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HomeMy WebLinkAboutTruss Drawing vim . =_ I l� Lumber design values are in accordance with ANSU I I-I 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES + A FLORIDA CORPORATION j ' I RE: Job XCAS5512CB A-1 Roof Trusses 4451 St Lucie Blvd Slfe Information: Fort Pii rce,FL 34946 Customer Info: CALATLANTIC HOMES-S FL DIVISION Project Name: MASTER MODELS Iat/Block: 3 Model:5512 Address: Subdivision: 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/TP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 170 MPH Roof Load:45.0 psf Floor Load: 65.0 psf This package includes 93 individual,dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date 1 A0083477 A01G 8/31/17 13 A0083489 A13 8/31117 25 A0083501I CO3 8/31/17 A0083478 A02 8/31/17 14 A0083490 A14G 8/31117 26 A0083502 C04 8/31117 a' A0083479 A03 8/31/17 15 A0083491 A15G 8131/17 27 A0083503'1 C05 8/31/17 4 . A0083480 A04 8/31/17 16 A0083492 1301G 8/31/17 28 A0083504 C06 8/31/17 E* A0083481 A05 8/31/17 17 A0083493 B02 8/31/17 29 A0083505 C07 8/31/17 6 A0083482 A06 8/31/17 18 A0083494 B03 8/31/17 30 A0083506 C08 8/31/17 7 A0083483 A07 8/31/17 19 A0083495 B04 8/31/17 311 A00835071 CA 8/31/17 8 A0083484 A08 8/31/17 20 A0083496 B05 8/31/17 32 A0083508 I CAA 8/31/17 9 A0083485 A09 8/31/17 21 A0083497. B06 8/31/17 33 A00835091 CJ1C 8/31/17 10 A0083486 A10G 8/31/17 22 A0083498 B07 8/31/17 34 A0083510•� CJ3 8/31/17 11 " A0083487 All 8/31117 23 A0083499 C01G 8/31/17 35 A0083511 1 CJ3A 8/31/17 12 A0083488 I Al2 8/31/17 24 A0083500 I CO2 8/31/17 13§ A0083512J I CJ313 8131117 The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct supervision based on,the parameters provided byA-1 Roof Trusses, Ltd.,. _. .._ . Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. ' ����tt�elrra�FQ NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. it t;°+ ' �,,a•e+rs*�"r� I� The suitability and use of components for any particular building is the responsibility of the building designer,perANSI1TPI-1 See.2. The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the � �* �o 60 e° 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 ° g• ; Trusses or specific location]. These TDDs(also referred to at times as'StructuralI� i ' Engineering Documentsl are specialty structural component designs and maybe part of the w• deferred or phased submittals. As a Truss Design Engineer(i.e.,Specialty " °�.w"""T'Ton°°projects P 9 9 (• uH ON-•A-1 T.To "I � • �" `V. # e Engineer),the seal here and on the TDD represents an acceptance of professional Anthony T.Tombo,III Aprte,S•iTmda.GUS S engineering responsibility for the design of the single T u depicted on the TDD only. The Building Designer is responsible for and shall coordina and review the TDDs for g f F compatibility with their written engineering requirements. lease review all TDDs and a tl/ oy '` ,,,,,o III,P.E. related notes. FERIA � :3B BCA22�0090 04C1297DF i I 410, Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. '46#M-TRUSSES A FLORIDA CORPORATION RE:Job XCAS5512CB No. Seal# Truss Name Date No. Seal# Truss Name Date 37 A0083513 CJ3C 8/31/17 75 A0083551 H02GE 8/31/17 38 A0083514 CJ5 8/31/17 76 A0083553 HJ2 8/31/17 39 A0083515 0J5A 8/31/17 77 A0083554 HJ3 8/31/17 40 AO083516 CJ5B 8/31/17 78 A0083555 HJ4 8/31/17 41 IA0083517 D01G 8/31/17 79 A0083556 HJ5 8/31/17 42 A0083518 D02 8/31/17 80 A0083557 HJ5A 8/31/17 43 A0083519 D03 8/31117 81 A0083558 HJ7 8/31/17 44 A0083520 D04 8/31/17 82 A0083559 HRA 8/31/17 45 A0083521 E01 8/31/17 83 A0083560 J2 8/31/17 46 A0083522 FG01 8131/17 84 A0083561 J2A 8/31/17 47 A0083523 FG02 8/31/17 85 A0083562 J3 8/31/17 48 IA0083524 FG03 8/31/17 86 A0083563 J5 8/31117 49 A0083525 FG04 8/31/17 87 A0083564 J7 8/31/17 50 A0083526 FG05 8/31/17 88 A0083565 J7A 8/31/17 51 A0083527 FG06 8/31/17 89 A0083566 J713 8/31/17 52 A0083528 FG07 8/31/17 90 A0083567 RFG01 8/31/17 53 AO083529 FG08 8/31/17 91 AO083568 RFG02 8/31/17 54 A0083530 FG09 8/31/17 92 A0083569 V02 8131/17 6 �� 55 A0083531 FG10 8/31/17 93 A0083570 VO4 8/31/17 56 A0083532 FG11 8/31/17 94 STDL01 STD.DETAIL 8/31/17 57 A0083533 FG12 8/31/17 95 STDL02 STD.DETAIL 8/31/17 58 A0083534 FL01 8/31/17 96 STDL03 STD.DETAIL 8/31/17 59 A0083535 FL02 8/31/17 97 STDL04 STD.DETAIL 8/31/17 60 A0083536 FL03 8/31/17 98 STDL05 STD.DETAIL 8/31/17 61 A0083537 FL04 8/31/17 99 STDL06 STD.DETAIL 8/31/17 62 A0083538 FL04A 8/31/17 100 STDL07 STD.DETAIL 8/31/17 63 A0083539 FL05 8/31/17 101 STDL08 STD.DETAIL 8/31/17 N 64 A0083540 FL06 8/31/17 102 STDL09 STD.DETAIL 8131/17 65 A0083541 FL07 8/31/17 103 STDL10 STD.DETAIL 8/31/17 66 A0083542 FL07A 8/31/17 104 STDL11 STD.DETAIL 8/31/17 67 A0083543 FL07B 8/31/17 105 STDL12 STD.DETAIL 8/31/17 68 A0083544 FL08 8/31/17 106 STDL13 STD.DETAIL 8/31/17 69 A0083545 FL09 8/31/17 107 STDL14 STD.DETAIL 8/31/17 70 A0083546 FL10 8/31/17 108 STDL15 STD.DETAIL 8/31/17 71 A0083547 FL11GE 8/31/17 109 STDL16 STD.DETAIL 8/31/17 72 A0083548 FL12GE 8/31/17 73 A0083549 G01G 8131/17 74 A0083550 H01• 8/31/17 Page 2 of 2 1 i Job Truss Truss Type Qty Ply A0083477 XCAS5512CB A01 G Roof Special Girder 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 312016 Print:8.020 s Augl31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:48 2017 Page 1 c ID:dYwLUKW3rbWAGKsFhMWafyykfa8-pzj3grnKBHKDvUUINEOiHQD31zg9_tOYtJL5kiyyiKSH r1-6-q 2-0-12 8-0-12 15-8 8 21-2-0 26-7-7 35-10-12 1-8-0 2-0-12 6-0-0 7-7-12 5-5-8 5-5-7 9-3-5 5x6= Dead Load Defl.