i�tdhnll. 4455 St. Lurie Blvd. tapyrigilla 2016A-I Reefisnssm-Anibeny 1. TWO III, P.E. iepmdarien dihis damment in any fna, is prehibiled,ddhaei The written permissienI=A-)Reafirststs-Anibecyl. Tembe 1101 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225349 XCAS6519C HJ5 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designLaltruss.com Hun: S.UZU s Aug 31 ZUIb vnm: C.UZU s Aug J1 zulo mi t ex Industries, inc. rn mar a_I ue: w:ao 26 i r rage i I D: P U4 MzygZ_tyuGVhn Mdh2ZPyH?LO-cnetbaJ Kcn i OYMhfhX9IUd6Y4AbctDQxV9?5vbzVTk_ -1-10-10 3-3-4 6-6-7 1' 10-10 3-3-4 3-3-3 1.5: 3x4 II 1.5x4 Dead Load Defl. = 1/8 in 6-2-150-3-13 Plate Offsets (X Y)— [3:0-2-0 0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.07 5-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.18 5-9 >417 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.12 5-9 >613 240 Weight: 30lb FT=O% 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. BOT CHORD Rigid ceiling directly applied or 10-0-0'oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 392/0-10-15 (min. 0-1-8) 5 = 67/Mechanical 3 = 198/Mechanical Max Horz 2 = 184(LC 8) Max Uplift 2 = -154(LC 4) 3 = -146(LC 8) Max Grav 2 = 392(LC 1) 5 = 108(LC 3) 3 = 198(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2 and 146 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 59 lb up at 1-4-9, 103 lb down and 59 lb up at 1-4-9, and 145 lb down and 63 lb up at 4-2-8, and 145 lb down and 63 lb up at 4-2-8 on top chord, and 9 lb down and 47 lb up at 1-4-9, 9 lb down and 47 lb up at 1-4-9, and 29 lb down at 4-2-8, and 29 lb down 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=-20 Concentrated Loads (lb) Vert: 13=64(F=32, B=32) 14=-9(F=-5, B=-5) Ne�nl-neexdmrjklJ re>R.6e9 t ICCf i1C5SEi!SF,iEI p4[f3ll 11Uf 6 U7sCIR8li CJf10Yf"{P(l"Stet06tlg"eslfll' Ma 1n41te rep—herr nd.1.1, wus tnnCe!isSCaxmgjfIXllwide 4dnp1.bola N,IE Ihnrn Shr.Leine ru. Cdrn swain V.dd.de fE4'dt WTrtssarmrplda skY l:e<elforCtmgwk:lY:L lserms0:syelgeewjir.,fleml161Uxamsrsaneapl�irgrr.:msuscrprns�rieprsk:suan eo;s:vmpr�pnrm,mrdz taysnge suAnthony T. Tornbo Ill, P.E. ntneslkin Rns d: npieildsllsds rnprsY:lryddeOngMC.ntrsAwnee qrm rr de BCewl O:!us,hdeudeddda llL&Ixnifw6*115rttigreh sel lt4l. Re epinnidlit lCCnt utfi:'3nee!6,Tms.0alledi yilaq<,vs6F.tliaa2 Fnm dill,&ns1.'U4td #80083 ' Yesralgoes� ulb ran. In nseranrrloemsetnerc;edp nsdtvloucpr Self hldr.esxpsplal�:eltmnruacedrnunrpydPiaxefeue�ursde,nalnnlnrndnntrnsns�,rr:nespr5gnnnnn: nnma,nkn 4451 St. Lucie Blvd. sdnahe iermllye;xnmsge!s'gnsnusrs iprlpaYe �nrhei to rnssh9pt upb.,isl:rdsu:u.goniym,uunsfknex hg:rau!rg rrtln rtnsndnei:wz;mrsarfirravnsl. Fort Pierce, FL 34946 (opyright 0 2016 A4 bolTrusses- Ardony Limbo ill, p.L &epradunim aphis document, in anytotm, is prohibited wilhouttbe written permission from A -I Goof busses-Aerhony L Tribe ill, p.L Job Truss Truss Type Qty Ply XCAS6519C HJ5C DIAGONAL HIP GIRDER 1 1 A0225350 Job Reference o tional as , v, t ierce,vu 0YU"0, unsvynswa i uuss.com Run: 8.020 s Aug si 201 a Print: 8.020 Is Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:36 2017 Page 1 I D:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-5zCFpwJyN4gFAWGrFEg_1 rfkTZvmcfx4kpkfQ2zVTjz -1-10-10 2-0-0 3-8-8 4-4-10 5-0-12 5-10-11 7-0-2 1-10-10 2-0-0 1-5-8 0-8-2 0-8-2 0-9-15 1- Dead Load Defl. =1/8 in _N O O N 1-7 3-10-10 3-23 3-8-8 -2- 5-0-12 3-2.3 0-6-5 3 0-10-10 1-1-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.06 10-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.15 10-18 >544 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) -0.08 10-18 >999 240 Weight: 36 Ib 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 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 uide. REACTIONS. (lb/size) 5 = -16/Mechanical 2 = 45110-10-15 (min. 0-1-8) 7 = 359/Mechanical Max Horz 2 = 194(LC 8) Max Uplift 5 = -104(LC 22) 2 = -168(LC 4) 7 = -163(LC 8) Max Grav 5 = 22(LC 13) 2 = 451(LC 1) 7 = 359(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-19=-356/74, 4-19=-290/83 BOTCHORD 3-1 0=-1 53/305, 9-1 0=-1 53/305, 7-8=-261/520 WEBS 4-7=-622/312 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 Ib uplift at joint 5, 168 Ib uplift at joint 2 and 163 Ib uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 Ib down and 59 Ib up at 1-4-9, 103 Ib down and 59 Ib up at 1-4-9, and 109 Ib down and 31 Ib up at 4-2-8, and 109 Ib down and 31 Ib up at 4-2-8 on top chord, and 9 Ib down and 47 Ib up at 1-6-13, 9'lb down and 47 Ib up at 1-6-13, and 83 Ib down and 44 Ib up at 4-0-6, and 83 Ib down and 44 Ib up at 4-0-6 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: 1-5=-70, 11-13=-20, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 11=-100(F=-50, B=-50) 20=64(F=32, B=32) Nndv1•flnnfiraP¢n,4vru•111g;; nCSfO(XLO y n[t3u 1!tGs a rlNln07s[dsltlu^IL1iY)s(tAtl;S(PSW'3r nrn in0rteilpps;dnsuf rid wn n'wstnnentpNeeeg{f[,;M6v 1df.[LiszlF m:1.[. [aen:-r sSusldme m. Gd!u ¢Yn.snstlf<l as n! RA. -It {LTskrsas4r pltivs skllkuedfn neiWmh,d:tls,im50!sg Grp:xji.e,SpuvlrGtl�.rin!snlant 160rgsesasswen!tlmidnr[mksslnsl nStalaiyrz:ynstli*ryhr nt 1upilfesbot Ims deldde N 10hilpslnINL Gulalles:ssrys�s,ls6iry ¢dtinuuifili* Anthony T. Tombo III, P.E. nt n!d s s Tle,siar wtteikt{h ne nspngLltdN 0.n5G a.." I, iemd gemu lisulfq 0mgs,n4e udeddn, oLA, Ix Nrk 1.14ffigmis W WL Tk qy ddne [OOnt lb0rs, dnv [myhd4in[tndny drge,h,hf llnniknxt s49h ds ns[enuarq 0 180083 ' nshefm[0!sipsmP6a^.vdn. t0edesss!,dk MlOon/f2p!eiresedtis!Gsn,n'se47detrgaeslStel[Ide,xeleni[(54idks[e!1[if;nl53U a2ednenedlxtnsdpidvxs. i8lesfisesnrngnsgild'e, svi ktlesdnslmssUss'ryss,iins@sip'.gheentlnss Ynehdrces, mtess -.- ,nendn de0adlt,(cehod,pedgnn nears, trey iv:lln Ind,st ltelm;, Delta [elRw Isi0rneta:IllgOn1INtMI SIrM lgRna 104ig. lllnrOdnvlaras u,nddUe!"x nIL 4451 St. Lucia Blvd. • Fort Pierce, FL 34946 (eppigh[�t1!IdAdAcolTmiszs-Ar:Ih00yLlamhalll,A.E. Repradtldioealthisdocome0t,inanyfarm,isprohaitadwhhous;hesrittenpemissiea[mmA-IAso[Trusses-ArihonyLTcnSoill>A.F. Job Truss Truss Type Qty Ply A0225351 XCAS6519C HJ7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc: Fri Mar 31 09:13:37 2017 Page 1 ID:KkdCWskRAgrbWJEUVadggXyBJg9-ZAIdOFKa8Oy5nfrl oxBDa2CL]zFH L?rDzTUCyUzVTy 6-10-8 11-8-11 6-10-8 T10-3 4 5 4x12 11 2x4 11 6x6 = 3x4 = Dead Load Defl. =1/16 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 0.77 Vert(LL) -0.10 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.17 9 >808 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(TL) -0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.08 9 >999 240 Weight: 71 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-7-13 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-0 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 = 362/0-11-5 (min. 0-1-8) 7 = 467/Mechanical Max Horz 1 = 299(LC 33) Max Uplift 1 = -592(LC 4) 7 = -575(LC 4) Max Grav 1 = 1030(LC 20) 7 = 982(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-889/392, 2-14=-949/397, 3-14=-901/366 BOTCHORD 1-16=-292/833, 1-17=-500/833, 17-18=-500/833,18-19=-500/833, 8-19=-500/833, 8-20=-500/833, 7-20=-500/833 WEBS 3-8=-90/755, 3-7=-987/592 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 1 and 575 lb uplift at joint 7. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 180 lb up at 3-3-2, 97 Ib down and 180 Ib up at 3-3-2, 156 lb down and 87 lb up at 6-1-2, 169 lb down and 96 lb up at 6-1-2, and 227 Ib down and 168 lb up at 8-11-1, and 220 lb down and 164 lb up at 8-11-1 on top chord, and 112 lb down and 137 Ib up at 3-3-2, 112 lb down and 137 lb up at 3-3-2, 200 lb down and 22 lb up at 6-1-2, 201 lb down and 32 lb up at 6-1-2, and 222 lb down and 44 lb up at 8-11-1, and 213 lb down and 37 lb up at 8-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-9=-20 Standard Concentrated Loads (lb) Vert: 2=177(F=89, B=89) 15=-85(F=-35, B=-50) 17=176(F=88, B=88) 19=-2(F=5, B=-7) 20=-50(F=-16, B=-34) tGas g•fl enenag ;,z mat Fl r : nvss=> sEu rbirens;itr asrornaacniruftrul, usuwusrr o. rErtgrngat: r::�l, Ka;nFe: g:rn=.aggtec,ww:�a.r t lrr om,rtgdrrmsard:d�rn�4„rr { t�aeiva nlg W:'egnaxirgltesiE.io Min 6004i; "agsturn;t:tyaFeg,nn{iySgoCFttg�aa;as sn'et[sritpnsrrsr%:nx,rylas.��tkeadru:nd�ae[Arg;rspai:rtiYfaff[•JgidGe tugitlnsti!gA1rdmCtn9tdr, nln itN. g4rktstfrst�zgWc::l>s.'.gm Pic:,uldYit! Anthony T. TOrIsbO ll:, P.E. I. tarn a'isintsaran, sgEa;aCrrtauH`t{dtf?�r«r,dsc.-rh oa5uudrgneaa, (claganym•,ahc aaet�u,ke urarmfad la Act;r'exa;in. IirgpvdABr NW ut%111 .191inss,ss:nagsa3sg.11arg:, ilec..d". dir&1.a,"03114g1 #80083 atl:dfieS"-edprsrrfnnha. i9saac snntnarP.7¢1[u{talus¢igaY.§nftisklltegraYS:�('aaaitictWµiLcl�ri;PtadSgdtnnF�ucbfnrnmlrahe:e. rtl t7srues 4s n;tsc.tkuCstnl dnnftkFnu Prsr�sytnss Pzxsr [gieuzlinnxssrtng,�Sss 44515t. Lucie Blvd. m9er„nt,!vdi!rrati zpalqua�gbgtr dtgn5rsrdrl. itelussDrsfgraprr: is kB; Se tuiay isdps,a irnsSssna�;anrdatteEtug, A3�N;�da�csmr. a:Jntlt•I' Fort Pierce, FL 34946 LupyrigN 0 2016 A-1 Rool Imsts-Anthuyl.lomb III, P.E itproduuion oii6is dnmment, in oaytait, Is pro6tb$rds it6eol16toritttn permission tram Ad teoilratsts-Am6ccyl. inmSoI11,P.E Job Truss Truss Type Qty ply XCAS6519C HJ9 DIAGONAL HIP GIRDER 1 1 A0225352 Job Reference (optional) y„ wa ttuaa. uln Run. 8.020 s Aug ai 20i6 Print. 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:38 2017 Page 1 ID:PU4Mzyg2—MuGVhnMdh2ZPyH?L0-1MJ?EbLDvi4yPpQEMfIS6Gk4YNa74R9NB7DIVwzVTjx 1-10-10 4-8-11 8 4-5 12-1-0 '- 0-10 4-8-11 3-7-10 4-3-11 1.5x4 II 5 6 Dead Load Defl. = 1/8 in 3x4 = 3x4 5x6 = Plate Offsets (X,Y)— [8:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) -0.08 ,(loc) 9-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.19 9-13 >776 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) -0.06 9-13 >999 240 Weight: 71 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 4-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 805/0-10-15 (min. 0-1-8) 8 = 915/Mechanical Max Hom 2 = 325(LC 8) Max Uplift 2 = -340(LC 4) 8 = -576(LC 8) Max Grav 2 = 805(LC 1) 8 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1322/546, 14-15=-1243/583, 3-15=-1129/561, 3-16=-974/434, 4-16=-808/372 BOT CHORD 2-18=-702/1075,18-19=-702/1075, 19-20=-702/1075,9-20=-702/1075, 9-21=-506/807, 8-21=-506/807 WEBS 4-9=-81/524, 4-8=-1058/664, 3-9=-300/219 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5,Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 576 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 59 lb up at 1-4-9, 103 lb down and 59 lb up at 1-4-9, 145 Ib down and 63 lb up at 4-2-8, 145 lb down and 63 Ib up at 4-2-8, 202 Ib down and 131 lb up at 7-0-7, 202 lb down and 131 lb up at 7-0-7, and 263 lb down and 201 lb up at 9-10-6, and 263 lb down and 201 lb up at 9-10-6 on top chord, and 9 lb down and 47 lb up at 1-4-9, 9 lb down and 47 lb up at 1-4-9 , 29 lb down at 4-2-8, 29 lb down at 4-2-8, 55 lb down and 26 lb up at 7-0-7, 55 lb down and 26 lb up at 7-0-7, and 77 lb down and 29 lb up at 9-10-6, and 77 lb down and 29 lb up at 9-10-6 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: 1-5=-70, 5-6=-30, 7-11=-20 Concentrated Loads (lb) Standard Vert: 16=-91(F=-45, B=-45) 17=-228(F=-114, B=-114) 18=64(F=32, B=32) 19=-9(F=-5, B=-5). 