=7/8 in 6 3x4 4 5x6 5 7 5.00 12 8x10= 6x8::-- W5 � 3x6 W1 5 8 1.5x4 II 2 9 n i 1 133-- ....._. 2 tTo I9 15 26 27 14 13 12 11 10 4x6—_2x4 11 6x10= 7x10 MT20HS== 4x8= 5x8— 2x4 11 5x6 11 I. 2-0-12 8-0-12 15-8-8 21-2-0 26�7-7 35-10-12 2-0-12 6-0-0 7-7-12 5-5 8 5-5-7 9-3-5 Plate Offsets(X,Y)— [2:0-1-5,0-1-1],[3:0-4-8,0-3-8],[4:0-2-4,0-2-8],[7:0-3-0,0-3-0],[13:0-5-0,0-4-8],[14:0-5-0,0-2-8] LOADING(psf) SPACING- 2-0-0 cSl. DEFL. in- (lac) ;1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.67 13-14 '>647 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -1.34 13-14 >321 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horc(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:216 lb FT=0% LUMBER:. TOP CHORD 2x4 SP M 31'Except 11)Hanger(s)or other connection device(s)shall be T1:2x4 SP No.2,T2:2x6 SP 2400F 2.0E BOT CHORD provided sufficient to support concentrated load(s)127 BOT CHORD 2x6 SP 2400F 2.0E 2-15=-1395/2939,15-26=-1393/2947, lb down and�42 lb up at port co and 34 lb down and WEBS 2x4 SP No.3*Except` 26-27=-1393/2947,14-27=-1393/2947, 36 W2,W3:2x4 SP M 30 13-14=-3418/8021,12-13=-1362/3421, at 36 lb lb on top chord,and 108 lb down and up at 3-0-12,and 34 lb down and 36 lb lb Ib up at at 'OTHERS 2x4 SP No.3 11-1 2=-831/2604,10-11=-831/2604, 1 2-0-12,and'29 lb down and 5 lb up at 3-0-12,and 29 WEDGE 9-10=-830/2606 lb down andl5 lb up at 5-1 on bottom chord. The Left:2x4 SP No.3 WEBS design/selection of such connection device(s)is the SLIDER 3-14=-1985/5031,4-14=-1186/604, nsibili BRACING- 4-13=-4617/2069,5-13=-320/1024, respo ty of others. r �TOP CHORD 5-12=-1658/853,6-12=584/1490, 12)In the LOAD CASE(S)section,loads applied to the Structural wood sheathing directly applied. 7-12=-683/465,7-11 face of the trIuss are noted as front(F)or back(B). BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. NOTES- LOAD CASE(S) WEBS 1)Unbalanced roof live loads have been considered!, Standard 1 Row at midpt 4-13,5-12 for this design. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 MiTek recommends that Stabilizers and re wired 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) " I q Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; Plate Increase=1.25 cross bracing be installed during truss erection,in Uniform Loads(plf) accordance with Stabilizer Installation cwide. Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Vert:1-3 -70,34=-70,4-6=-70,6-9=-70,17-20=-20 cantilever left and right exposed;Lumber DOL=1.60 Concentrated Loads(lb) REACTIONS. (lb/size) plate grip DOL=1.60 Vert:15=46(F)2fi=5(F)27=5(F) 2 = 1670/0-8-0 (min.0-1-8) 3)Provide adequate drainage to prevent water 9 = 1609/Mechanical ponding. Max Horz 4)All plates are MT20 plates unless otherwise 2 = 182(LC 8) indicated. Max Uplift 5)Plate(s)atjoint(s)1,4,6,7,2,13,15,14,5,12,10. 2 = -754(LC 8) 9,9 and 11 checked for a plus or minus 0 degree 9 = -603(LC 9) rotation about its center. Max Grav 6)Plate(s)atjoint(s)3 checked for a plus or minus 2' 2 = 1670 LC 1 degree rotation about its center. 9 = 16091 1) 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250 1 or less except 8)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-3236/1394,3-24=-7870/3244, bottom chord and any other members. 24-25=-7870/3244,4-25=-7870/3244, 9)Refer to girder(s)for truss to truss connections. i, 4-5=-3809/1491,5-6=-2394/966, 10)Provide mechanical connection(by others)of truss 6-7=-2387/983,7-8=2935/1062, to bearing plate capable of withstanding 754 lb uplift at 8-9=-953/0 joint 2 and 603 Ito uplift at joint 9. BOTCHORD 2-15=-1395/2939,15-26=1393/2947, 26-27=-1393/2947,14-27=-139312947, 13-14=-3418/8021,12-13=-1362/3421, 11-12=-831/2604,10-11=831/2604, _. 1^ i'viq.PoseSasnrN+mierEa 4lli5lEQSi�(Stlthl FJfUst jEt4 tf957t i7wSlnlc9"P,rOlS U7XEY:Nf:hiv..isrh hcpp¢dsu eiud duul#,;mstlujss.Ftlti ui`w L90tl.Lwb@/ 1 nSE USebn ns. usfmr:s en/uSe�[-0,a1i tl iel:xx ISYss su;it;nsdW ne Rt4MXs.!XI a 5s�tgtreayl,Spa�?gisre,�s udnsglOPuprsrsfaaup sods sdstsaui tqn srrcXRgmiely;' ' ,3s�tilau'a dyh nsaT¢-Ius7sf sdAiiil4i4rsri u7dmex erspWsswut+4ha,ds er,0R u(nr:n(AC1,seUis irstX dwe5fsZesylidniar.M�9keglmn r lestpind,?ur,W.Mzr e�rntl{1l6SsPlr+„t3lueil�ttka iNan4SSdLiix,Xrtnv rd:s�lm auiaTt NXI nfrudg}ps!i"i_td2 6.[s iMts4t O1lr8Ora&isu torj t i6-Sijdwiws,SNs d.sp/aX s ds1,®tit&�aruil"kt"6,ur diss}Cs dysuont`�'t 3ri<.old @weLn�atd.}Gm�es_r i f�i}_tiXi l�es jkrs amn„ntr i O ¢To aa51.'1 maabio Luae Blvd. 's3miuSmssl5rXtsmrsdsgssl rluk tsAl!}'krr>a deL,Xit as Osil}+bruecX�f de t.m'.rsipt eimsSsdspEr�errdml M}Za siin'�(�ssinaiehalati4l. CFO([:Pierce;fL 34946 gpyriggf�5016A1Raoilrecsi;,A¢I�cryl.ldm6dlll,i,G fepredgaioaoiltiidnameefr aeay(arn,ss pmh.bfted d6ae116rr71Sen petmitsPetfiiem A-1 foot Iris;4-Anl6e'yl.jgcSn N:X Job Truss Truss Type Qty ply p' XCAS5512CB A02 Roof Special 1 1 A0083478 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. Thu Aug 31 13:53:48 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-pzj3gmKB HKDvUUINEOiHQD3 HrgAatOgtJL5kiyyiK5H r1-6-Q 2 8-0 4 0-12 10-0-12 14-6-1 21-2-0 27-0-3 35 10 12 1 6-0 2 8 0 i 4 12 6-0-0 4-5-5 6-7-15 5-10 4 g_10_g 5x6= Dead Load Dell.