20=-72(F=-36, B=-36)21=-122(F=-61, B=-61) �� - - ifa;q-Plene;xm^h,,ra*ier@l'ddti; tlltSi;S(StllSt"CEFE[rt(iFl4kEtdG1?C4 QIPki3PnlS;iE0it75u:A1'tato, rsti7/esg race'asvatnfmi�saftt Sus iaSl;aEnertgitCE; wf1i:�4tr; 1.4aasW,t:.Uire¢tAntEefettoa Gus55tlElts7es�eiw3a :tC,wlt 4i:`tSaWiwj"!S Fba;,dai5iliil GtED'xd9l10Ed. dnTw:litS yiEepiwoyl.y:ptcEEp �atft;,.^aJt31wRJ)�dRBtSE.fAi:lE gdk1{!¢"[hl!%a¢t.,'9tllhpK>/pS.1S'fitir#fEsl�tl(5!tlaaillw5t Yd0.'ItIW,(G j��ttlrrRfEe It{t, iNflifpO M,xtPt !,(iJr'3p't*$y {E5,1'fletffi Andi0ny T. Tombo 111, P.E. #80083 vAvedftlsln5!hrnry:Itppu55r5s{xsVdedrtl LVa 9.lv,daCaetftaa::a�ptNvtltG.:£:glvi,u5estu:rtsk:9(;i5t¢{avtt.Itsdla:Ga;EaPaad766 Tut;p!a5tictltlCuivt;ulleu d.t"r;.a,.v4dugSzt]'ag,5t5rc;:,a«dmwmdhtaspstaGit cxt>spwsp s+ $al+#YdPSEp<liP.lfitpae9u. d5uaittivftafa[ICEnf toed(kt�TS¢f[.MdeRt5Dat44A160,j{tCpiEtC$diy �'tR�t4SiS(,�n}Iif13�Epi7{tidSN.l�ttt(tteft�(ttgFECtlpti(ta;t �ii!rQES3lIlSpi116'E`I(t3lald:41t5$nIt75S pwi�,ft,Jt;31 Qi3�0 (E�6.twf iRSS �'S21a>1VStG[4at55 ' e2t�s,lil dtEatd'm{ r:e;^;r1 speeLgty hxSJhdEreRpa is !ahlL itel!ass 9etl}!k;;lev 4 Hal J! tae. 41INIM0., fn5s4nnwEnlve; dwi idud, :": tgila dalh, +!m u!s°,saia tpt-0. 4451 St, Lucie Blvd, • CnpyrigE1�i816A-IRontia¢cses-Ma6eryl.inm6oIII,P.E, iepradutdiaaei{5isduaomenyinonyfrim,isptu6i6itfdrit6aunhavtAteapermidsianfromA-dpaoiirucses-Anlheeyt.iar•:hnill;P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225353 XCAS6519C J5 JACK -OPEN 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:38 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH?L0-1 MJ?EbLDvi4yPpQEMfES6Gk55Nd94Z8NB7DIVwzVTjx 14-0 4-8-0 1-4-0 4-8-0 1.5x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 4-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.06 4-8 >949 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) -0.04 4-8 >999 240 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 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 311/0-8-0 (min.0-1-8) 4 = 190/Mechanical Max Horz 2 = 181(LC 12) Max Uplift 2 = -91(LC 12) 4 = -116(LC 12) Max Grav 2 = 311(LC 1) 4 = 190(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 3-7-1, Interior(1) 3-7-1 to 4-64 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 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 91 lb uplift at joint 2 and 116 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% �� 6m flan rz!iesfl!'9-0E'r 7t45SCi Wa"E31alfEt416tUt'i?l751tES7CFli'i7! AESKOPQLU:%I'krs-rltfi kin esaemsaareduinnlis;asf 6l: ari SLOE;ndi:::s4fn1.4fzwN,IlU;rtusSlletEdo;llse. Ccls: �st>;sefklln6e it-0,¢I ale!§21nY$X (,-.1S i49'J Et33?!r¢Sltl(t{il§i a�d.d:it'nSSt'J{f(tfRttt istylEKi�7tfl,�IIttigNl ft(6!!i!T(<at!'fftSt.L�S LAAaf7i9:id(!i&dtlP49bt:{iAtli�if:lfFliS.lti'7i#llfdfd;iLtr'•t SlfjElTt%31:E�.itlR�'It�pnh,R!!llfl I: iEtkfi;i lf3'�f4�f ti Ft (ne::iES, IiIEEC'I! Anthony T. ToMbo III, P.E. rAradEdGitslua;trlfu;a rrµaoitmffe0+ix,dsCesds eidwirdyrd¢6it rui sif>C,io(xitdntide dt 2l M..alall d1aAv;al. xdiii 1. ruy;rad0r.117a1 nd800$3 )dmrssdwtaRll;7¢tMftrsas¢t0-fin!`M krtdfalG.yax5ltn h"lrrmleflW;fdluiJky Mae St; -ofti•wik laN o�-'lwi. RH leaes+�a n:fa:i Aef nldnls dttvL u9evixa, hin Piw-EEers±u ¢d;rtss 4alffia,e-Jlsf 44515t. Lurie Blvd. yttirislk!Uid§tafi ris}eNt;!¢btietf�E}eGfvtlnmdtei;il6asf 7lsrgt8gatsuN01 i4l tadtQ„zlst ,m EfrnitsxaF'f1r¢tnef�Wtad U q&!!elmeanr,MlatrFR Fort pierce, FL 34946 Cepyriglt6!iD16A-1&eotlresses-Am6nsyl.lom5alI1,EE itepiedud;anedt6isdamment,incoy rnnisproblitedQhoulShe ntiveaparmissiunhemA-1Roof Times- AntM1nnyLla-6niil: L ss Truss Type Qty Ply PAS6519C PC JACK -OPEN 4 1 A0225354 Job Reference o tional Ruut i ruses, ruri rrerce, FL 34946, aesign@a-itruss.com Run: muzu s Aug 81 2u16 rant: 6.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:39 2017 Page 1 I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-VYtORxMrg?Cp1 z?QwMDhfrHHwnxMpl W WQnzJ 1 MzVTjw -1-4-0 2-8-0 3-8-0 5-0-0 1-4-0 2-8-0 1 0 1 Dead Load Dell. = 1116 in to m 0 N O 1.5x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) -0.09 6 >624 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.18 6 >325 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MR Wind(LL) 0.10 6 >568 240 Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 131/Mechanical 2 = 331/0-8-0 (min.0-1-8) 5 = 82/Mechanical Max Horz 2 = 217(LC 12) Max Uplift 4 = -112(LC 12) 2 = -111(LC 12) 5 = -34(LC 12) Max Grav 4 = 131(LC 1) 2 = 372(LC 19) 5 = 255(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-6=-56/305 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-4-0 to 1-11-10, Interior(1) 1-11-10 to 4-114 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 4, 111 lb uplift at joint 2 and 34 lb uplift at joint 5. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Bwhg-Flnu Porte{llrrn&*tie'1 I IONTIOSSIS^S',Er6(03lli!1HS0L1AOIOCOS(OSiOYi-LLM17j!(rG;SIPOYEYT'MnG:Ofletipimaatktt mired wtsntds lrea Cetytartrmg(I�imilOrldlmrCftxk l0,ff.Ide;rett SStdtdo:en:, Oeltss kNmse cdd n Re IEP, edf VMkm mt{Ieltsskilla WrNMUtttf(AtrTms0es 6{aax[t,'p:ntrftfu4amCt:�lnmjl6;tgmtdsnece}mttdotrnk:sunlegiutriyre:gm::tdhfstlklttl{tti@esuyNTmtit{ 1oelbTOPeslt,td.TF}I.fmlttipnnu/xt.kdrt{m4d¢c,sal:llRr pnlhOnyT,TotnbOIII,P.E. ,d med NiTmmlaret lydiryis&eim{tm©:tilfelNreOwer, O:Onus mlttdtelegmin lie taflfmlM..per,hfle mdMdItRCOr@tWfit[a%el5e ilkgtdtmtl{Id. Ice eFl;e,ol ttflelOOmd mtfitllrsrdfleinm; itdtlu{ktllery sime{ths6ntamnl kaur s5a!Ile &e tmtmsOO&td a Tom3 34946 Zt A'h1fgI1!0gx"IWIrImt. AD.%Sftd'urmlOOni3xrrtfitr>nliretrnndiSrNlfgU p.lSdt¢I6uaeCw;i(Sl�rdfis�lkflNttlSlUctrdaeretW.{vrdpiiaxe.1141411moltrtstnxlifettedhtitsdn:LoxO:s:3es,Trtssptytt>3 etrnlTrtssuartta�<ymttss 4g515t, Lucie Blvd. tflnvlstlekteltrotmamtgmdeinkn hdlrm9sgnh;dlkafmssOtdm�lR�trut0(flektllt{OrslpyerLasS{mstFgtr:etoferrMAWgtOmiCdetltrta;mtmdditdhR41. FOrt1St.Lce,uci Blvd. tapyright�7016AdRaaiLusses-Arihoayf.TamhoIll,P.f. Repmduniaaahhisdotumeat,inanyform,isprohibitedwithouttheminenpetmissionfromA-Ipeaffrusses-AmbaoyT.Tomba Ill,P.E, Job Truss Truss Type City Ply A0225355 XCAS6519C J5G JACK -OPEN GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(a)altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:40 2017 Page 1 I D:PU4 MzygZ_tyu GVh n Md h2ZPyH 7 LO-zk RmfH NTRJ Kge7acU4kwBhgTQBH NYU4gfRisZpzVTjv 4-8-0 4-8-0 Dead Load Deb. = 1/16 in 4x6 = �yy�V 2x4 II JUS26 44-8 4 8 0 4-4-8 3 Plate Offsets (X Y)- [1:0-8-8,Edgel 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 0.46 Vert(LL) -0.05 3-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.13 3-5 >423 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix -MP Wind(LL) 0.06 3-5 >917 240 Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 800/0-8-0 (min. 0-1-8) 3 = 1461/Mechanical Max Horz 1 = 147(LC 8) Max Uplift 1 = -240(LC 8) 3 = -547(LC 8) Max Grav 1 = 800(LC 1) 3 = 1461(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 1 and 547 lb uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Use USP JUS26 (With 1 Od nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) D01 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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 (pig Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 6=-924(B) 8=-930(B) btt'.t •flt95tra tlrat)i(t�{-(d:5TnU5$:jiW�E(K�!(1(l(i(1EQA�.4iai$(iilEl( 'I�SA'Jr.!�d(Sia('h13 rEth i!{` n121:fllR�tYLt�ttid95n19 Cr31,rryl[EIT'[''St9li(Et1!}tPT,.lJ39 �1tt�.tE(Cli4SbttlEdnt i30.1}LESi i.�lWSd S�td Ngd?i�,ld 3 �e 1 s P t'�'�! t?i •�°• i t'y I UJrlkEnatJ4f tY is slc;htsNtn ru lDitlNnri tsvT+n.l:ire{h.nt.c..letslryrE;ialn,,,s.eAtvs.7lGPrEgeixayaraEiheadne�ehtavadlt3�aeedp't:lats itryWfilt[s�pdfitsisglvinst iytaldw(lviiO nit.rtEr ltN,i![s iiv nnxlrtzs,lz>e'et tattles, ttleYdqAnthony T. Tosnbo Ill, P.E. vsdne$6h inr krtr!Csttgnsiln;lns3edld�0atr,elCaxt(t!a":w'ultltututttix3ai3:si;ssl.u&Eae:ErtdRe:i(,6t&'eiallyd leLzpn:zdTFl1.Tieliplsdd4WT:8lei lgYltl ,ldetLas,:niiieyE a;.wnlya9lC mEsdtrerysilCilhle sent .rd #80E83 7vtttEtgEe;tiEE:ndtnoeE#r,i6txes sHlta@!6^9¢t6ltlasus¢liak:elsv(dtcddyGgar'Sdry Mac�av tESi;psll�skih r?Iul A.s tte tdsess.+httn�claadn:t. t:1l vsslEtegal,EkatEvul t9esdCtFnss esi�Ec rran�oartj:w at`ass 6wdsRnx,nlesE 4451 St. Lude Blvd. a4aE>tiild:!ndaslCla»rSr3trlt;Elthey0ta3(terta9nintrlLRtTms2stp(e;Enlsi:xa�%euaAli stsiler>,nlnlsS(Smrlu�lnrdglDls"efa;, ,7�tr.3ldtl wsmatd¢d'n(1ci, Fort Pleree, FL 34946 Copyrigu92916A-1AoalTmcses-Atnteeyl.lom6oUr, F.E,:optodudonoilhisdaroment,iacoy rtmispraG3ittd.ilbaal[be ntit3eapermissianSomA-ltaoGrasses-Anlbesyl,Tomb HL?.L Job Truss Truss Type Qty Ply XCAS6519C RP Jack -Partial 6 A0225356 TJob eference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s 6 5 3x4 = 1.5x4 11 3x6 = 31 2016 Mil ek Industries, Inc. Fri Mar 31 09:13:41 2017 Page 1 Dead Load Deb. =1/16 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 0.66 Vert(LL) -0.12 5-6 >629 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.20 5-0 >388 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014/T'P12007 Matrix -MP Wind(LL) 0.21 5-6 >366 240 Weight: 39 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 No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-6 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 = 185/Mechanical 6 = 465/0-8-0 (min.0-1-8) 5 = 96/Mechanical Max Horz 6 = 299(LC 12) Max Uplift 3 = -193(LC 12) 6 = -179(LC 9) 5 = -163(LC 9) Max Grav 3 = 185(LC 1) 6 = 509(LC 19) 5 = 277(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-318/521 BOTCHORD 1-12=-526/306, 6-12=-526/306, 6-13=-946/665, 5-13=-946/665 WEBS 2-6=-574/284, 2-5=-674/959 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-3-10, Interior(1) 3-3-10 to 8-3-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 193 lb uplift at joint 3, 179 lb uplift at joint 6 and 163 lb uplift at joint 5. 8) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard tvcihP-Flnu 8d«i¢Ir¢.4+fieldi0ur IrCdd3 19 �5631!I11#S6G7ABmC4 rJSiOYy'tDiirjifC68%'J[wY{il'firn Wfe ipJsi^,0 iet c! 10 .utit I." COVD e§(Tr;¢rtleln!