=7/8 in 7 6x6 3x4 7x10 11 6 8 5.00 12 7x10 MT20HS11 4 W2 INS _ 4x8 1.Sx4 II 2 9 N ] 1 WB ~ 10 \\ Bs W2 1�R Im N 20 19 18 17 16 - 66 5x10\\ 2x4 I 14 13 12 11 7x10 MT20H5 WB= 1.5x4 II 3x6= 5x6= 4x10 II 5x6= 6x8= 8x8= 2 8-0 ]1-0-1� 10-0-12 14-6-1 19-3-0 21-2-0 27-0-3 35 10-12 2-8-0 1-4-1 6-0-04-8-15 1-11-0 5-10-4 8-10_9 Plate Offsets(X,Y)— [2:0-8-0,0-4-14],[3:0-8-11,0-4-0],[4:0-4-8,0-2-0],[5:0-3-11,0-3-8],[6:0-1-12,0-1-8],[8:0-3-0,0-3-4],[10:0-6-6,Edge],[11:0-3-0,0-1-8],[15:0-2-4,Edge], f16:0-3-8 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.76 16-18 >558 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -1.34 16-18 >318 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.32 10 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:221 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except' T3:2x6 SP No.2,T5:2x4 SP No.2 BOT CHORD T2:2x6 SP 240OF 2.OE,T6:2x4 SP M 31 3-19=-3821/4735,18-19=-3871/4820, LOAD CASE(S) BOT CHORD 2x4 SP No.2'Except' 17-18=-6509/7955,16-17=-6509/7955, Standard 133,82:2x6 SP 240OF 2.0E 15-16=-3568/4460,10-11=2046/2576 1 B5:2x4 SP M 30 WEBS WEBS 2x4 SP No.3*Except* 4-19=-50/309,4-18=-2616/3092, g W2:2x4 SP No.2 5-18=-976/944,7-15=-1320/1584, OTHERS 2x4 SP No.3 8-11=-213/337,11-15=-1998/2484, SLIDER 8-15=-397/461,5-16=-3643/3065, BRACING- 6-16=-964/1358,6-15=-2275/2075 i<- TOP CHORD Structural wood sheathing directly applied. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-10-0 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 Row at midpt Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; 4-18,7-13,11-15,5-16,6-15 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2)zone;cantilever left and right cross bracing be installed during truss erection,in exposed;C-C for members and forces$MWFRS for accordance with Stabilizer Installation guide. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 1756/0-8-0 (min.0-1-9) ponding. 10 = 1613/Mechanical 4)All plates are MT20 plates unless otherwise Max Horz indicated. 2 = 183(LC 12) 5)Plate(s)atjoint(s)1,4,7,17,12,19,18,13,11,2, Max Uplift 10,10,15,5,16,3 and 6 checked for a plus or minus 2 = -730 LC 12 0 degree rotation about its center. 10 = -584(LC 13) 6)Plate(s)atjoint(s)8 checked for a plus or minus 2 Max Grav degree rotation about its center. 2 = 1756(LC 1) 7)This truss has been designed for a 10.0 psf bottom 10 = 1613(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 8)'This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.0psf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-601/514,3-4=-4867/3996, 9)Refer to girder(s)for truss to truss connections. 4-5=-7850/6551,5-6=-4849/4095, 10)Bearing atjoint(s)2 considers parallel to grain 6-7=-2711/2375,7-8=-2640/2350, value using ANSUTPI 1 angle to grain formula. 8-9=-2911/2465,9-10=-646/0 Building designer should verify capacity of bearing L BOT CHORD surface. 3-19=-3821/4735,18-19=-3871/4820, 11)Provide mechanical connection(by others)of truss 17-18=-6509/7955,16-17=-650g/7955, to bearing plate capable of withstanding 730 lb uplift at joint 2 and 584 lb uplift at joint 10. 6axep•Ihn fin*,naerfk fll 3i 110yys^d tk9].&Mbi(Rtt ESUpIi ASS iE}ii-tl"Y!*U}itU7A:94nb1'.nrv.ra7rh prnroenn atrMuisnrai?nn Fnp.rr+sdOP`u14r7�knrt hc»m,rteinuu ia!nknn ae Rnn+!aur!�inna TO ali 06!1eu3r.rtY!s N7hrc�MMlGrni!ntii!rt n'i.q!Eque y,i,lpee5r iiu e!s inur7pC<pi ia! erius writes unlsdii_emr n3ryr+ rfudr eiupr!ni svintin itnela8n301 n.rcsn lnt.IF+k mn,mttrn nt qs# is;sshif=n Anthony T.Tom6a 114-P.E:: zJ.0 An( Ip rb,d(opnmesruw}fni.w.a.Ce,r:dwmi�trJn'ulnagb4' nNrxt�taFa,teR:mandN.LrutsllMlragis,a mt Wur5eu.113e rc,;aSEnpsuvry' mete;-v:rm rttegssdtieu.•!pnaar! _80083 '' xrl sy ry nusertnr sau,rsdigf,tt ti,-1,r�uetr h5ir ar!ut�urnri�J:, auiia itz k gnfsea ua:aedn t-!rfn2m 1,ss nrE,amiigffep rot s r ,Id,!r,ati �;az m ,wait 44515e Lude Blvd. iM1nai,rk rfnr(Mr�c�e[I ge[nrrfirti rEtpan ard�rtlri ss 7rsff!Eyas;•,All trprq riyxr ai ssl!sna!e;;urdmlr brE 2Grifnf¢e(x z,md:fhdalrFl, - _ t`PiErte,FL'34446, (apir,ibiQ14181-IAopllfissos-hlhry1.lombo Ill,P.E bi;rodusfiaaof Ibis dgmment,in any[arm,iipphlbilid;ilhtilhtwise6permaslpehomAltaw,isir:Aobasyl:lacbolll;PX Fbf I ti Job Truss Truss Type Qty Ply XCAS5512CB A03 Roof Special 1 1 A0083479 Job Reference o ti i nal ` All Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug,31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:49 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-HAGR26Lp2eLm6eIQo6D WyRcSOYTtcgq 1 Y?gHEOyiK5G r1-6 q 2-8-0 6-0-12 12-0-12 15-9-11 19-3-0 ,21-2-0 27-0=3 i 1 35-10-12 1-6-0 2 8-0 3-4-12 6-0-0 3-8-15 3-5-5 1-11-0 5-10-4 1 8-10-9 5x6= Dead Load Defl.=13/16 in 7 3x8 i�-' 4i 6x6 7x10 MT20HS= 5x10 MT20HS- 5.00 12 6 8 4x8 4 W4 \�T5 48 •` 1 ` . V 1.5x4 II ' 0 2 �� 10 = W2 19 18 17 16 13 121 11 14 II 7xs 0 0 2x4 II 4x10— __ 6x8= 1.5x4 3�' 5x6— `4x10 II — � I 8x8= 2$-0 , 6-0-12 12-0-12 19-3-0 ,21-2-0, 27-0-3 35-10-12 _ 2-8-0 3 4-12 6-0-0 7-2 4 1_ 1_ 5-10-4 8-10-9 Plate Offsets(X,Y)— [2:0-3-1,0-2-5],[3:0-10-14,Edge],[4:0-7-12,0-2-8],[8:0-3-0 0-3-4],[10:0-6-6,Edge],[11:0-3-0';0-1-8],[15:0-2-4,Edge],[17:0-3-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.63 15-17 >682 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -1.18 15-17 >364 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.35 10 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:219 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except- T4:2x4 SP No.2,T5:2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2`Except' 3-18=-3029/3788,17-18=-3039/3801, B2:2x6 SP 2400F 2.0E,B3:2x6 SP No.2 16-17=-3017/3790,15-16=-3017/3790, 135:2x4 SP M 30 10-11=-2051/2586 WEBS 2x4 SP No.3*Except* WEBS W3:2x4 SP No.2 4-17=-1638/2098,5-17=-2735/2412, OTHERS 2x4 SP No.3 7-15=-1383/1631,8-11=-216/338, SLIDER 11-15=-2003/2493,8-15=-398/470, Left 2x6 SP 2400F 2.0E 6-7-1, 6-17=-2362/2988,6-15=-1680/1614 a Right 2x6 SP No.2 1-9-0 BRACING- NOTES- TOP CHORD 1)Unbalanced roof live loads have been considered Structural wood sheathing directly applied. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 4-0-9 oc bracing. Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; WEBS Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt and C-C Exterior(2)zone;cantilever left and right 4-17.7-13.11-15,6-17,6-15 exposed;C-C for members and forces 8!MWFRS for MiTek recommends that Stabilizers and required reactions shown;Lumber DOL=1.60 plate grip Icross bracing be installed during truss erection,in DOL=1.60 accordance with Stabilizer Installation guide. 3)Provide adequate drainage to prevent water ponding. REACTIONS. (lb/size) 4)All plates are MT20 plates unless otherwise 2 = 1760/0-8-0 (min.0-2-1) indicated. 10 = 1617/Mechanical 5)Plate(s)atjoint(s)1,4,4,5,7,2,3,16,12,18,17, Max Harz 13,11,10,10.15 and 6 checked for a plus or minus 10 2 = 182(LC 12) degree rotation about its center. Max Uplift 6)Plate(s)at joint(s)8 checked for a plus or minus 2 2 = -728 LC 12 degree rotation about its center. 10 = -584(LC 13) 7)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 2 = 1760(LC 1) loads. 10 = 1617(LC 1) 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (Ib) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 9)Refer to girder(s)for truss to truss connections. TOP CHORD 10)Provide mechanical connection(by others)of miss 3-22=-732/548,3-4=-4382/3575, to bearing plate capable of withstanding 728 lb uplift'at 4-5=-5771/4797,5-6=-6470/5437, joint 2 and 584 lb uplift at joint 10. 6-7=-2698/2395,7-8=-2648/2351, 8-9=-2921/2470,9-10=-649/0 BOT CHORD LOAD CASE(S) 3-18=-3029/3788,17-18=-3039/3801, Standard 16-17=-3017/3790,15-16=-3017/3790, i1ni7 Auf {teirrflt lira:tiOS'v.'1'iSEti9'}&tBtftftk.t3t➢17rk�t$t€}1C#"C.'nit:ic8p`..�FY.AI'artr.inb Nltt rr nblatrB[d[1BR1Tn{1C+pxe.ki ltt:3iti$lkWgl:lesic q,l tMm$i nlefirt ns.2'[u(3ll:a lttaSv'[J,lel! ZE, thwiT Tomti6Pi;,F.X.; r ISCIG}H[IS rrlCoast aBlvd, .ForCP erce,FL 3�9;1(, .�PYriSb3[+',1-0,16 A:1 Ncoiliti rs-Anlbery116abti III P.G itpiodauiaa otl6il dot•meal.in nny icizji pia6Nw.ubatl ibe.elnra poeiiiiii tiom A4[to]Itus4i-Anikayl.ttcbo III,P1 I I. r t Job Truss Truss Type cIty Ply XCAS5512CB A04 Roof Special 1 1 A0083480 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:50 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-IMgpFSLRpxTdkovlMpkNe9dhysaLlKAnfagngyiKSF r1-6-Q 2-8-0 8- -12 14-0- 9-3-0 21-2-0 27-0-3 35-10-12 1-6-0 2-8-0 5: -40-12 6-0-012 15-2-4 1-11-0 5-10-4 8-10-9 5x6= Dead Load Defl.=11/16 in 6 7x10 MT20HS= 5x10 MT20HS= 4 6x6 z 5.00 F12 7 4x8 4 4x8 W3 4x8 3 5 g o 0 1.5x4 11 81 W6 9 m v 1 _ W2 w I io 18 17 16 15 12 11 10 1.5x4 II 5x6 WB= 13 1.5x4 11 3x6= 5x6—_ 4x10 I I 4x10 I I 3x4= 6x10= 2-8-0 8-0-12 14-0-12 19-3-0 21-2-0 27-0-3 35-10-12 2 8-0 ' 5 4-12 6-0-0 5 2-4 1-11-0' 5-10 4 8-10-9 Plate Offsets(X,Y)— [2:0-3-4,0-7-13],[3:0-2-2,0-0-8],[4:0-7-12,0-2-8],[7:0-3-0,0-3-4],[9:0-6-6,Edge],[10:0-3-0,0-1-8],[14:0-4 4,Edge] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.49 14-16 >881 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.95 14-16 >451 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.40 9 n/a n/a BCDL 10.0 Code FBC2014fFP12007 Matrix-MSH Weight:207 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except` T2,T3:2x4 SP M 30,T4:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 3-17=-2541/3274,16-17=-2531/3268, B1,B4:2x4 SP No.2 15-16=-3557/4501,14-15=-3557/4501, WEBS 2x4 SP No.3 9-10=-2042/2583 OTHERS 2x4 SP No.3 WEBS SLIDER 4-16=-1133/1364,5-16=-512/626, Left 2x6 SP 2400F 2.0E 8-9-1, 5-14=-2302/2049,6-14=-1234/1520, Right 2x6 SP No.2 1-9-0 7-10=-177/306,10-14=-1974/2463, BRACING- 7-14=-023/478 TOP CHORD - Structural wood sheathing directly applied or 2-2-0 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 3-9-13 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; 1 Row at midpt Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 5-14,6-12,10-14 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;C-C for members and forces&MWFRS for cross bracing be installed during truss erection,in reactions shown;Lumber DOL=1.60 plate grip accordance with Stabilizer Installation guide. DOL=1.60 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 2 = 1764/0-8-0 (min.0-2-1) 4)All plates are MT20 plates unless otherwise 9 = 1617/Mechanical indicated. Max Horz 5)Plate(s)atjoint(s)1,4,4,4,5,6,2,3,11,17,16, = 2 = 182(LC 12) 12,10,9,9 and 14 checked for a plus or minus 0 Max Uplift degree rotation about its center. 2 = -726(LC 12) 6)Plate(s)atjoint(s)7 checked for a plus or minus 2 9 = -584(LC 13) degree rotation about its center. Max Grav 7)Plate(s)at joint(s)15 checked for a plus or minus 3 2 = 1764(LC 1) degree rotation about its center. 9 = 1617(LC 1) 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 3-21=-640/479,3-4=-3827/3080, bottom chord and any other members. 4-5=-4477/3841,5-6=-2687/2332, 10)Refer to girder(s)for truss to truss connections. 6-7=-2619/2328,7-8=-2919/2461, 11)Provide mechanical connection(by others)of truss 8-9=-645/0 to bearing plate capable of withstanding 726 lb uplift at BOT CHORD joint 2 and 584 lb uplift at joint 9. 