¢rLWk m,rF.les;n«5'wtrdar!nv Hah:sd?nxise 01 eilF0M.1f ILT{tm>sau PNdSs�14eISNdN7l lrahrtl0;:l. ISITId55dts.,R liJaEYtl2.$J!JlnjfFJli!Fph!33I110r1�iitrR3U15tliC1r4ffiI�hir(ftl:SYilltithlitllr(Hr�NILii,'h: �t /f54ptilCtS«rA i«!:Ilr td Y9!IJBtllr,ti�nlflL rill:IJDI5A0rC¢SI¢1hJRILiS¢wSi79IEtl( Anthony T. Tornbo 111, P.E. ixlrse!IGzsimskr darldildy is@ensrnstl:middn d.d¢,ad0.dehdaldraeteyreulh!Ia1fwP Ossgre,h3e «lied ifhln.,&d I¢Ilieh¢Ixu1hey «/!¢flPi-1.11een:¢dla'fi!f00¢t ¢rfi!Nce dtlein:s, isdetiyk¢lay, sladie,hsLfni¢edhnur s4ill Y!Cd rnr¢s6ilrtl rl 60083 Ire rrifayd!sigirr¢llMid¢. rQMes¢i idhtlelD.¢dCs P«Amnlpii:li!¢dfyfekuraJ(ecnlra`!¢Iidizeuad1lSQPdifi;dellrlP¢!dl(Anrdiaeinlh: i�sdpire¢e.trTlddnesdd ¢sP¢skTdhs mlkfidid�Lass Oesper,irus a:ip Eys¢eeiirtssYndhdnm,Nns.. tllireiniewirerauad dpeedq¢h vWl q If Ps:Ns NdhdL Ihv In;sPn!d Gym« Is igifld ddiliiggniptt,rtTwr>rPdezGJh;el a!eirh!Irn} Sti « JCdhd! Nos r« is d¢fin/kT41. 4451 St. Lucie Blvd. (oppigh102016A-IRodliussas-AmhonyLhmhIII, LE.Reprodurlion alibis dommem,inany form,isprohibitedailhoulihemittenpermissionfrom A-IRoelTmsses-AmhonyT.Tomboill,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225357 XCAS6519C J9 JACK -PARTIAL 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:42 2017 Page 1 I D: PU4 MzygZ_tyuGVh n Mdh2ZPyH?LO-v7ZW4zOjzwbO u Rk? bV nOH6vnj_OVOJYy61Bze hzVTt 1 4-0 4-7-1 9-0-0 1-4 0— 4-7-1 4-4-15 4x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.17 6-10 >626 360 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.44 6-10 >243 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) -0.05 6-10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 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 guide. REACTIONS. (lb/size) 4 = 117/Mechanical 2 = 50110-8-0 (min. 0-1-8) 6 = 282/Mechanical Max Horz 2 = 325(LC 12) Max Uplift 4 = -118(LC 12) 2 = -123(LC 12) 6 = -123(LC 12) Max Grav 4 = 117(LC 1) 2 = 501(LC 1) 6 = 2B2(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 =-421/107, 11-12=-399/123, 3-12=-299/125 BOT CHORD 2-6=-424/587 WEBS 3-6=-683/493 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 4-1-2, Interior(1) 4-1-2 to 8-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 118 lb uplift at joint 4, 123 lb uplift at joint 2 and 123 lb uplift at joint 6. LOAD CASE(S) Standard Dead Load Defl. = 114 in PLATES GRIP MT20 244/190 Weight: 41 lb FT = 0% g. Bnur-Flew au„gE¢rner ne'11t¢r;t¢sSESi'Srd915[¢8r[ IEIN56 L�.'¢IIIDaS fJSE¢4j Efi13'jiDa9RtE¢eYitl'Exn. Wfmippna!nnreEndnke,udis rnssEesipe¢nxuE(IE.'}mE�e/rfiarl.Emda l¢, t.E.lehmrtSle,ttdne ru. rd,ss otuanesMelmRe R¢,ulE NITA Iidn:dMT.,ts,9dlleeseVolkiDDhidttreTms¢szE,Eaertie,Srem¢E,pas.¢.n:,mlramr rgnsmsercr$rd6trds,iradn�e,:ag,sspaJ U;staapnmevernr.ttreun toorr¢,ntnifllntmpw,arane,nturnrteu,mnrer; Anthony T.TomboIII, P.E. ruwr::ih&Iha,n,EnrutEtdde.a:r,es cadeea,mrtepsnn: �rra�¢esan,ose raved arse ncue itt ntrm la�Ea,:it�menllEld.(keep:ssddht EO¢Neatfieldnre!lleims; adefnq�alay dsep,ueLl:etinntlmaE tidih flt n,ildid �80083 ' uerarre:sip at6r�a,.eun sdadasr¢¢,dazpanre,ntp:tars,ErEW;toa„dstyeas,EaaragpwEtEErnrusuau„dne,etuy�npnrveintteresx 4451 St. Lucie Blvd. a„m,:htkvatr,Eamm,peaatmm�cgtrtigrueemdaLlie ImDs_nEelbmisFort Pierce, FL 34946 Coppight 0 2016 A -I Aaaf fionas-Arihony Limb III, F.E. Btproduaina aithis damment,in aayfnrm, is prohidited witboutthe vrinen permissionfrom A-1 loof frusses-AvhonyL Im aba III; F.I. 11 Job Truss Truss Type Qry ply XCAS6519C J9A JACK -PARTIAL 1 ]Job A0225358 Reference (optional) Rut I. O.VLSS s Huy o r zu ro rnnc a.uzu s Hug a1 zuib Mi ! ex Pnoustnes, inc. l-n Mar 31 09:13:42 2017 Page 1 ID: P U4 MzygZ_tyuGV hnMdh2ZPyH?LO-v7ZW4zOjzwbOu Rk?bVnOH6vnj_ObOJOy6lBzehzVTjt 1-4-0 -1-4-0 , 4-41 ' ' 4-4-4 4-7-12 1.5x4 II 4 4x4 = 5x6 = Dead Load Dell. = 1/4 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate'Grip DOL 1.25 TC 0.60 Vert(LL) -0.17 5-9 >640 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.42 5-9 >252 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38. Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) -0.04 5-9 >999 240 Weight: 48 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 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 guide. REACTIONS. (lb/size) 2 = 499/0-8-0 (min.0-1-8) 5 = 391/Mechanical Max Horz 2 = 322(LC 12) Max Uplift 2 = -123(LC 12) 5 = -239(LC 12) Max Grav 2 = 499(LC 1) 5 = 391(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-436/127, 3-10=-421/144 BOTCHORD 2-5=-444/619 WEBS 3-5=-703/504 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-4-0 to 4-2-7, Interior(1) 4-2-Ito 8-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 2 and 239 lb uplift at joint 5. LOAD CASE(S) Standard �. ..... icr_p-Rene„hrxy�kymirx9e'4I{gr lrNi".3(SEliri';. H903t iEttt56NG4i�55 Et71i�(LPi3y,S769Si'�"..El'i61'6:n.fna. d3Fgs pare!ns«isretuirn[fa in3FYtsi,�,neuritCC; ai4t �tSt�l.atria©,r£tiSnnuSlMlehren[[>rs:3�sese 34ned3s3e'4-0,a31r 4i:'tMtruaJn rh4Faes;legsKMfx lgi tah3ttel lst4'Sst.ri sEeli3en¢:.e,SPtEattp igi3enj^+3 nLnaerlGPnaeussaaauptca�r<pt, ehss:ceal:zpimrlar;ni:f>rilC{ru inies!ptt?frtsi3�elsMr isp6�M;apt[i6atr,aln lPt l.'.ke(SsrpF ntx;;ptiu 6sY,81^p(!.rcF, sxh4GlrAnthony T. Tonbo III, P.E. zdt3e�'661nFFfaurEr7EaPt3asrt7ttti drf tS:Gun,43G uls a3txa}u+t{etlas4e &cka573s ieNta rAdt'ai1 �3t Mtst tStiv:dts"iie{t3Stut;r4l inq{mrtlrlkelEgnirx``iddse l9t HatF,:at itgLxdtap,s2nlyislel ;3aaiErecap ilvGlaTaetxiptsu5i d ?.(' 80083 ' '�4litfUj �ai[{eSttidr@eih! dQl ti StFnfi➢ttang�ra;pfLYii34i{Ai�.g6t3GE(Xtl�.'krd yrlLlAP'$d2}rbHEiASEjESr t13L�{I Jtr#($rl±ttt(El!1!!S!d{SrrlFCltr£id2kT. rEr-i Vn[F41 ,[at! N3C EGji0it3 n1'eR34.W�. dlrWt(ai4tf3f '. e to �scun tt(erasrs gnl l a nxiusllr wrua3F cn3f teens a ; try Kxs3 rt t: a 3isr;rs.n r, 3 rn nFEE r dmtett{, l aladmes3n utz rtt nit. 4451 St. tude Blvd. [opyrigS:lG:iOidA-linetlttsces-Amkaeyl.lemEelB,P.E, taprodeti;enoi0itdaramao!.inenyrm,isptahi6ittd.adan3the aritstapermizsianlrnmA-]tnoilrccus-AaiCeeyl.InmEn[Ile P.L Fort Pierce, Fl. 34946 Job Truss Truss Type Qty Ply A0225359 XCAS6519C PB01 VALLEY I 1 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. Fri Mar 31 09:13:43 2017 Page 1 I D:P U4MzygZ_tyuGVhn M d h2Z PyH?LO-NJ7u HJ PLkEj FVaJ B9 CldpJS_tONxIoV6LPx WABzVTs 1-2-4 i 6-5-8 i7-3-1$8-2-0f 22-M _ _ - 5-3-4 -10 -10-4 14-7-6 3x4 = 10.00 12 7.00 F12 4x4 4x4 = 4 M..9G 3x3 II 16 15 14 13 12 11 10 9 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 0.51 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight: 87 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 puriins, 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. All bearings 22-9-6. (lb) - Max Horz 17= 59(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16,13 except 12=-190(LC 13), 10=-263(LC 13), 15=-258(LC 12), 14=-162(LC 12). 9=-107(LC 9) Max Grav All reactions 250 lb or less at joint(s) 16, 13, 9 except 12=410(LC 1), 10=569(LC 1), 15=361(LC 19), 14=383(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-12=-321/369,7-10=-4421507, 2-15=-285/362,3-14=-297/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=24ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 6-5-8, Exterior(2) 6-5-8 to 7-3-12, Comer(3) 7-3-12 to 8-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. 9) Bearing at joint(s) 17,18, 16, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 13 except at=lb) 12=190, 10=263, 15=258, 14=162,9=107. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12, 10, 15, 13, 14. LOAD CASE(S) Standard . ... - i(tfiFJ•fln5t�tflfdrldir(6!'d•I r�JrnOS��if�'yrfBld3t�:r�ErfiRTd731 tEi1gb fE7!rt`Idi��ctGt?7�1�dfGL tff�r dlSjirwRf4lSt�iFf{l�±!q �9 iiF19 G!�p0.':TIRRrfIGr"LSd<s.l itfiittt.ilGk rll.rf.tf(C.f6tf iirflttitlf51. r9£ii t�SFYf!9".td9f'�!iGGrn�r s;'ftuue;hrpMhs:h3lsn!dfnkrdGikNm5161tr+ssgn�7s&{bmy y!prGsopimee jRa se#nedlG3rfpttsrz:nsuphwsRfxekvu !grxeniyr�lw3iu7kfnte9ip9!Ge siebbns dgiarlea&eiSGrth,afn RN.:irkupFas xsrs�:.b eresxd sn,uMia; Anthony T. Tonlbo I11, P.E. sirud611Gatsfxartd€agudnnqutl6eirydtltOsxa,R:Cretfsfr",xfiru'gWu6e tivr3nhta,u5rrsdeildHs6(,3e fU'¢dd!6:dlr:£mps+R sdldlL liteiPelddOet;AW nrVride.er G.tin;L+e*uds�i•stciFte,i!hWrosd4sap,lMu'I ra espteAeird y80083 ' 3!ra%u;h:,,cnd4mEafnssdManrraassi?rraT�,satg:#Lnd!ktwlujte�urk6'�c�nllagpdum�dlyt%nd5!ts rrr fef�sexrdlarrac,i;naw'e. inl dtpr-s 2en;yn.is�;anddt esd&era9sPesix:rran Qvsrs[r`usratFressltcdsdnx.nlnc 4451 St. Luba Blvd. s$nelsrArmfd45nCe�rpa'erlgn 0e'tacgMeCyaSfsslshrL ;let nsGest}+6t3w.. is h5 kf hi'iudtAry x r.rss:n!farq€nrxdm ka iict, 2: ¢{Yu'aedb�e:me: d:`:eedit IrN. Fort PiP10E, FL 34946 (opysigHQ2916A-1Redifesses-Amtrecyi.inmtn111,P.E Rep!oduftionoit6isdammeei,isaaytc!c,fspm6i6i!rd+16ne116exsireaptrmissieotfomA-tRnntireeses-Amhenyi.irmbeIII,P.E Job Truss Truss Type city Ply XCAS6519C PB02 VALLEY 1 1 A0225360 JJob Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:44 2017 Page 1 ID:PU4MzygZ_tyuGVhnMdh2ZPyH7LO-sWhHUfOzUYr67ktNjwpsMX_5OojFUG1 Fa3g4iazVTjr 3-2-4 21-1-4 22-9-6 3-2 4 17-11-0 1-8-2 3x3 15 7.00 F12 14 2x4 = 3x4 = 1.5x4 II 13 1.5x4 II 1.5x4 11 3x4 = A 12 1.5x4 II 1.5x4 II 11 10 3x4 = 1.5x4 11 3x4 = 9 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 0.72 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-R Weight: 87 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 22-9-6. (lb) - Max Horz 15= 80(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 9 except 12=-239(LC 8), 10=-248(LC 8), 13=-259(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 14=267(LC 1), 12=476(LC 20), 10=515(LC 20), 13=520(LC 19), 9=272(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-274/221 WEBS 5-12=-372/420, 6-10=-401/446, 3-13=-398/462 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 3-2A, Exterior(2) 3-2-4 to 22-7-10 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 nonconcurrenf 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, 16, 14, 9 considers parallel to grain value using ANSI/fPI 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 100 lb uplift at joint(s) 14, 9 except Qt=lb) 12=239, 10=248, 13=259. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12, 10, 13. LOAD CASE(S) Standard QRSig•r(Patru'rRyat'l!!h.gt�ll rQ�tTfQ)Sa�$I((..yQ�I(Tf(T(t!1:3(RfySrk�l$(C�Tg(li^y7i(rjrrSr$ "IGO, tall "Pi}(RSSHSiIf TitiiftSDE�PSIIEI rFhEgl.?16k N,T�.ItfNeiR S9MFtiMl11R C&E5102SSitUe lk"diY`tfGD, Pt{j !1i`:efamt:hij,C tSs kesPdhiSND bNffi�, 1. sT't s:ut�EelR}a(.4�t£dryrQztuAn}seY,ft s�lRRmrest{msuplwsalieyeh};irmte�}rehr;esEroi;ilyht ru£esiyto(3afegisLassia2ideEmlf[fiDx!