3-17=-2541/3274,16-17=-2531/3268, 15-16=-3557/4501,14-15=-3557/4501, 9-10=-2042/2583 LOAD CASE(S) Standard iv>?tkiffs.Sm,nr itro-a�im�(stuu`twiifi-ttxsirowar�istmt grtal�siiaa•.::uuet'ma.in3?s�t�fia,aeansiieeG,gefuRitnSft~P:;:+�,utini�,iLsigt.tr.'xgCr:rt:rnasimldmis,,�f�iu.s,cinx,sn,�r ea,t wars f,:=4t tta,¢ai dt t,t f n :q ",,.sgrcal Afr ice m,M, a y,n,aa ra iw�t� g.. s ma c«e 06,.iiftw fq�r 6,rii� ns IN.iva >�r a:i funi+ gntheny T.To 7tio I[,P:E: situdMf !nnrLrJ4arnaere:ry7eerfII{ u,e,{nefu;anGtlgnlnmiaturd pnitGxath>!G.J:,kGaie•G.dktri;uadtni.rn4tnWdRel.Dd,irhi[.eri3et f.�Sntap,aEarmieg;s9il'mnr1l: StrCtM,-sgx.G:a(at =80083 - '. 4i rG(>!g F iaR fall tllllll Sab`tI Stl WOG t'h6( rmJ:.,fE{rtAtl,SlG.layc,rlS)iM85d"I MaxNiet(16!jrrilldJ{ �n{Srcjnl ltGiltL'Dingh^t�gfli0.2 jnl�('nlStll lflgltkdn nrJ4if YGtt SS gtf�t.,iPo rk'6 rdjMn fSl Rif kTliJ31R,flGSi ;x.t� tl,r,cna �rtgnG.f orErirg hn d.L<s ugYph7wmrg�t!N,trNtigx®r S1SifInE Fd i mg;fw��nrn.:m��.�tiA,r gasi St.,lone stud. FL 3499t, [npttsgE1W.1018FlAooflniu5-Ae16cayLtombo Ili,p.F,i.prodadondth¢donmtnhinoay(ia,rspmlk0ed.n6cau6ewfintapefmicsieahumAlraotlnues-ActtieiYlao�Selii,P.E i � I Job Truss Truss Type Qty PIY XCAS5512CB A05 Roof Special 1 1 A0083481 Job Reference o tional At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:50 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-IMgpFSLRpxTdkovlMpklVe9cBys2LICAnfagngyiK5F 1-6 10-0-12 16-0-12 21-2-0 27-0-3 35-10-12 1 6_0 10-0-12 6-0-0 5-1-4 5 10 4 8-10-9 5x6= Dead Load Detl.=9/16 in 6 ' 5x6 5x6= 4 6x6 5.00 12 4x8 7:�- 4 7 4x8 4x8 W3 T5- 4x8 3 2 $ ':�_ 8 v ' a 1.5x4 II 2 6 9RS T O d 1 = __.........._ ` W2 16 Io Io 8x10= 17 16 = .15 13 12 11 10 4x45x8= 1.5x4 11 3x6= 5x6= 4x10 11 8x8= 2-8-0 10-0-12 19-3-0 21-2-0 27-0-3 , 35-10-12 � 2 8-0 7 4-12 9-2 4 1-11-0 5-10-4 8-10-9 Plate Offsets(X Y)— [2:0-8-15 0-0-0] [3:0-10-14 Edge] [4:0-2-12 0-1-121,[7:0-3-0,0-3-4],[9:0-6-6,Edge] [10:0-3-0,0-1-8] [14:0-2-4,Edge] I, LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.42 3-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.77 14-16 >552 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.34 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH I' Weight:222 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30,T5:2x4 SP M 31 WEBS BOT CHORD 2x4 SP No.2*Except* 4-16=-328/705,5-16=-678/739, 133:2x6 SP No.2,B5:2x4 SP M 30 5-14=-1627/1565,6-14=-1352/1613, B2:2x6 SP 240OF 2.0E 7-10=-214/335,10-14=-1985/2485, a WEBS 2x4 SP No.3 7-14=-399/474 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP 240OF 2.0E 11-0-7, 1)Unbalanced roof live loads have been considered Right 2x6 SP No.2 1-9-0 for this design. BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) ii TOP CHORD Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;' Structural wood sheathing directly applied. Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BOT CHORD and C-C Exterior(2)zone;cantilever left and right I. Rigid ceiling directly applied or 4-1-10 oc bracing. exposed;C-C for members and forces$MWFRS for WEBS reactions shown;Lumber DOL=1.60 plate grip I 1 Row at midpt DOL=1.60 5-14,6-12,10-14 3)Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. rcross bracing be installed during truss erection,in 4)Plate(s)atjoint(s)1,4,4,4,4,5,6,2,15,11,16, 1 accordance with Stabilizer Installation guide. 12,10,9,9,14 and 3 checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)Plate(s)at joint(s)7 checked for a plus or minus 21 2 = 1756/0-8-0 (min.0-1-9) degree rotation about its center. I. 3 = 1613/Mechanical 6)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 183(LC 12) loads. Max Uplift 7)'This truss has been designed fora live load of 2 = -730(LC 12) 20.Opsf on the bottom chord in all areas where a 9 = -584(LC 13) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 2 = 1756(LC 1) 8)Refer to girder(s)for truss to truss connections. 9 = 1613(LC 1) 9)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building FORCES. (lb) designer should verify capacity of bearing surface. Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 730 lb uplift at TOP CHORD joint 2 and 584 lb uplift at joint 9. 2-3=-601/516,3-4=-3407/2695, 4-5=-3131/2703,5-6=-2676/2367, 6-7=-2638/2327,7-8=-2912/2450, LOAD CASE(S) 8-9=-647/0 Standard BOT CHORD 3-16=-2293/3105,15-16=2918/3699, 14-15=-2918/3699,9-10=-2033/2577 WEBS 4-16=-328/705,5-16=-678/739, i¢x>!Ikese ausarSnhrhr FI I s�A�G(Stt('3'j,E301t:Epr t Nk7rpR rill 417 D'11.UOY..C9r AT'hia�n3r hcp}nme+us al ns�rd ur fu mr[4s�r3ts i 16@-nTd rib q1 lrnis q.If r r�r SlmEfin rse.0¢mwziu+rr s>47 par T9 N} • .. `A+;ds@}rN�es rik k�nirn k'mF4xrddltis rip..@lnartit:Mit3}�nsar aedne>r1PD(rr�nralpur�oindae�xhLkul!grsml.;rs!sid"-ihhrHsgad�ii rls)x dur/ys*&q no uh ata UF�,11fN,mn�y��rn Ryes,vhua! Anklioay T.TomtiorIlr,P E.: rx,nd�sr siargtrualurnmpiaturyad.0 «euC ussn+avrlry�ge,Gsr rrePP,nry�ra.,a,u;a�¢;ata�+mie.t;lsehalml r,.gif,drntl aaeul nue.rda<I u�,izy�m�y=nt�N�l�i�rr n+;�.�ar�. ', , . 3t l.rinr a ©!(iaielt 7AexirsaxtnhrP.SeeW �suil shxiiakrgGs}ESddi hsamn(ltSlJjtlir>.di}tlutSNJ,gdn rttdln}rilgdlu.�lsL In s+Hiey,GritnutltriiithrT•p cgn ln;Ps rrysen; 'Rn Rsd,4aq�nhii 44451-St8LUG8 Blvd. _. p3rt�in kroPubiecYr7a{erl�a4sr�l1}erlMe rrdreL inl mrestpEywsaA]Idek q:rtihL aT+rs;}mnireie.rd 1b1.U�SSrINc.�ulterlalrLl„" r" � i Y12°1DI5 Ml Pnailriiset-Anf6ct I toml'a III,P,G re rodaifiga otlAis dammtnr,'noe I:m>it-rbAbited.064e the vript4 ermasiia ficm A-1 iooflrccits;AiAAecflaoe54 N;P.E I. Y PXC Truss �R, �fS ype city ply r AS5512CB A06 pecial 1 1 A0083482 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:51 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-EYOBSoM3ZFbULyTywXF_2shgGMCr4kgK?JJOJ HyiK5E p1-6-Q 2-8-0 9-3-12 �0-7-1,213-4-12 18-0-12 19-3-021-2-0 27-0-3 3fi-0-0 3710-0 1-6-0 2-0 0 6-7-12 1-4-0 2-9-0 4-8-0 'I-2-41-11_0 5-10-3 9-3-13 1a-0 5x6= Dead Load DeO.=112 in 5x6 n 5x8= 5x6= 8 5x6- 6 5 L x10 MT20HS-- 5.00 12 6 4x8 - 4 9 4x8 48 2 3x8 C m " 3 9 1.5x4 II 0 10 1.5x4 II 0 2 1 W8 12 11 0 m 22 21 20 19 18 14 13 I 3z4= 4x6= 3x4=16 15 1.5x4 I I 3x6= 5x6= 6x6 11 7x6 3x4= 6x8= t 2-8-0 9-3-12 13-4-12 18-0-12 19-3-021-2-0 27-0-3 36-4-0 2-8-0 6-7-12 4-1-0 ( 4-8-0 -2 1-11-0 5-10-3 9-3-13 Plate Offsets(X,Y)— [2:0-3-1,0-2-5),[3:0-2-2,0-0-8) [4:0-2-12 0-1-12) [6:0-5-12 0-2-8) [9:0-5-0 0-3-0) [11:0-3-11 0-0-11) [13:0-3-0 0-1-8) [17:0-2-4 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.38 18-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.71 18-20 >614 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.38 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:231 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1,T6,T7:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 3-21=-2315/3164,20-21=-2472/3346, B2,B5:2x4 SP M 30 19-20=-2042/2890,18-19=-2042/2890, WEBS 2x4 SP No.3*Except* 17-18=-2236/3131,11-13=-2088/2737 W7:2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 4-21=-326/529,5-21=-525/467, SLIDER 5-20=-758/718,6-20=-504/641, Left 2x6 SP 240OF 2.0E 10-1-5. 6-18=-270/373,7-17=-1298/1172, Right 2x4 SP No.3 1-6-0 8-17=-1485/1725,9-17=-523/615, BRACING- 9-13=-154/289,13-17=-2016/2607 TOP CHORD ` Structural wood sheathing directly applied or 2-9-1 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 4-1-12 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; 1 Row at midpt 8-15,13-17 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2)zone;cantilever left and right cross bracing be installed during truss erection,in exposed;C-C for members and forces 8 MWFRS for accordance with Stabilizer Installation guide, reactions shown;Lumber DOL=1.60 plate grip DOL:1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 178210-8-0 (min.0-2-2) ponding. 11 = 174410-6-0 (min.0-2-1) 4)All plates are MT20 plates unless otherwise Max Horz indicated. 2 = 159(LC 12) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 2 = -731(LC 12) 6)This truss has been designed for a 10.0 psf bottom 11 = -655(LC 13) chord live load nonconcurrent with any other live Max Grav loads. 2 = 1782(LC 1) 7)'This truss has been designed for a live load of 11 = 1744(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 731 lb uplift at TOP CHORD joint 2 and 655 lb uplift at joint 11. 3-26=-644/513,3-4=-3740/2889, - 4-5=-3182/2774,5-6=-3123/2723, 6-7=-3126/2778,7-8=-2681/2414, LOAD CASE(S) 8-9=-2679/2346,9-10=-3081/2568, Standard 10-11=-1 048/5 ` BOT CHORD 3-21=-2315/3164,20-21=-2472/3346, 19-20=-2042/2890,18-19=-2042/2890, y�nug Fles.tWagS¢p�t ne lll0-I1CSS3S116"Zi3r(I?IU56l7YO/IGAS(�SICtl{"Wt�)1UtW4ifg"eYE}Ck.InA(klplrceaetntWx12f R'tL u2tslp Qm tit�I00,ak 5t 4n rl inu N;1 L'er Skptelde Gl nt+eiltt cll I`14A I( N t,icps.ar(ldtsviu/a,rrvrrttwai eda it,I i,g gfir {�lI a&g 'n stiay�IogJa t>Em®amrtemlt,<�xtl�(���y wp.�nga,n( �,a�:y(�rp (rmt n:mo Irm InI r;i<:g�:< ,I er u� wras�!e( Mthcny Tr T=61I P-E. w.teatr rx.rl,;ifg awgm,dre acm'spumdy:s aewlrge yrwaee.nerati r-auc Itkb�}+7WgM MRFI IkRr 8mn Iro r rr:d t'nei s.cdtFyladq I usn,eG.dlrmsgvtl!1 t; a 1an�d _80083 , ' opi�(u sp pi pokem um to code to dIa w; (rei sa i.r[pms tl�a■eapucr sta nrr ptstet a� fb(Yd�tpLIIFIh Sn r_esi 3g�t,IRhnd0.l 5tga ln.k�hrsnMln Ma hSa pkei lMy?t tefcxal tixnepeg¢edgn4�r5rylr17p0EllnLe111tipi ktp[ycean[71ntbAllyOiitpurrzLouSMeeGyawal gN7OtI IlgitldtplMa;perslo9tlertkl: - 4451.St.LUFL'34 Blvd, . - • -" ,. .. - Fort_Pierce;FL�3444b Gppighl;�-7g16Aa leolTnttes-_J.�(finnrT T:mSc IICP.f;Rep�cdunix dlt6islococ�eo(;in any kim,i(piohZii_dwdtoot the mfitp pernissige(rQsl�li oUiesus=AC400y.GT:c5e II(:P.f: '1 Job Truss Truss Type Q A0083483ty PIY XCAS5512CB A07 Roof Special 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. Thu Aug 31 13:53:51 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfaB-EYOBSoM3ZFbU LyTywXF-2shoxM9S4owK?JJOJHyiKSE r1 6 q 7-7-12 $-11-12 15-0-12 22-1-4 27-0-3 36-4-0 37-10-P 1�-0 7-7-12 1-4- 6-1-0 7 6 8 4-5-0 9-3-13 1 6-0 5x8= Dead Load Defl.=7116 in 5x6= 6TA 7 5x10 MT20HS-- 5x6=5x6= 5.00 12 8 4 5 W5 0_ � W y 46 3x8 1.5x4 11 3 9 10 1.5x4 11 1 2 1 11 Io 17 16 15 30 14 13 1, 12 6x6 3x4= 4x6= 3x4= 3x8= 3x6=1 11.5x4 11 6x6 II 7-7-12 15-0-12 22-7 4 L 3 36-4-0 7-7-12 7-5-0 7-6-8 4-5-0 9-3-13 Plate Offsets(X Y)— [2:0-0-13 0-1-10] [4:0-3-0 0-2-41,[6:0-5-8,0-2-4] 17:0-3-0,0-2-4],[8:0-5-0,0-3-01,[10:0-3-11 0-0-111 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.28 15-17 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.59 15-17 >739 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:194 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except' T1:2x4 SP M 31,T2,T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30'Except- 2-17=-1977/2604,16-17=-2299/2961, B2:2x4 SP No.2 15-16=-2299/2961,15-30=-1633/2349, WEBS 2x4 SP No.3 14-30=-1633/2349,13-14=-2074/2679, 4 OTHERS 2x4 SP No.3 12-13=-2074/2679,10-12=-2073/2682 SLIDER WEBS Left 2x6 SP No.2 2-3-0, 4-17=-763/1022,5-17=-997/919, I, Right 2x4 SP