(,eNn 1TtJ, ihrM;tT¢n}�zy Js};}t rce£d:�ys IePi:M Antony T. TO@bo III, P.E. zbv{tHhtntslawtLzttrppesn tt;dury2tk5Fa!,d}Cyvl}d ntdr(eel«G}rx a3Ret ,b5e!msWs; dea�#tQ;cla}4rd lx ZuitFlesdlfld. T3to1(*e�tlSlStl AaiFgaxllsedle!taf>EhISaL}tshnre,Mhrm'asadYrasgtkfU®nvunt8E7rae ' #80083 2ttuiegEP}l,2^p!(itaif.JL=DSii{St1NS➢rFIT:Dm£631SRit3tQ(r:t$t.'il!}yQe(a(. (! -}g�j ( ryya aQ(t5}jj jrittp($!�if[elttJll('i(RriY3-yAr9:R tri�:f(6!} fttflfF51%iF1S6rlY:ItSS��.[tiSSDtk�fl�rnnD;c�nt[r }r{rtsResgcaxaner, (s}s 4451St. Lucie Blvd, e3s!risedPE}ela(F(eGx�ag:<lget 6xrtngh }cro5rskro!!ri 11lLrssDestp&� u tlR, d: prfl[gRsslgex,u TRS}SiAi9FF,hlYdHS ly"eP.(, fQtigA; 3t{h�C it1 iS r::ddCFSI6I. Ccpy}igi(�SB16A-1Raanrnsses-Anl6esyl.lamboltf,P.E,iepradurronai11%datamat,inany rarm,ispmAibittdwitbaallbe-rirwpermiss hemklfadimtses-Avlbaayl,latballl:p,E Fort Pierce, fl 34946 Job Truss Truss Type Qty Ply A0225361 XCAS6519C PB03 VALLEY 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s. Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:44 2017 Page 1 I D: PU4MzygZ_tyuGVh nMd h2ZPyH?LO-sW h H UfQzUYr67ktNjwpsMX_56oj RUGBFa3g4iazV Tji 5-2-4 19-1-4 22-9-6 7 nn f1 9 3x3 14 3x4 = 3x6 II 1.5x4 II 1.5x4 II 3x4 = 13 12 11 10 9 3x4 = 1.5x4 11 1.5x4 11 3x4 = 1.5x4 11 LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R 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. All bearings 22-9-6. (lb) - Max Horz 14= 134(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 13=-112(LC 13). 11=-267(LC 8), 9=-237(LC 8), 12=-280(LC 9), 8=-148(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 13=279(LC 1), 11=603(LC 22), 9=612(LC 22), 12=535(LC 21). 8=278(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-350/259, 2-3=-266/258, 3-4=-266/258, 4-5=-266/258, 5-6=-266/258, 6-7=-278/225, 7-8=-343/272 WEBS 4-11=-383/434, 5-9=-395/399, 3-12=-393/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 5-2-4, Exterior(2) 5-2-4 to 22-7-10 zone;C-C for members, and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Bearing at joint(s) 14, 15, 13, 8 considers parallel to grain value using ANSIfTPI 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 112 lb uplift at joint 13, 267 lb uplift at joint 11, 237 lb uplift at joint 9, 280 lb uplift at joint 12 and 148 lb uplift at joint B. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 9, 12. LOAD CASE(S) Standard 16 8 2x4 = PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% Gsts€;•puse:etr+,`3!mhtdt'CI par1E05a(SEt((t";(Fk72€€R161(CSili}:l6 tk77BN.r:B:U'iSCSK9Si him tallhcatsexewc2ltstak:st his imsC:dirtEaeaiyilPF,nlifa:lt4t€±1.:'ta?tlC,ri.Ulretct 4leetTeton nt(arctdoueval¢4t Td,¢eJ $i;eF:at pYts sklkn d4dGe l@Fait nfii.; eGen ci�fgredn{ty edlry5; zrtry4esrineglF9rrrtusc¢xupaadtst><eh:uulmgnenw;:tspas itet�Wlcs�ad6esi:lisLrn itgAtdmest l30ettE,nr:i lNL':trdsu;an€xa7raes,aw�el tnci¢s,srLl.t; Anthony T. Tombo IIi, P.E. glen t!nxirentx¢rLC(apu rc,reasal'ara'tY� n.eh-Gaetls u'.enaxdapv!¢6e kJu;Cestpu,ate aEzdmtk4r, e:¢e tulanliadyaa¢E EFI Inctptedti WOW o1fidin,O ON dal, Ntes(teAr.4DII ?80083 ' iel-xa7.[:greexs(adatL aiz7€€eten¢liti:¢((Ypk1(n6ir�1:ti1t}PR4i4A10;(1^�d1t61:5'1 �.Yi.'�1Y($(, .tiikl{t°P:nlRJtn tthttter-+dfalndsliadme rr9-1 scd®eslend;o-a:tzdn nikms a'1'st FacsCesi sy Inv on4v'a 44515t, Lucie Blvd, o3nxtiebrn.l iliCw"xtla;nlgna+aaiylxeC;tY,inhsehr4 iE:toss ics�p�&i'nn'k AS ltkrfls{:7A,9�",a TnsfS5slem Ftpuee(tl¢ridtty. L`¢1a _12d'tic�¢c¢1tAaInIPLI. Fort Pierce, FL 34946 Copytidlt idid A-i toolitesses-Arlbseyi.lombolll,F.F, tepnidudion d thisdammeor,in any Lsm, is prohibitedQhao3 the ssriCeo petmhvitonimmA-1 toot Trines-Antbuyl. Tomb III: F.E Job Truss Truss Type Qty Ply XCAS6519C PB04 VALLEY 1 1 ]Job A0225362 Reference (optional) russes, For L rionz, FL wavo, uesrynLa i auss.com nun: 8.020 s Aug 3i 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:45 2017 Page 1 I D: PU4Mzyg2 _NuG Vh n Md h2ZPyH?LO-KiEfi_QcFrzzl uSaGdK5 u kXDsCO HDhTPpjQdEOzVTjq 7-24 17-14 22-9-6 7-24_ 9-11-0 5-8-2 4x4: 1.5x4 II 1.5x4 II 3x4 ZZ ___� 1.5x411 3 4 5r 12 1.5x4 II 11 10 9 1.5x4 i l 3x4 ==: 1.5x4 11 16 8 2x4 , LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) n/a n/a 999 MT20 244/190 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 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight: 99 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 2-2-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 22-9-6. (lb) - Max Horz 14= 188(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 13=-146(LC 13), 11=-252(LC 8), 9=-195(LC 8), 12=-293(LC 9), 8=-182(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 13=270(LC 1), 11=593(LC 21), 9=599(LC 22), 12=549(LC 21), 8=283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-372/284, 2-3=-390/395, 3-4=-338/351, 4-5=-338/351, 5-6=-338/351, 6-7=-301/258, 7-8=-410/327 WEBS 4-11=-378/368, 5-9=-376/352, 2-12=-496/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=26ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 7-2-4, Exterior(2) 7-2-4 to 22-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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.Opsf. 8) Bearing at joint(s) 14, 15, 13, 8 considers parallel to grain value using ANSI/iPI 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 146 lb uplift at joint 13, 252 lb uplift at joint 11, 195 lb uplift at joint 9, 293 lb uplift at joint 12 and 182 Its uplift at joint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 9, 12. LOAD CASE(S) Standard rrmss.m,:[�!rr,aprei!.a!•tu»:n>fs;at'�uu1tatittilw:irolcrgsstniex{��!ln.nloa;:xuar•era, r,rd; trs�iz:da:darat[a:tar>,;nnga�,a3a,pc:;atn,:,ra:a;t!,�is,u.u!na::sa[dt!re;[a[, n„:��:.�! atlas:il�,ay Udel:,uelr ict,s slc t, tfdlnr,rl6ides,ndl. t,Thn t gt:,Q,ttr$t,4peaAp rLFerv;.»„td,a,gipprtpt!x„:az;ept,s,ep[p:deasx,l �teuRpr[yyL:+ICSM tit611„ tti,sisi 11[m lttadmis, U0.1r, ain IN 1, iirCs,rt, aucpexl, I,N.zp;att` t*letup Anthony T. Torn;bo 111, P.E. sd,adWtt anfaa.Esatnpnaerpa-twtpdi4,,+xted!C+after;r<igWnflni::Fa}itipa,uG�ts cdatkUC,St 6taid!ludlzsl!p:dltbiHl. titgtn;tldtltl',aaiai 9eHrtd e'.rc;imviu;L�3�aycxq�iNl ar 5:aurf6!Ekerx[!tps ttLlpd - 60083 44515t. Lucie Blvd, i it tu`:tiegCt yaeulfactltf r.lgsr!ssdMaft,frgatb!prlus¢t5u!!Sas t!fa kdta;G.paetk§'ipue:sitn4}{skliLSa{krtPlalSSUmrdiatuhilatnlp}idaa;a ir7t7r'¢ss#[req,ri3:kn es!#tiesdt:einss ges: .[;Inn Pes t;,e:erat rtr.Id:adedna,xJass ,aet�inCtrrssltp,t,:.,dupredgabxrmrphd;puttesaralr�n:tnLas�Ee;oar:us7!dt hbirpa;ip�,ceinss;r�hwtir�e[sdegl rup_i r��ndtt:c:mat�s!'sutL Upyrigh021)16A-lioonressrs-Anl6anyt.tomEelll,P,L i•.pmdudiendibisdommeat.inanptarm, ispm6ibited-afiaufthewdttenperm%sionhomA-lteoitmsset-Anthelrl,larioI11,P1 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225363 XCAS6519C PB05 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. Fri Mar 31 09:13:46 2017 Page 1 ID:PU4Mzyg4_tyuGVhnMdh2ZPyH?LO-ouolvKRE095gM21mgKrKRy4NjbNyy86Y1N9AnSzvrjp 6-5-12 17-9-12 22-9 6 6-5-12 11-4-0 4-11-10 13 44 4x6 1.5x4 11 1.5x4 I I 1.Sx4 11 3x4 = __ o q in 4 n 5 t: 12 11 10 9 1.5x4 II 1.5x4 11 3x4 _ 1.5x4 it 18 8 2x4 LOADING (psf) i SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-R Weight: 97 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 2-2-0 oc puriins, 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. All bearings 22-9-6. (lb) - Max Horz 14= 169(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 13=-139(LC 13), 11=-264(LC 8), 9=-213(LC 8), 12=-284(LC 9), 8=-173(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 13=274(LC 1), 11=598(LC 22), 9=61 O(LC 22), 12=541(LC 21), 8=276(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-376/282, 2-3=-367/379, 3-16=-315/317, 4-16=-315/317, 4-17=-315/317, 5-17=-315/317, 5-6=-315/317, 6-7=-297/245, 7-8=-389/305 WEBS 4-11=-382/411, 5-9=-390/341, 2-12=-433/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=26ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 16-0-9, Interior(1) 16-0-9 to 17-9-12, Extedor(2) 17-9-12 to 22-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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.Opsf. 8) Bearing at joint(s)14, 15, 13, 8 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 139 lb uplift at joint 13, 264 lb uplift at joint 11, 213 lb uplift at joint 9, 284 lb uplift at joint 12 and 173 lb uplift at joint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 9, 12. LOAD CASE(S) Standard 6trit •%etst&trxiU rnNrtlt'Llr=irll03S5rstlltr''ETrfistiit4lttDb"It'�15[fltAf7 iltltl "c50rt: s"6a:Nf"hru, rrr ft ee:xe�seinde kse: eYf'smf Call e' ItOC;WSr ie tewt. Ser»0,}t.kfe;eeu fheelltiarc tu. rsr i crAfs usae-1 EG,tsl Y r • ^ f ^+ �-- �f TR t i �i Y utriar�e�uirtsKteuauriob ,Ntt:vtrs:rap, rol:.ys}airygbrurf:taflattatutrn a>yr,mee t::wy�eu:raf�f; turflte:t,abtsiiaten,i�admmttwary,u�tet}is.idtts.ge:s pu�.utrocflatayxs,tr Anthony T.Tornbo1i1,P.E. aitted6lsinssL•tes.G3fyb n;}ncri c,+.�PaC xes,tl:0.xdst: utifi!dttee riifsp7tupn,bikta�zilatla t;alttE.ts#ditadla�v;af'_"riiFi i. tit yfrtsdu'det:9tri tn('rct3aud irvsLbaSiiy4x6uysn¢ie,aus[msextdreajfk¢Gle Ears .ii 7fd #80083 ' t{.:{IPi+PiEpStflftfabtFlf.%N9TAiSdN}bidli:�JHtb4jfiD'#S4fii:tii°UticrMt59itSirOC f:;'fiSMTen!$(�Qj}It�iii�l}in[Lti Nl�rf!$41{11iS4Cdf1:W(a,ini:£?tErS}fit3ifi:tTdYfiOSttAtfltileistfSNtfip!t�i4iSlQik:tti{tFfftf{in£9L9R{tQ913.{4ltii 4451SF Lucie Blvd. :Sn.bt Ahtrizfc(t.^.,MaNettr�sabxumtireC}vtieszscheL 2t};ne0esi&3!u.UNO': it Rriur nstgaa�,ce TnssintmfEpz<aelai 6etixi, l;ttinnxd,a�:mutatdnlfL4 Fort Pierce, FL 34946 Coprrir61g:401AA-INoaflrnssa-Aat6eeyl.lom6oll;,P.l hprobtiondthis dommm,inGnYNT,4ptaybited.96oan60writenpermissioofromA-1Roof Trosses-Anftayt.lodoifl,P.E Job Truss Truss Type qty Ply XCAS6519C PB06 VALLEY 1 1 A0225364 Job Reference (optional) 3x3 i +U6b1U11L�.— uuas.wni mun: 8.020 s Aug a r 20i6 Print: t$.UZU s Aug 31 2U16 Mi I ek Industries, Inc. Fri Mar 31 09:13:47 2017 Page 1 3x4 = 1.5x4 11 1.5x4 11 7.00 12 2 3 16 4 T2 17 1.5x4 II 3x4 = 5 6 / �3 3x T / �Y� \, 7 i i vy J1 i i I ii Di\{{ v:C+l t: �:f�<�'�:?}'yFi(vi:�:'•'�v':::- i.Lvv?i:::'::::•:ti::ri.:i iv.. . .: n•.�:::w4:• J:�%:.i::: r::i .:b:::i+w•.:.. r?'F.:i[:v±.:.....: ry-:::>. :..'IMLFri•; ui:F:hi:+y: iwi::��.: M• . :.:4J:v�.' u:r:A...:.....vv.... R..u....n.:..:. F.:y: :.:Fn..a::4: A;.i,r.::•.in:4:;:!i,F 13 12 11 10 9 18 8 3x4 = 1.5x4 11 1.5x4 II 3x4 = 1.5x4 11 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 0.66 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-R Weight: 91 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. All bearings 22-9-6. (lb) - Max Horz 14=115(LC 9) Max Uplift All uplift 100 lb or less at except 13=-101(LC 12), 11=-259(LC 8). 