No.3 1-6-0 5-15=-7377795,6-15=-328/598, BRACING- 6-14=-252/149,7-14=-468/588, TOP CHORD 8-14=-6267702,8-12=0/255 Structural wood sheathing directly applied or 2-2-0 cc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-10-11 cc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 Row at midpt 6-14 Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; MiTek recommends that Stabilizers and required Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;C-C for members and forces 8t MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 2 = 1756/0-8-0 (min.0-2-1) 3)Provide adequate drainage to prevent water 10 = 1724/0-6-0 ponding. (min.0-2-1) j Max Horz 4)All plates are MT20 plates unless otherwise 2 = 145(LC 12) indicated. Max Uplift 5)Plate(s)atjoint(s)1,4,5,6,7,8,2,2,16,17,15,1' = 14 12 10 10 and 11 checked for plus or minus 0 2 -676(LC 12) 10 = -647(LC 13) degree rotation about its center. Max Grav 6)Plate(s)at joint(s)13 checked for a plus or minus 5 2 = 1756 LC 1 degree rotation about its center. 10 = 1724(LC 1) 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the,, 2-3=-529/203,3-4=-2937/2479, bottom chord and any other members,with BCDL= 4-5=-2646/2404,5-6=-2606/2305, 10.0psf. 6-7=-2277/2196,7-8=-2523/2309, 9)Provide mechanical connection(by others)of truss 8-9=-3023/2554,9-10=-1024/0 to bearing plate capable of withstanding 676 lb uplift at BOT CHORD joint 2 and 647 lb uplift at joint 10. 2-17=-1977/2604,16-17=-2299/2961, 15-16=-2299/2961,15-30=-1633/2349, 14-30=-1633/2349,13-14=-2074/2679, LOAD CASE(S) 12-13=-2074/2679,10-12=-2073/2682 Standard I ariy.ntl>•nt�u,ttt:,tntiiia ursk,s.n3^'s<i3uitlassernn;nJiilStilcullv+�^tsieE%s,Iesuiir6aYratt�f�p�nnfwlNl.�ftlnflitpm3m �g�tc;'oimlmtl�ltit>�qrtltstxaskeilti�.t�e�tire�t;,tmt! etisa:rii pitilntetmrgidn kglits/prSerWnlefdt Af Itngtign.e(.a.51eulrtipevy n.rdnegrD"7gn:Wie�tar�xttajnCvixrl nga•mgreslociah Stltinei 2e weTmii rex.��dloc mr.Ftrrili rot<u�ul. t,ttl td�s.tansrm. W nedmf tires lsil@ ssntn riC dtaC.xrk C•m Sa+ntrhd "nDe kdtm�Kietr,03.r d,lAht R_-nr i!(dnt lwdkit >Hrnt rst ddht IDg le rrun�dntr sca{ n: fi�rte*atr t3du e: nanrd: An[ticny- Tombo IIt,;P.E. ' 80 441 � 0 3 .. ' �'tilfr:f as mOt2'tdtr lNntesl Wi9flg'd$t i1[G(H Irrld sdht WtE(6t0ii#I SttpI:I1461W(IISIIi•i�lill Tr 15&lnfleln IW(rymdpLlGL IFlltdmiM1.ny t�l5t ldSifdA!sU•tnn,Tiris t,, stir inssYmhdutfukss t Se Blvd, t1M-�rMIWWI f gniegrpd!rite ndgirta rsntfn t(tl,lkGr skcp[tlanul7l nri.iu,Orilry xL ssSrnts E+imad liAllt!}I�R�rFll lrS Ol fiddntl6rIF1H }� T 1 S r�•- - - Fort:Pierce,Fl.,;34446 • (oppight,�7pl6A;ll:atfmsleir,AyhnnyiTcmSall(,P.FRepmdoni�ylt6udntumeetjnauykrm,icploh2ii.Cd,wtlEeott�eigmenpelmfllin.keg:4diaoiT@ssiL.,Am�onYLT?eSolltP.f. i r Job Truss----]Truss Type qty ply s XCAS5512CB A08 Roof Special 1 1 A0083484 Job Refere�(ooption�al) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:52 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-ikyag8NhKZjLz528TEnDa3EztmVapFLTEz3xdyiK5D r1-6-q 5-7-12 6-11-1,2 10-7-13 17-0-12 18-10-020-7-4 27-0-0 [ 36-4-0 37 10� 1-0-0 5-712 1-4 3-81 6-4-15 1-9-4 1-9-0 6-5-0 9-3-12 3x6 11 4x6= 3x8 MT20HS; Dead Load Defl.=1/2 in 7 8 9 5x10 MT20HS- 5x6= 3x4 5.00 12 5x6� 6 10 4 0 N 4x6 VW1 WS M W5 r, 3x8 1.5x4112 3 2 11 1.5x4 11 0 1 13 12 0 Im 19 18 17 16 15 14 3x4= 4x6= 3x8= 4x6= 1.5z4 11 5x6 11 4x6 II 3x4 5-7-12 10-7-13 17-0-12 18-10-02__ 6-5-0 9-3-12 Plate Offsets(X,Y)— [2:0-3-7,0-0-11,[7:0-3-12,0-2-81,[10:0-5-0 0-3-01 [12:0-3-11 0-1-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.36 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.73 16-18 >593 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:191 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except' T2,T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-19=200812567,18-19=-2491/3134, B2:2x4 SP No.2 17-18=-2200/2845,16-17=-2200/2845, WEBS 2x4 SP No.3 15-16=-2108/2688,14-15=-2108/2688, OTHERS 2x4 SP No.3 12-14=-2106/2691 SLIDER WEBS Left 2x6 SP No.2 2-3-0, 4-19=-865/1121,5-19=-1271/1095, Right 2x4 SP No.3 1-6-0 5-18=-374/386,6-1 8=-1 841479, BRACING- 6-16=-983/1000,10-16=-842/889, TOP CHORD 10-14=0/330,8-16=-782/985 Structural wood sheathing directly applied or 2-2-0 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-11-3 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 Row at midpt 6-16,10-16 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; MiTek recommends that Stabilizers and required Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation uide. exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 - 2 = 1756/0-8-0 (min.0-2-1) 3)Provide adequate drainage to prevent water 12 = 1724/0-6-0 (min.0-2-1) ponding. Max Horz 4)All plates are MT20 plates unless otherwise 2 = 164(LC 12) indicated. Max Uplift 5)Plates checked for a plus or minus 0 degree 2 = -698(LC 12) rotation about its center. 12 = -671(LC 13) 6)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 2 = 1756(LC 1) loads. 12 = 1724(LC 1) 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 698 lb uplift at 2-3=-595/365,3-4=-2892/2495, joint 2 and 671 lb uplift at joint 12. 4-5=-2627/2380,5-6=-3100/2758, 6-7=-2249/2070,7-8=-1999/2025, 8-9=-1999/2025,9-10=-225312079, LOAD CASE(S) 10-11=-3034/2589,11-12=-956/0 Standard BOT CHORD 2-19=-2008/2567,18-1 9=-2491/3134, 17-18=-220012845,16-17=-2200/2845, 15-16=-210812688,14-15=-2108/2688, NnyFI •�eneillrxiu he 1'liCst DEStSF'SF ri„sEilA(r7U56�IC'Ilcti(CSiCYj Wrri.UCC61E('�IF1r 6nleirts tnp ramiwrs sd rxlwRroses rnuhsg6 ur;IP:,otitie YiixrlTssk Oi;r_4ix �fleeiEAxsn!