9=-244(LC 8), 12=-276(LC 9), 8=-131(LC 13) Max Grav All reactions 250 lb or less at except 13=277(LC 1), 11=601(LC 22), 9=613(LC 22), 12=536(LC 21), 8=279(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-323/239, 6-7=-261/212, 7-8=-311/250 WEBS 4-11=-380/422, 5-9=-396/413, 3-12=-397/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 14-0-9, Interior(1) 14-0-9 to 19-9-12, Exterior(2) 19-9-12 to 22-7-10 zone;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL1.25 plate grip DOL=1.25 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 = I O.Opsf. 8) Bearing at joint(s) 14, 15, 13,8 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 101 lb uplift at joint 13, 259 lb uplift atjoint 11, 244 lb uplift atjoint 9, 276 lb uplift atjoint 12 and 131 lb uplift atjoint 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at 11, 9, 12. LOAD CASE(S) Standard israr.rlerse�snr�4,+rck�tle'!-1f35rTID51�,^Sttlri"y EHt1s[r t416N84i 15 [Efle4iEI?Q')SD,%OAiS6Y 'teia, htdrhsu rccafsrseinrsfasatic inssC:ilpE+c tyisCP e{tlewi.T.hexq,riU!nnnfkaEerere nr. G>"snrmcm nzdrste s[O,ttlr Wtsiaun]n •rs sseHndtaGslESuNn63. brT?n:eUp&,ieeni.'•l et*ewa ei-eft1daN conk,.(.fill. ilesupX"ss. Wiq sei ess,ss7:3i i; ziturtBlt mYnrxu.tstt te!.+ra essBEnrxiiefau;aec vfsm3uud .dnaa° )rs mcur,aan: Arut, ¢;utastuJs Anthony T.'Tombo I11, RE, ' w I n bn alarats SntLTcgpt,daust awrn nrtd�:nsei, nsrp;i ��nse>e tcrsearntesrx 80083 tern`.air=ea,�co:lkeusectbm;sawmtl.g3ae�rn:v,srdµkues!>mtatausprrS'.'ttteani(SCgiLst;dErtNaSSt;Amseh�ucFhrp:rdpitun.pt'drerstansrer.a�arouttr'sst�rtass2u.�,trssAr€ntrswat-nnu ,anu.�less 44515t.Lucie Blvd. ass,mated§tstrczas�eeasser�.,�srtree+mesxrrna€trtnsfrupti�xi:ra.srprwr:rsmx.m6 sssvre!i�senstastmlur t;rcpra;zdx:c:mszt>`,ntnsru UpYri4atQ2016A-tiooltresses-Ans4eayt.lemaoIII,P,E ieproductond1hisdomatos,inCOYI'a,isprobi5itedQbaelthewdreepernisshnSomA-1Redimssts-Anihecy1.innbolil,P.F. Fort Pierce, FL 3=946 Job Truss Truss Type Qty Ply A0225365 XCAS6519C PB07 VALLEY 1 1 Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, design(Nal truss.com Kun: u.uzu s Aug 01 zulo rnni: ts.u/us Aug a i zu io Mi i ex innustnes, inc. rn mar a i ut ss:vi zu i i raye r ID:PU4Mzyg2_t GVhnMdh2ZPyH?LO-G5MP7gSsnTDh_Ccy02MZz9cgN?mrhepiG1vkJvzVTjo 2-5-12 21-9-12 22 2-5-12 19-4-0 -11-1 7.00 V2 4x4 = 3x4 = 4x4 = 16 15 14 13 12 11 10 9 3x4 = z4-12 21-9-12 22-9-8 a2-5-1a lsao olT21 0-3-8 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 0.41 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight: 93 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-9-6. (lb) - Max Horz 17= 66(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 16, 9 except 13=-228(LC 9), 11=-236(LC 9), 14=-209(LC 8), 15=-123(LC 9), 10=-158(LC 8) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 9 except 13=495(LC 1), 11=493(LC 19), 14=432(LC 20), 10=327(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-383/414, 6-11=-389/454, 3-14=-340/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=24ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 12-0-9, Interior(1) 12-0-9 to 21-9-12, Exterior(2) 21-9-12 to 22-7-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. 9) Bearing at joint(s) 17, 18, 16, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9 except (jt=lb) 13=228, 11=236, 14=209, 15=123, 10=158. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13, 11, 14, 15, 10. LOAD CASE(S) Standard t YEaru;ir�ednxewmultr�venta;n;pmtatCttatheftss6dnr+n;kla,ni�tvlmuctloat;,afnnmt. EEra;�rrau�xh< ;tee-�s,s>rr�: Anthony T.Tomboll-I P.E. mdnr Oil', 1-109 z 6t,r' urt iftyB a;Fuses!stSeBseu,6tCwlsoe5udtyiladslrts;Pn,�a,G[urlA.0Kai 3 80083 neU.dla"l+v;a?trbifi E.lnrslpnsdndrt:PrN 7ae11 ,tdPa hestat'siir)4�Gs;,fieyya9d*3aeedira++gskcGls 6eas�t.i:Lird4451itLucieBlvd, Fort Pierce, FL 34946 CopyrigtttZi818A-1Raatlrsses-AnEPeey/.lomEolC,P.Ebprodut6aoiSSisda(mall,inanyroto,ispmhibitedQhultierrit!eopermississfromkileoiinsses-AalEeeyl.Tac5oi101 Job Truss Truss Type Qty Ply XCAS6519C PB08 Valley 1 1 A0225366 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:48 2017 Page 1 I D: PU4 MzygZ_tyuGVhn Mdh2ZPyH? LO-k Hwn KOTUYmLYeM B9yluoW N9rhP3xQ3G rVhe H rLzVTjn Ors 12 22-9-6 0-5 2 22-3-10 3x8 MT20HS= 1.5x4 II 1 15 2 I� 13 12 16 11 10 3x6 = 1.50 11 3x4 '- 1.5x4 11 9 1.5x4 11 3x4 = 17 1.5x4 II 8 1.5x4 li 3x3 II 18 7 1.5x4 = LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) n/a - n/a 999 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-R Weight: 79 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 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 uide. REACTIONS. All bearings 22-9-6. (lb) - Max Horz 13= -99(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 9=-211(LC 8), 8=-263(LC 8), 11=-266(LC 9), 12=-114(LC 8), 7=-117(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 9=452(LC 1), 8=551(LC 1), 11=545(LC 1), 12=330(LC 23).7=331(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-351/336, 5-8=430/417, 2-11 =-424/41 8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0A8; MWFRS (envelope) and C-C Exterior(2) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 22-7-10 zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) 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) Bearing at joint(s) 13, 14. 12, 7 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 211 lb uplift at joint 9, 263 lb uplift at joint 8, 266 lb uplift at joint 11. 114 lb uplift at joint 12 and 117 lb uplift at joint 7. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 8, 11. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard IIuayFlmeht>r`,.1T mits6i'td tJa Tt>BSUCiFl1TyF3*Jrt1tWt(P Ii >StE71F4(i1!njt260Ai?C6#iM1"km, rti le�ptnw^ex�saircdwtnaR9innH99i9En+criitE,d�StSdsenl.h�s¢tEb'.ctw Atdtdenes9. was r;nxin dcci n3:'t0,atr Ifthi UWXII.fr. Of t9w4f. fit 104 N nii t;tlbrit:i�t9�4lUth t,T(t[YItJ;�iytd'}#919L tt[.7TIiQrtYfiiS:tlT.SpSP'�4'lll iFtti:Cttt!1�491t415Ht3R3ItCt 1p6tt4ktitt�t 4ii�19TIR1[gLtt�g4t ErORI[Rlft M4. e41GJt9i9ts+6$t11>o'r1 K^E`tt}Ss7E4u7r Anthony T. Totilbo tIT P.E. ' r9auddbrnnM9srp18aiumr{n:#i'inaQ9txv,Cne(rtGw'vdryWnSeit_Cnt7Gliyta,utltlasstd�k:[;Ca6Cta2eludla;LyetteriniLfugrmdddtl JalutSttl td31':n9L�titutSs3:tt.Coat9,3!4r2usdtmeptk981GWt9gaesti'3rd 1da;bM%S # 80Q$3 #9Ed#i9r_eu*.tan!(�ebtcYenuts sflt#st:er7WGrrnSus¢lgxiki9e9 at(uteNmlbe�irdSd:S Id,?i' 4inttl Sttrmru`�aidhtrrnl�.itnn, tt4! fas, 3tNsp Uds nqu;Y° <:u!}FntfEtEnssinipv.ttm Et�-etat?nss ueains . tuai:9b4ei¢jt( atzpettg9nbn34rErd;rmssiN.iL1tltnsrtdCt&¢mxuY5.#ttutLiEt99s,er+alpimhomday detixr,;;�itxstdx»:maied4lR 44,1St. Lucie Blvd, • Fort Pierce, FL 34946 Ceprrig5t2t 2016A-I RoatLastts-Rni&aapl.lomEa III, P.E, iep9odadion 0115ir dammam.iaany fe9n>is pra43BeE.A6oanhe wrirenpermissisabnm A-3taattrerses-Aat6¢eyl.tarla lll: P.E Job Truss Truss Type Qty Ply A0225367 XCAS6519C PB10 Piggyback 1 1 Job Reference (optional) Roof Trusses, Fort Pierce, FL 3494b, aes!gnLanruss.com rcun: o.UZU s Huy O , cu , o runt. o.t au a Huy a , U , U .— , ,, ,.:a, : r , �y I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-CTUAYMU6J4TODVmLVTPl3aixxpO99V6JLOrNnzVTjm 1-10-7 7-10-3 13-9-15 1-10-7 5-11-12 5-11-12 7.00 12 4x4 = 1.5x4 11 3x3 11 3 -- 10 4 5 _..............................._.... _.__......... . ................... — ..._.._...... --........ —....... .......... _—.... --.................. ........ __..__ .......................................................... _.—_.... _............. .y 1 - " W ! I a —_.._—.__._._...._.. — 7 81 9 6 11 8 12 7 13 6 3x4 = 1.5x4 ; 1.5x4 II 1.5x4 1-10-7 7-10-3 13-6-7 1q-9-15 1_10-7 5-11-12 5-8-4 0-3 8 Plate Offsets (X Y)— [3'0-240-2-4] [6'0-2-0 0-1-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight: 42 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 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. All bearings 13-9-15. (lb) - Max Horz 1= 58(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-102(LC 9), 2=-212(LC 20), 8=-117(LC 9), 7=-290(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 2 except 9=324(LC 25), 8=458(LC 20), 7=606(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-9=-324/203 WEBS 3-8=-208/392, 4-7=475/655 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-3-8 to 5-2-1, Exterior(2) 5-2-1 to 13-8-3 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at --lb) 9=102, 2=212, 8=117, 7=290. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8, 7. 12) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard " � q.fletsv�r«;S7«*in&a4lf7lUtRs:>(StiSU'}ftiiAlt'tt456WMTt7>Stfl7Aq{'W!irj}3M)M1:i:6st:%1`hfa. terf!Iciga pnr..E;E!t�t,eslrlEsalts;nts F:si}E;�sk}fIG`6;W&e 3tlScn,1.!eaie 47,ti.htr.Eeu SlrgFrhn nE. l�tu �srse c�efw3z it-0,rt(! Ujlei eearJx}S;:Es sla EtafEf!p tt100 a!!«5t I5t1'e:tie:i}!e}ietC{`!1ySlQ[Sfl('3ji«ll�Qe:eKEe PoJ7CPttNIlYC:C�€Uptit'6GRl Flfti:126IeC�fel�h}.tf(MY:N'ffe he4ttiPe(6et&{iitln3ltli:ttf3htr DR((•JfeEE!F!f.eit(t4,}i9t'a4n}+�+`.!itet}R.(:rty tJleS'FM Anthony T. Tonsbo 11r, P.E. rAreeaMh fnnL•ru,•D!!u}0ttres}«ril ar-«'ta9,t«E,teCaseftcrx+au't}M«CE 6s.Cs}7airrn,iarx �erts'.lt:lt,ke6.ata.radla:6e}Ethr0111.lu'pods+IStl,6atsE}ieU a dka lnsf,:nat}mat s2rc}gs!mrJnrsih«. {tkGlshee:sgee.iS'3}s "80083 ' kvGi'FnrDesyap ssf&ebaar.l9s>assmwtatvlOOatfalEn'1.es¢£lnf:°aesS6cleitu}ftaya¢.'S^r>.'!'I ,s�ui6iµttifr!St}U!«6Sl:F nt rrfitetelf«}nncElryfns,ii;VAl'Nl')te,:'dtEufA, ll Ott Ill z'070,fail D;tv bluouf`4451 St. Lucie Blvd, ektnrse tvEt7ji(tz~aasJEd�Estxrfb}!!eC}&",itsseei!tf. tlei:nz6Esipfap«z;fsd018t twiufuil}ac,«ras!}fstegFE;iers alaJleEsia}, A;1a!ikaefhasmssh:aefa!tN. Fort Piece, FL 34946 tiapyriiih!2016A-I&aofTrusses•Amhaayl.lamboill,P.Ei^pmda4iaaaffhisdammeat}aanyfasm,isprohibited.0haelihendeeapermissiaalmmA-Itaalinues-Amheayl.TreatIII:FE Job Truss Truss Type Oty ply XCAS6519C VM02 Valley 4 1 A0225368 Job Reference (optics DO, ,Liam , u, t _ , Fu r uu u' isuss.wm nun: 8.020 s Aug st Zuib Pfim: 6.UZU s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:49 2017 Page 1 I D:P U4MzygZ_tyuGVhnMd h2ZPyH? LO-CTUAYM U6J4TOD Vm LVTP 13ai5Ap U D9Y?J LOrN nzVTjm 2-0-0 2-0-0 v a 0 7nnR-9 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 Matrix-P Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 1 = 66/1-11-9 (min. 0-1-8) 2 = 51/1-11-9 (min. 0-1-8) 3 = 15/1-11-9 (min. 0-1-8) Max Harz 1 = 50(LC 12) Max Uplift 1 = -14(LC 12) 2 = -50(LC 12) Max Grav 1 = 66(LC 1) 2 = 51(LC 1) 3 = 29(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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 Eaxsg.flase:st�Jr rerirt t4!'4i r77rROSS:'>^SEI(R"yf(f9Rr:[�1ttOC1;k�FStF71C�1(Ei!0'il;�7p'.iJE.Ufgt'bsa, iaiikc{etarodesatrreltnw_eiLY!;nn[rs�yvEmrtrQCE;dEr 3t�srtltaogr:.lh!as Si!rtlda;e n!. @'s;sksirsr sl�rnwe;tgnf! W:'ek!arAup':n siz itn!ibG!ItiSi!nti !.tiats4stp te;ue!st.a.Stectiry ¢eryte sa�tr ur76Prnr<ua•;astr t�petexy;.tul!qunA:rngast3iLyf.ro'tiFvtn saliriassu}tacrmlie7i9Ni;Mfg lild."-""P ssrnr5atlrzsg rYvk!s,Wadf:; Anthony. Tombo Ili, P.E. d.rtastn,asru�n,a��.ecxe.utsasaadtrauerv�!re,frrxrn,asu,�txetn dies!3lsd7tlt!rgnldtletdafg5d/rari3inst+ii3Y'kS.xhFanceYas§si¢€hetxrwaa!i� Y ' 3t t+ iEe4p!!ae[sWt[ar.:g>xet!hW®4tr.7aerv(ratas�rals3us9hsAari's7G C5'+_'}b'xaSa:,SCY pAItixJtrtHMR:l aerdsa<3h; N,�Im�.Fl; dcaes3nr;Drr:st:assnl3fi!>'E!L ssC!igsrIrnkc'a taEaru etsna Pa iaGns,aless 80083 Lude 445t5t Wde mluaLikvdnt(tGrt xr n r s>'r+ F+- r h�(�rNdaitr(saf.aatrc�dx:rmat!�!(pnFt Blvd. � ap qa .�egtlm, a5esirpeiiestns3 te' «ista ask [n :!; !:',RTn35354Aa Fort Pierce, FL 34945 [apyrigll �' i016A-1 Raotitesus •An14e_ryL Tam3otll, pi ruproduniaa andis domment, in any farm, is pro6 R d+hhaanhe mitten permissian homA-i Pentlrasses-AmEcepl.TveSo ltl: p.E Job Truss Truss Type Oty Ply A0225376 XCAS6519C VM3 Valley 1 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 MTek Industries, Inc. Fri Mar 31 09:13:50 2017 Page 1 I D:PU4 MzygZ_tyu GVh nMdh2ZPyH? LO-gg2Yl i U k4Ob FrfLX3AwGboE FADgtu? F8y?BOwEzVTjI 3-0-0 3-0-0 a 0 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 FBC2014frP12007 2x4 -i 1.5x4 11 CSI. DEFL. in (loc) I/deft L/d TC 0.19 Vert(LL) n/a - n/a 999 BC 0.06 Vert(TL) n/a - n/a 999 WB 0.00 Horz(TL) 0.00 n/a n/a Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins, 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 = 10412-11-9 (min.0-1-8) 3 = 10412-11-9 (min.0-1-8) Max Horz 1 = 75(LC 12) Max Uplift 1 = -19(LC 12) 3 = -63(LC 12) Max Grav 1 = 104(LC 1) 3 = 104(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% t6a�;•nasen:NU#Nt�at Ra nossa fau!rkrunuTea4saroi,raurnl€anro�::u7a:asurrmR, tanNt�ertta�t:,�:aararta::an„�enpt�=et�ars;muur�;t.ngoartu:raensNaNc:etft. r�ettr�t.st exta.serw,«tt �TeStaurJar ss ss;kn'dhNe Rt4ktesi lstL+a.t;tis&ghen .e.,SixccSry aetr•,.e sra et rplFPrreasaes tsxu¢t.t bazehs ntl erysstemiR:pettifa7ta 6tNilpifWsh•�aLm iT2edmNeliDa¢,rtalnJ, iceta tsm :x:, tst rasrmu>at�ry ,y,thony T.Tombolle, P.E. xd.sea'Entnntac.�tyuten:psvir+i!dtladwe�Csevtva5a dryutafuta:Ly7es�pt;,Uhr<3cesrfiL dC,ltl�wdalxdlzd:g zLtlnlLlbgFarUdutl>paS ery 3tll:.edlt�nsix'siai�TP+ki��95i.trCv�nattrzq sldie6tenwsd1;71;t �80Q83 ' 3e taquap—lemiic 1-3-1 Won bb MWfn, rrazas ei p1M, ff. l U—ISdeeh u7t16(ntu vsginas Rj 0,foll—oolf.1-fIK!Anon to lq:Em.1imiVfilTM, Mip'."Trou PSR Let— cof7.n YAd.ftoi'6i 4451 St. Lucie Blvd. sla.takatiijerewzagedt�ebrrae71re4reRnmhH.leLess 7asipterarsis A�litt+atrsr:�sigr,ar:essStskAitpaerdmicwr. harder7scsent:thNaIFEI Fort Pierce, FL 34946 ropysig4lC't916A-I toolTtesus-AmkceyLiomEoIII,Pi raprodattionofthisdocomem,inany [orm,isprohillitedwa600ithe oatenpamissiondeemA-1Whims •Aotbneyl.Tomboul,p.L Job Truss Truss Type Qty Ply XCAS6519C VM3A Valley 2 1 A0225377 Jab Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:50 2017 Page 1 ID:PU4Mzyg2_t GVhnMdh2ZPyH?LO-gg2YliUk4ObFrfIX3AwGbofFeDg4u?F8y?8OwEzVrl 2-9-1 2-9-1 Y a 0 2x4 i 1.5x4 II 2-5-9 2-5-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 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/TPI2007 Matrix-P Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-9-1 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 uide. REACTIONS. (lb/size) 1 = 93/2-8-10 (min. 0-1-8) 3 = 93/2-8-10 (min. 0-1-8) Max Horz 1 = 73(LC 12) Max Uplift 1 = -21(LC 12) 3 = -63(LC 12) Max Grav 1 = 93(LC 1) 3 = 93(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. €mq-8W1UM'tnias 6.1.1 IuTRW 911!n Rra1€1W4VUl .,ISEISICE{'t7€ajF:sT9EJ'EU:ffiI'tpip,in3!/!S{FFi:DaEEf[4!i[flkd;t�eFt TateG!t1;a:st�p ICPd@t:sC:t+,1.Ikt�o�,1tU!nratl i€en€tieaau. Cytssa�+rat s9sda3a iGD,n1J l+ibE;exu1„ltxs d{:laandra[wID€Nnnai �aT'ass h:¢sit€ienr;xe,!lecdry krM�Se sa{ra w7lCOn;nse{f aaruur ednsx�svud ¢pmm€nsiasi fatuit;ipaf5asv;<xLxsigdelmGailOr=h,eKn Try 1. '.iresupessfsp5eala aei teksx]di33; Anthony T. Tombo IFi, P.E. ' *1.96ss lnssfdu.bF1fytt=art srica:{dr0asn,�C.sefs Mimintgssfertiei tar€esyw,4rxte{ssl{tyi[�'a„a PHxsi c•lmdl lui a'�mi;f4L TagpertldLLxiMadaryrrztlaad4t it,L>Esiia€S Ii,�mrt€s,�?bF9aelhrCq lkaCt ex+sve94d7Cd 3x tc tiry;:x uleae,7aftl9mss,eQeWP,7ai6trntuse!€a#:'an:!httedg6atzr�.f?ryf'assC�.w¢64dethwdt7€NnISE;tmreh�utadbr ed mlar:t 15; lsxnes#e ngsci' :tsa:llFies s'.Ea i�ss ieG�rty feint#: a&S etu!?nssL'�7aC?:x,nlsss : 4452 St Lucie Blvd, alnkisa9t:axle(nSo.Fejxln6nlldre�n;flsdri €hL•as0esip674xxu&2.fitfiiot hstps,alnss;ImrsFisuendm, €a€ta}. is ¢ida9dtrma:i.+.zsinlfla. al (aPr<6 f hl02016 A-1 AooiLasses-AnNaeyl.lomhoIII, P.E Eepsoduttion oidbis dowwa is any ram, is probiR d4heaf she writ3en pesmissiao 110MA-1 toolUusset-Aa@csyl,lerSn llUZ Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0225369 XCAS6519C VM04 Valley 4 1 o tional Job Reference Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:51 2017 Page 1 I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-8scwy2VMrhj6TpwjduRVB?nMMc91 dSVHBftxSgzVTjk 4-0-0 4-0-0 3 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I 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 0.13 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/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 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 149/3-11-9 (min.0-1-8) 3 = 149/3-11-9 (min. 0-1-8) Max Horz 1 = 113(LC 12) Max Uplift 1 = -31(LC 12) 3 = -97(LC 12) Max Grav 1 = 149(LC 1) 3 = 149(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. ...... ... .. Ka:r •ryerse• aehxda'trlC-irllR3i�5911.P3flL':ta.'tFDIiGA1f(?S1J1 rn'iKSIiDS:W"Egpl'fit¢. ivhk' r,�r!eswdMui�sxltis;nnE;ua rrsv ilD'ridat:Nnl.lui»I$.lii!!rtrt Rntlehrc est f"a:sts �!,x;st s>~td u;t?E6,atl lbelnmtArp'.:s sN?NedlatnlCaittfd.l:aF�r:tda:q+Fq+n#y`:a,$aGeCFp^aet.hsstmiCpnpt,se';aa•arsradasyskaxxds,++Bert:p;rgsast+'tpsa6teirytdfiesurNir3tgddmSr r:Only.talryT.:Nhu}xmt*-rsz�,hniq:rin,sslrSrtr, Anthony T. Totnibo Ill, P.E. zerolams:r#e,t�ta�rr�teraNau,ce.ursau�5mnmtrarra,nr,erx,anadtr,owe,eddxa;tctsrli{tiegpr,ddWliB¢lnr5dlrad3tUr,« #itapcq;a�a,seNa„y.! #80083 44515tLucie Blvd. Fort Pierce, FL 34946 ' era,er:r�crsdl�naysr�rsdrdmnrronerxr s�pr¢udmau�u¢p sd �«amrsnar aermalssuarrruam�ad�lna.rnll�ne:denoe# a,dteretrassea ,rraacaNru#atsm dcTee,�aee t3uNak¢et6(r!�^aleJetl rysr6nlr eFpnesirsL•rL;feT:asredpafs#is rtllAr t4diu[EssP:ax,#rrrssllxtt¢fghrod¢rkstt#r, l; urt+aelY:c:mrleadglP(•I. ropyriRRlQ2RlbA-lfoolImsts-Aelhaoyl.lomboIII, P.L bFrodudien011hisdosomenr.iscoy fare, is probibired.i0aalthe wri¢tapttmissiaafiomA-1Roof Trusses •Aalhasyl.1=10111,P.L Job Truss Truss Type Oty Ply XCAS6519C VM06 Valley 4 1 A0225370 Job Reference o tional nuui r rUb—, run nerve, ra_ r 946, uesign@a iwss.corn Run; 8.020 s Aug 31 2u15 F'nnt: 8.02U s Aug 31 2015 MiTek Industries, Inc. Fri Mar 31 09:13:51 2017 Page 1 6-0-0 I D: PU4MzygZ_tyuGVhn Mdh2ZPyH?LO-8scwy2V Mrhj6Tpwjdri RV8?nJ NcSTdSVHBftxSgzVTjk r 6-0-0 1.5x4 II 2x4 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 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/TPI2007 Matrix-P Weight: 23 lb FT = O%a 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 uide. REACTIONS. (lb/size) 1 = 239/5-11-9 (min. 0-1-8) 3 = 239/5-11-9 (min. 0-1-8) Max Horz 1 = 180(LC 12) Max Uplift 1 = -49(LC 12) 3 = -154(LC 12) Max Grav 1 = 239(LC 1) 3 = 239(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/299 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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 except Gt=lb) 3=154. LOAD CASE(S) Standard eaSt;•fltiSl fG'`!.I}Itrki 11112AHIM, rillf!!rly ETIA.,! . 1CDM tell ftijtli'!CY'n-11t[{I5133.W1iftSSNIP tiNjllD[;{L�QS46ml,i,.f.50EL11. rllCla'J)1!llkrRl Rt CbfUr}.IY11 t4St(W µt itD,tal( 1li:`ll:Im'.talH.f:slC tan'dMI'ul[¢4Nrifii Ratlnri,rcptgmoy e;retlat }iserzp:l ttdga/iCDttpart;usaaae(israaPsTdn:pd�,itettiry:t�az;•du4ln futednalrx sa;aLnse� dtaEtiJDNr,txlrilpN.nttar5,�t,b x(szG'ass, s7.tt4ii3; Anthony T. Tombo 111, P.E. aJaedNafln.aFirn4ajn+..eraf:tsiiie.%lsz2eed;etdaufceatvttytstastla4i iarDeti,�vt,ohetx'ziluib ll,itl�ced htdl&ry;tr!aJIIN. T3atlrtFidplS{j,Da�eat StYstdhftm,3s5Ca(.'Bakst{�OabFna3lras8{ElaGstntva.nf:a 380083 ' xY$larat`lfiut 60mril.iIdCarvtsC%;Hj7pattOnE9agl!dimD3atliifnxr!trAsN1Tf55 Frkdnssrd W,a0111 Kunttlpii(SPp#fis3Nt}1Ru3riAf:CRllm, ltdR!rm6GfP4fMman:tifamV—.ifngl1 fsN.'tas4tngiu�.disecdd{iesdtyhtss:4s;.tt,(tast4tcsrtyxwattriats: aans,atess 4451 St. 1 ude Blvd, CopytigM � iDl dA-I Roatlresses-Anthanyl.lam6o lll,P.E iepmduuion of [his daeement, in any rarm, is pteMbited.;rham The nrA@in permis4an lrnmA-1lodlresses--Aathenpl.lorh U1,PFort Pierce, F1 34945 Job Truss Truss Type Qty Ply A0225378 XCAS6519C VM6A Valley 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Fri Mar 31 09:13:62 2017 Page 1 I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-d291AOW?c?rz4zVwBbykgDJOGOSYMvkRQJdV_6zvrh 5-7-5 5-7-5 iq s d 1.5x4 II 3 2x4 ; 1.5x4 ':! LOADING (psf) SPACING- 2-0-0 t CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 I Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 21 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, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 222/5-6-15 (min. 0-1-8) 3 = 22215-6-15 (min. 0-1-8) Max Horz 1 = 172(LC 12) Max Uplift 1 = -48(LC 12) 3 =-149(LC 12) Max Grav 1 = 222(LC 1) 3 = 222(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-319/287 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 joints) 1 except (jt=lb) 3=149. LOAD CASE(S) Standard n •P,ne f: be�trAare,rncs,ts!u r�rrac ce�sarorm}tsrnr {€rma ca3u cet�n7 ma Tahan ar w naaraa+ loegr.6a> 11r 0!restRrUldntae lim aet�ta a aWl W'ei nsJnrt:[s ssi:tan.d4�6r ltfbanbat tC ndeA, Etp4w{.n,'4a.ruibs sss ttor(iGArtprudfaanp:xtdbt atbs:btdasnMy:e:�xs'.,k'pfa&ttlpd6esh�aLns i2netalltrfltdyale lnl.rnitspanwzp;gc lntspacdxts,sshliit Anthony T. Tombo Ill, P.E. blase st®tssrmtttmb3dapnmra:paslc',rdi4C�w.ti!A.sds sc hdrywa5ek dsp es�u:iaKxcr a:tdt4:4r, t13;tddeteaslelvpaL�xdlEla. ingrrndd9+l MerySdi,add':n:+,uaWl [ss�dur3AihEtissl ileGi e>,rssa.h;7rd � 80083 i1 rF:tlirit ,Sr AttC:it(H. i�lkti 5961LGt r}}4ibtrtiiitiift ti!aetdWtav tl2r �$d2'YI3+fiLG9ltrt$�jjd:tf'L�t{jrnnt$t:lOtlti�l[S`3t rn rY.!'d,'AtG2 itdCtS tnStfiSik44i Gd t}5!SdGtRn61t .JGa:s [arn hrsza at mYsJr,1na.edess 44515t Lucie Blvd. t34taitr h.`Gtt$ji(tL`S7f�SNtSjfFbliSbjetdr6i15nhFL TeS r:!Sf'Jifl}lr[�'kn:IS i�.tr$Y4r�I5x,w rass$fztaart,�srxdclleFtup, :i¢piirettac:matdtrtprFN. Fort Pierce, FL 34946 Co ll0n716A4laotitessts-Ant6aa 1.lamboill,P.E, ie mdaUionatibisdammem,inao ram, sabi6ittd.ebsmtthewritreo ermissianhemA-lYedIrsues-Anlben 1.WNIII,PL P7dl Y P Y• P P Y Job Truss Truss Type Qty Ply XCAS6519C VM07 Valley 1 1 A0225371 o tional Job Reference r+i muui r rubbeb, run rreroe, rr. J9UgD, aebrgnLa ruuss.com Run: rs.uzu s Aug si zuib rnnt: 8.u2u s Aug 31 2016 M! l ek Industries, Inc. Fri Mar 31 09:13:52 2017 Page 1 ID:PU4Mzyg2 tyuGVhnMdh2ZPyH?LO-d291AOW?c?rz4zVwBbykgDJYyOTwMt4RQJdV_6zVTjj 6-10-8 6-10-8 d 0 1.5x4 II 3 2x4 8 5 9 4 1.5x4 ! 1.5x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP I TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 28 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 1 = 93/6-10-1 (min. 0-1-8) 4 = 11516-10-1 (min. 0-1-8) 5 = 349/6-10-1 (min. 0-1-8) Max Horz 1 = 224(LC 12) Max Uplift 4 = -81(LC 12) 5 = -245(LC 12) Max Grav 1 = 252(LC 21) 4 = 264(LC 23) 5 = 394(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-332/264, 2-6=-321/292 WEBS 2-5=-509/448 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-6-8 to 3-10-2, Interior(1) 3-10-2 to 6-8-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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 (jt=lb) 5=245. 7) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ien-,�r.we,nb�;�rreir.w•ei rr,:n�s , fsrr!rl,ruau;rc'�:emcr;�srnre�fsr!mc;n+�ti.aruarnr�. Gr:�trz�rn�r;n:o�rneessnnr6:mre::�c,:,ryi¢c,r�mr:m,xt.Ga�,¢rtGt�rn,urnr�nnr. e.,n�rrrn u�dr+�, iw,nir v rr:e«�arssrsr r<nwr�armatnr�i:sarns�tsk,GFrero;..,sremnr,yarG�ma:rr.nerJtt'onmsr sna:;yarc�aego-ur.nanson�ip„pnstrrisnrurr, aces frvnst��aae,t36nS.,:�xinSi.aGe,; n +sr.a rmcsEs,sr�ln; AnthonyT.TomboI1i,P.E. ramaWsGasGn.lsr�u rr{x.aae.:n,�c. tsar crrnuset�tar,u6rsxrd3dtr 5�dnsGelryalesdII4l.rngFndtUslafst9lredLeir xua9&95agia9rdke�Lrhrxrn�c:dzyx 80083 4e lfiriEas-I,,,AW(sWaSr 3m;snwAMl7WfBarr.rus�sakimes4M[nILGsyarS.fWe'ri3r-Sse�IS(plltcs�{ky'.pn3SW mr�aras.�[nsra.Nyafax i9-!L*aesLn;rssr3ta:niftissRFsT�ss xssc rnn PecnGsrart?nnWsAetlau,catsss 44515t. Lucie Blvd. :Yraln G.krealsGSe7eyedern@mJ�herloaasstnpri lernsr9rsipG�nxE6�.4r twi�el Kstpg.r.[ssStsno �rydsa7luGcy, S:rg�ati;ecsmnlh:Snliu. topyrijouQ201AA-IRaallresses-AebaayLlwboIII, P.E iqW.nioaorthisdommeayinany rum isprobibited+A 306awrireapereissto dromA-ltcorTnsses-Aaf6aeyLlamballl,P.E Fort Pierce, FL 34940 Job Truss Truss Type Qty Ply XCAS6519C VM08 Valley 2 1 A0225372 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:53 2017 Page 1 I D: P U4 MzygZ_VuGVhnMdh2ZPyH?LO-5Fjg N kXd N Jzq i736kJTzDQshlQoQ5J_aezM2wyzVTji 8-M 8-0-0 1.5x4 II 3 2x4 G 7 5 8 4 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a n/a 999. BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 33 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 = 11217-11-9 (min. 0-1-8) 4 = 1347-11-9 (min.0-1-8) 5 = 41217-11-9 (min.0-1-8) Max Horz 1 = 265(LC 12) Max Uplift 4 = -94(LC 12) 5 = -289(LC 12) Max Grav 1 = 262(LC 21) 4 = 275(LC 23) 5 = 429(LC 22) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-378/306, 2-6=-364/340 WEBS 2-5=-595/504 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-6-8 to 4-0-0,Interior(1) 4-0-0 to 7-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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 Ot=lb) 5=289. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 6 IltaF�[t!ktEt'#Ir?z1rQSS:T(f€I!!1'Ctb7t€i1L471t➢b~I;R151€;IC+! G7! #:157k'f"F]fiYl'Mo. rn IK ta:'nfel«tltdna RS;n[si9(IC'ValliltllaEl,it�OEI,rE12(GFRtIEtdEdNt aR PY45f t�fiUl A..tlaEt Z-0,EA i:'eruatirykfssh°ka�db EttvSdk Ecs3. i.Eran.t:iptt{antta,Sre reSiaM At rzYa EytG4fEMntsra�:y!a�edsf at'n:i[dEt;ntnur�rraf:eclru tuadgdfinmytthaslqcM:hET272.¢.�nrill.Tatrr�au3psxs, Ix::tr 2st:asrtur.�; Anthony T. Tombo lti, P.E. 1*�tStdPh raff!•J a( q^�t4r[Ei1dLih k�Lre!%ittl.�E�iTt�fa]01LliltdaEt rY.t.1r tS riC,U!#lfE't11k144ir1,l�aI EE V:dt%LE{1Er-�sEBFL ntypndd6Eil:dtlitry 52Ur,EdEE itEfs,xfnJk�6s!•sn'y; a�LC'fuazidhaej fic4lthetsy¢ttl fft! -80083 ' �Er aycaa�nralfm eE taazEfsdw®afroetn{fatrma�wt�r�aTra�t sdacma9a;{ll k3tltlialRU atdalk{xdrftat i4!lraef32n�r+z xfellnndEErmprn,rmfPsG{vw aainr kaa dne,auf 44515t Lude Blvd. tsorttltElyEtgNl�fExR:otl[+eerena;<nh[iTett�s.ts;pfE;xe,;;€�i:ttkuugeesigm,aLfflntEn&pen;dm6eiEu{.24¢ri�dxcftnaic`sN'aUN. Fort Pierce, FL 34946 Copyrig4slBiA14A-IptatTfefzes-Aorhuyl.lcm6aIII,P,E i±pradaUinad1hisdommeat.isanyfait, isprrrbUtdQboat[he wexeopefmistiocfrom A-1looffrusts-Aolbecyl.loch111!1`1 Job Truss Truss Type Qty Ply XCAS6519C VM10 Valley 2 1 LbA0225373 Reference (optional) A r - r russeo, run nerce, FL M46, uestgn@atiruss.eom Run: 8.020 s Aug st 2016 Print: 3.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:54 2017 Page 1 I D: P U4MzygZ_tyuG Vh nMd h2ZPyH? LO-ZRH 3b3XF8 c5hKHe I I O_Cme Ppug9 Pq msktd6c3?zVTjh 10-0-0 10-0-0 2x4' 5 6 4 1.5x4 l i 1.5x4 !I 9-8-1 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight: 42 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 = 154/9-11-9 (min. 0-1-8) 4 = 175/9-11-9 (min. 0-1-8) 5 = 50919-11-9 (min. 0-1-8) Max Harz 1 = 312(LC 12) Max Uplift 4 = -111(LC 12) 5 = -321(LC 12) Max Grav 1 = 154(LC 1) 4 = 212(LC 2) 5 = 509(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/371 WEBS 2-5=-672/569 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-6-8 to 7-3-11. Exterior(2) 7-3-11 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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-M 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=lb) 4=111, 5=321. LOAD CASE(S) Standard 6u,sp•lims�r.�J;;t!e� 6e'A1 {_5i iIPSY'a�ELL9'gFJUst iltt: tt6d,;rG1S InIC#{SP.OiA.SIfgB:.sCNtip1'hra tsrh dsiprrazCstssrdnelsdnu SYs ims [zap rar.urilri; cilis:fim, T.'er.'rt@,ti.6kme AenEeAre ne �nsrtss�eue sfad w:a itG,rol! 4s':ekua.rJasrnsls^`Ttn.�ihabt lC 4NnGd bt(an:a:�tr{mol.t.,!{stroy'emeet>1Rs set eesxlTG6nmtsttnx!splsas sSks aak aadx+yeraer mrsar'.+:fa6elsstpd6asn;IsLna i�#daEt(i6eelr,rcM IPN.`.ukstpns*:ta,,lstrgmFt&s,sa)aliir /tfstlaOny T T. Ornbo 1pl, P.E. sdenttllslnudsnrG:llaleesn: sBiC!alisasr.6sCrNss 'udryealuder:;Lggxst r,WLusse'eilitkilt, tQ:ad�IvAli:dy,s�rt?IL1is9trsdaiWl stasl9ebstd#Fnsl�*sbll q.ssrt{e,a<.4(�n dlr s4a&1eG�arsattsAi;7pt .Tomb i 4a hf#is{Ge:y�avHfaassar, l9tuss9sfaWi:gaatbspuasrsteadx'ran>*(eta'hyGa}1,eS5d::t4txsaa{S(SAptla7zltT iRnl Sr.9nneGat'dSn6reelrilaa tn!#aesMny:ucSEss rsdlFm s'Et f,RuGesipsr:front§€¢"sae ast;u:slydeann,Ness-. c3nain Q;Sd' e(esMM ed tbn: !td a3nisalert ZsT:ns 6:' &' .F67t 3stat :ssi 44515t. Lucie Blvd, !! �y Fs "fir t ura �•' dr'Y�:.rorT55SFah9FtflIItndQJOaftii�,1^_tt(A53t1;{<E;titeA.�,PtdHUN. ttpyrigbto2s116A-1taa11rasms-Aelberyl.lemleIII,P.E fepmdaUanail6isdammeatinanylam:isproh4itti!QbaatlbewrittenpermissimhemA-ltaallrasses-Aa76enyl.lamhaBUZ Fort Pierce, FL 34945 Job Truss Truss Type Qty Ply A0225374 XCAS6519C VM11 Valley 1 1 Job Reference o tional All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:54 2017 Page 1 ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-ZRH3b3XF8c5hKHe110_CmePogg8Vgmqktd6c3?zVTh 10-8-0 12-0-0 10-" 1-4-0 vvz I I 3x4 6 7 5 1.5x4 11 3x6 i l t--..--.-....._................... _...... --Td —1 10-4-1 -- —� LOADING(psf) SPACING- 2-0-0 I CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.00 4 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.01 3-4 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 167110-7-9 (min. 0-1-8) 5 = 307110-7-9 (min. 0-1-8) 6 = 528110-7-9 (min. 0-1-8) Max Horz 1 = 371(LC 12) Max Uplift 5 = -206(LC 9) 6 = -327(LC 12) Max Grav 1 = 167(LC 1) 5 = 334(LC 2) 6 = 528(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-578/449, 2-3=-272/183, 3-5=-428/478 WEBS 2-6=-717/574 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-6-8 to 7-2-9, Exterior(2) 7-2-9 to 12-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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 at=lb) 5=206, 6=327. LOAD CASE(S) Standard ... Ca-�•Putttsur%Jrm'urfu'4d 1�i:11E5a'r'it'rtll�f<JOa!1t4S6(Otwtit7151)3rG3i'37!0'jlsl3��tYi%I'hra. rEitrlexccrsastxuc+�testuttsta �t;nnE:asl:rr.�QC.;tdEl Fsharl. Sas6a0.riUk�etaSDtdlduine. �tttfntxut th:edaSa itA,oeh 4i:'elr�dxlye ttl?)lnNlaGeRi>ngtCd.dtlr+nntipEtlbmi-y�eCrBi!�iuAda:tYnprTC-0regtu5fnsupmla6tx[i; rd aisenl+y:e;lar:d Fn&etUptd6as tltnt i:lkhlwGpDeth,asu lfla. tuk pls; �s:.buT prc.t.:it„v7d43; 'A ny T. To@bo IT:, P.E. adsu:ltvt tnsttrmS nwn:lecsaxa!fdt0uu,6tGutsK udrymn4aFxr 3tpr.,blxedmxds9(,3tP'wtSr4.d EttE.7;uemdiN 1. ingln,dddeiJaittl redit;nst,�iafir k�i4��d%*1� 4dsW t'tF`Y 3td 60083 ' Ali:`41j:ti1ySlitrQ�IQf,r79Tt:tdWO4�tr.5Q{ldrlkYa'ttQ{rq:4'�St50tMrq(..�rlLr'ldP(Ia'.f3iS39QI;�dGi1..{'lr�I6li::itlliL5Jt2'i(A�%Kd�diL't.In! liIItfllnirlLR:JE:SGlM11!.�"tr�t55�315.'�'ImetaRrnttr�rn.tl�:aa�n�nt 4451 St. Lucie Blvd. c'.etn3Mulryarttd'jtdtrta4etlalEr tGrmatsartt!N. ;teltss:luFEgicAY:1 kweulElst "Rriessl}ded!eflne, dMhuar, ume"=dlca:tne i&d All". Fort Pierce, FL 34946 Coprri9E1 �? i016A-I Rnalinsses-Aathanyl.lomholL', P.E, Lgedud;on aithis damaeat, in a4irkiv, is prahiVa d Qhaal lhemriraa pltmissiw UamA-1IM Trusses-Aathcafl.lemha lll, P.E. Job Truss Truss Type Qty ply XCAS651SIC VM13 GABLE 1 1 LbA0225375 Reference (optional) '001 '0"'16r , — . 946, unsryn�wa rtruss.curn Run: 8.020 s Aug 31 20i6 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:65 2017 Page 1 ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-1drRoPYtvwDYxQDVsjWRlrxxeERWZE9t6HrgbRzVrg 12-8-0 14-0-0 12-8-0 1 4-0 3x4 3x3 8 79 6 1.5x4 II 3x6 II 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.00 5 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(rL) 0.03 4-5 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S Weight: 61 lb FT = O% 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 vertirals. 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. All bearings 12-8-0. (lb) - Max Horz 1= 434(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 6=-224(LC 12), 7=-165(LC 12), 8=231(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1 except 6=370(LC 2). 7=514(LC 2). 8=352(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-647/511, 2-3=-448/323, 3-4=-281/196, 4-6=-460/496 WEBS 3-7=-522/369, 2-8=-393/340 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-6-8 to 6-11-12, Exterior(2) 6-11-12 to 14-0-0 zone;C-C for members and forces 8s MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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-M 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 224 lb uplift at joint 6, 165 lb uplift at joint 7 and 231 lb uplift at joint 8. LOAD CASE(S) Standard ... .. Ka�3•flens�m,T9; rerin6t MFFIl6iSi(3kU!i'}FJII1lifW5LtUYufi�4lnii�7(r9!tl'I3iRRCh•,F7El;c�1'hro, rer�trEre rarcse!rcsedtMtdt;npy iun C::ycrmu;ilCF;W�ffe�.tr;t.SmaO.rLlth:eu Sirelldae eu. Caut r5ueue usiatt i[4,tth lFlftiE>Q`.hf;+°.�41t'«tl}5?�rlf(tt lrFhDit{vLt;iT�SS+ti�3ttT1¢.Iby't,r;tRR;:I;GtUpaie StllPgrl[Ir'n tttY:t9%(S;'.pU,iG 6i Fiht:SIId 5f14tURritfr`al'd(C(�iU ',;{.,azey;rer.uq;rtrtlr#1hSeS�TAlliWrrite SryRC5eiiTtirSal3dlt3eTnpsp4�h(irs"itJai'fttadl�{xflycrh1rtT.;el,inedlidsosmria1dhMm. aA�" {sSaGte Mrspu9ir.7;ae Athony T. Tombo 111, P.E. 3tlntitt3�+r_edrnuKar.nta:sAtRta8tT;5�tx;plus ¢lpls'nesahe lacpan'f Mm�ittS(SONths t,�i¢iR;l erndumztfertecnl{ilan. l7i? ass#ne m�:3fst rsdh6ssfuL.ts6t" Gm Ptcn 3 attratu4•wtttreos;alafwlqu b+rtirs;ht@ry3tssrshd;tel:tss7ssrp&;ht>•iSMJi le hiuyts+Lrx,nfznrryhatiytrud l�tu � �� �r��'uss t':,dsslnu,siless 44515t. LuWdeCie Blvd, a7 ;,:.rgdtelx:emt:tulgli4l. Fort Pierce, FL 34946 CnpyrigErt0i81dA-1¢nulTresses-Am6eeyl.Tom6oIL',Fi i!prnduuianohhisdammeoLiaaayfam,ispro6i6ittd►Ahua316ertiYenpermissienSemklteailrerses•Aaf6ecyl.Tae�nlli,p.E JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I 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. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC I,IChff. "d VHS 0 ti Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ich Corner Jack's (2) 16d Toe Nails )TC&BC(Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) January17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL02 -DADE CORNERSET SPECIFICATIONS MIAMI MAX LOAD: 55 psf Roof Load, 175 mph; ASCE 7-10, Exp. B, C up to 60' Mean Roof Height sand 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 ti Cqa} d::5k.rcc:,�s nars;ie�teCei bradeaianad1bisdamme inaa,lar4isFackVelwHbwde 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 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 OIAG. BRACE AT 1/3 POINTS IF NEEDED ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'IUKILUIV I AL OKALr (SEE SECTION A -A) TRUSSSES @ 24' O.C. 1'-3'MAX. P \ HITECT ALL ROM reln �.iel I IT IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARC TO DESIGN THE CEILING ❑IAPHRAGM AND I ATTACHMENT TO THE TRUSSES TO RESIST OUT OF PLANE LOADS THAT'MAY RESULT F THE BRACING OF THE GABLE ENOS. 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. 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 (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING 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 TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED G' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED G' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALl BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL 'TI In STRUCTURAL / AN ADEQUATE ❑IAPHRAGM OR OTHER METHOD OF BRACING 'N GABLE TRUSS / 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. 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 FEBRUARY 17, 2017 I STANDARDCONNECTION DETAI RUSS STDTL04 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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 FOR 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' O.CJ 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' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5' X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH,3' X B' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. FEBRUARY 17, 2017 a A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SEi TRUSS OF 10d DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS. GENERAL SEPCIFICATIONS: STDTL05 1. NAIL SIZE =3'X0131'=10d 2. WOOD SCREW = 4.5' 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. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. GABLE END, COMMON TRUSS, OR GTROFR TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND ❑URATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD ❑F 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. 0 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 VALLEY TRUSS (TYPICAL) SE TRUSS OF 10d TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS, OR GIRDER TRUSS (NO SHEATHING) N.T.S. STDTL06 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. DO NOT USE DRYWALL OR DECKING TYPE SCREW. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 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: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM G/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO LISP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. TRUSSED VALLEY SET DETAIL I STDTLO7 FEBRUARY17,2017 (HIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTACH \ TRUSSES WITF WIND DESIGN PER ASCE 7-98,� WIND DESIGN PER ASCE 7-10: MAX MEAN ROOF HEIGHT = 30 F CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCRE, MAX TOP CHORD TOTAL LOAD = mu rnr MAX SPACING = 24' D.C.(BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS NON -BEVELED FACE UP TO A BOTTOM CHORDI H MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z;; VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUDP18RACE #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) lOd NAILSINTO 2X62X6 SP OR SPF #2 2X4 SP ORSPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - IOd NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. 4SEE INDIVIDUAL ENGINEERING DRAWINGS TRUSS DESIGN CRITERIA. PROVIDE 2X4 BLOCKING BETWEEN VARIES TO COMMON TRUSS 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) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO l r SHEATHING 2X4 STO SPF BLOCK * v DIAGONAL BRACING 4C* L - BRACING REFER I REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: / 1. 2. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. CONNECTION BETWEEN BOTTOM CHORD OF GABLE (2) - IOd END TRUSS AND WALL TO 12' MAX. NAILS 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. 3/ TRUSSES @ 24' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. G. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD ❑EFLECTION MEETS OR EXCEEEOS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE 'SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN 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 2X4 SP #31STUD 12' O.C. 3-8-10 5-0-11 6.6-11 11-1-13 2X4 SP 431 STUD 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4SP#31STUD 24'0.C. 2-8-6 3-11-3 5.4-12 8-1-2 2X4 SP #2 12' O.C. 3-10-15 5-0-11 6-6-11 11-8-14 2X4 SP 42 16' O.C. 3-6-11 4-9-12 6-6-11 10.8-0 2X4 SP #2 24' O.C. 3-1.4 3-11-3 6-2-9 9-3-13 -)It UlAGUNAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I —BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS S' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90% 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. END WALL FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL I STDTL09 WITH 2X BRACE ONLY NOTES: �€ T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. �j THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE- MAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS 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, FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO TO END, 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 (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d r TO TOP CHORD NAILS (0131' X 3') NAILS (0.131' X 3'). I NATTACH AILWEBS ( TO ERTI AdL ITH BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD USE METAL FRAMING J ATTACH TO VERTICAL '-ATTACH TO VERTICAL L ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' OIA.) 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) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). . BLOCKING (BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. 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). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 Z 0 J .131 75.9 69.5 60.3 59.0 51.1 in .148 81.4 74.5 64.6 63.2 52.5 N M STDTL11 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 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30° TO 60" 45.00' ANGLE MAY VARY FROM 30' TO 60" 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30" TO 60° 45.00° El FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 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 DF HF SPF SPF-S L7 .131 59 46 32 30 20 z O J .135 ' 60 48 33 30 20 a LQ (7 162 72 58 39 37 25 J H CD .128 54 42 28 27 19 O z z OJ .131 55 43 29 28 19 W .148 62 48 34 31 21 —) Lo J_ N Q rl) z .120 51 39 27 26 17 U 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 ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 COOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIN❑ FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = 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 Si SIDE VIEW )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW L NAIL NAIL I FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 I WWAW TYP 2x2 NAILER ATTACHMENT I STDTL13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTL14 FO EXTERIOR FLAT GIRDER TRUSS 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 30" (2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15 FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES ..... . �.. �. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C �Z<J X 'r BREAK • L�,1p1 'i • IOd NAILS NEAR SIDE �� �1r1 TRUSS CONFIGURATION +lOd NAILS FAR SIDE AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY 6' MIN X' MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO ❑ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE W00D. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TOTAL NUMBER OF NAILS EACH SIDE OF BREAK � X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SJ2559 OF SPF HF 2X4 2X6 2X4 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24• 1706 J561 2342 1320 1980 1352 2028 26 39 30• 2194 2007 3011 1697 2546 1738 2608 32 48 36• 2681 2454 3681 2074 3111 2125 3187 38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48• 3657 5485 3346 5019 2829 4243 2898 4347 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: 1.15 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, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' ❑IA. X 3') SPACED G' 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 400 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