_&1ns Cn.isereelaGe ltO;ulj Ai7irmeQr lfehs-all ixss timel00ahsdA lsiin sOnmi Gim•x(iu Siewhrfipse be�.TrlCt4 eum mmgC+storik nrl v;u Ifl tyosdE4aahlruirdfhe to l i��nSnH IDI', If x(14i.jie h11P-'Fes,Ixni udrux.samSi Anthch'�T.TumbOIIT-P.E. ai:uds- rr iFruui mr r:t+u;arc wpm sAxuxgesnn:kdfei n ;An:rxk(da rt.:erac r�rFn(alc:rrdwmr r:gpddih.waidifitJ vat:c,.e,.ruiFslaynx i.a:xrCwuttruiSs4CF o:q_,7unta Y 80083., ' Oef•7Nips srnlidily lAxhss s6eM10 sd pv irceusslis3uespta4Stxi GrpwdSfeylh k^i�ilfptdfi:kll FPWSrJ xiriMsvf(xi�ud p+'rr.�IM1l t3xs A.r rtgnstrl�rs xl:9isdR(ns0mp, ;Tiii-ii6 xxNlnss Ys.hdnx�ukis U ekMssl hufksrw,rtpryxrynk igl!i7 ryuet unlnA ilgiry sOrsp F,gmesrhWTfitullurani�nr xlios Stke(i w+'s ,,�rl,..an,- •-- 4i5i St kleilYa. G ihl�_1016 A,IfolLes3xs-,Art hnn TTm'c116 P.f;Rt codonis it hisd��ument;igan tocm,is ioh5ie! ryWlNxa,n�sd�dmml. • FoitPierce;FL'34446 PP9 Y r y p wuhoutrhesnine,'npei®nsmaho„mAllotUGSgC.AethoeYLTomhell(,P.E Job Truss Truss Type Qty Ply A0083485 XCAS5512C8 A09 Roof Special 1 1 jl Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:53 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-AxWytUOK5srCbFdK1 yIS7HnAXAgVYflcTdoV N9yiK5C 19-5-8 1-0- 4-6-0 10 10-7-11 111-2-8 18 1 27-0-4 36A-0 ,. 7-10 1-6 4-0-0 -4 4-9-11 7-6-13 0-7-877$ 7-0-12 9-3-12 1-6 TO,I Dead Load Defl.=7/16 in 3x8 MT20HS= 3x8= T. 8 9 5x10 MT20HS-- 5x6= 3x4 5.00 12 5x6 11 6 110 4x6 3 ao HW1 4 WS V 5 W5 3x8 r 1.5x4 II 11 1.5x4 II 2 1 12 13 Imo 19 18 17 16 15 14 5x6 II 4x6 11 3x4= 4x6= 3x8= 4x6= 1.5x4 11 3x4= 4-6-0 10-7-11 18-10-0 27-0 4 ; 36 4-0 4 6-1-11 8-2-5 8-2-4 9-3-12 1 Plate Offsets(X,Y)— [2:0-3-7,0-0-1),[7:0-4-0,0-1-12),[10:0-5-0,0-3-01,[12:0-3-11,0-0-15) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.28 18-19 1::-999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.58 16-18 >758 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.18 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:192 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except' T2,T4:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30'Except- 2-19=-1973/2505,18-19=-2636/3254, B2:2x4 SP No.2 17-18=-2261/2881,16-17=-2261/2881, WEBS 2x4 SP No.3 15-16=-2150/2708,14-15=-2150/2708, OTHERS 2x4 SP No.3 12-14=-2148/2711 SLIDER WEBS Left 2x6 SP No.2 2-3-0, 4-19=-990/1228,5-18=-428/443, Right 2x4 SP No.3 1-6-0 6-18=-128/454,6-16=-1068/1115, BRACING- 10-16=-910/981,10-14=0/323, TOP CHORD 5-19=-1433/1294,8-16=-884/1070 !' Structural wood sheathing directly applied or 3-1-9 cc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered j Rigid ceiling directly applied or 2-2-0 cc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 Row at midpt 6-16,10-16 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;p MiTek recommends that Stabilizers and required Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right li accordance with Stabilizer Installation guide. exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 2 = 1756/0-8-0 (min.0-2-1) 3)Provide adequate drainage to prevent water 12 = 1724/0-6-0 (min.0-2-1) ponding. !; Max Horz 4)All plates are MT20 plates unless otherwise 2 = 175(LC 12) indicated. Max Uplift 5)Plates checked for a plus or minus 0 degree 2 = -710(LC 12) rotation about its center. 12 = -683(LC 13) 6)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live ! 2 = 1756(LC 1) loads. 12 = 1724(LC 1) 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a I FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between thel Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 710 lb uplift at 2-3=-588/423,3-4=-2836/2456, joint 2 and 683 lb uplift at joint 12. 4-5=-2585/2320,5-6=-3145/2798, 6-7=-2221/2061,7-8=-1948/2032, 8-9=1948/2032,9-10=-2222/2068, LOAD CASE(S) r 10-11=-3050/2628,11-12=-1006/93 Standard BOT CHORD 2-19=-1973/2505,18-19=-2636/3254, 17-18=-226112881,16-17=-2261/2881, I. 15-16=-215012708,14-15=-2150/2708, '9nvr Flmafl+nerltrreev to A110 E71659s4 T'�arr3ll l0Af 6.�F0,�C,[S(4fICYjit(f :BU:NI[E4Y[Il'Iaa�irtdlkmrnadntWrnlr� Sis rnuB,ip7rt�(1}aali41mAj11ak tlyrf 4krw[Sknklat.uIdnsla sslda6e l40,u1r . WTii®eamrdetssuli likddrAe7r9nli,dl lseLnsD:sgG�[.e SrimRrby�t nev_d..1Tu 4euttla rt de,rdt:llnd�.,otMyresped�trAt 4syeei,Af sup tma+ycr�dIW dr atrtir4l,ixaun r>va�t�sr dens:sind�or :MthoriyT 7ornb0 TII7.P.E: n/nedms s brtyij�fArrl Ater w.iejdb C.t`n,AeC.m ssxl sdN sjrLn etrnTtsrHn�uti�u4e ud IdAt O:;&6C Ito 71e 1!3hyasrpeul lttriau . , 4drthm0PJh_6_!hd1r4 lvsla7Gernd zal lrFi�,yimdd�iD0•l a/fe8a dA trs-s ad eryfadaDy svhrt-�,t;ljis tsh aa"orfnscs,5d11 4x ma idAt d, 4451 St LudO:Blvd, rtknis Wa7r tsanai- ude uk t 'euldntls7rF1 . G s h1,�901 A�1 ReerLasse;-Anfh naJsT nSc(P.E;Re sodod eaidisdargmeetyq'an farm ss tohiEitzd wdtn tt6e`miiienr®Nsiaetre®A IiaoQmsses:,�efioA T.7e .Fod;Fterce,fL.;J9946 JF ) Y PXC Truss Truss Type q pl ty Y AS5512CB A10G Roof Special Girder 1 1 A0083486 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:54 2017 Page 1 I D:dYwLuKW3rb WAGKsFhM Wafyykfa8-e74K5gOysA_3DPCWbfphfUJJ3ZCaHDMmiHY2wcyiKSB 11 4 2-6-0 310-0 8-2-15 16-4-0 21-4-0 29-5-0 36-4-0 4710-0 1 G 0 2 6 0 1 4 d 4 5-0 8-1-1 5-0-0 8-1-0 6-11-0 1-6-0 5x6= Dead Load Defl.=7/16 in 5x8= Td 7 8 T 3x4 5x6 5.00 F12 6 9 0 5x6=5x6= 4x6*{W 5 5 3x6 1.5z4 II 3 W3 10 1 2 1.5x4 II 11 0 12 to 19 18 17 16 15 14 13 4x6 II 3x4= 3x4= 4x6= 3x8= 3x4= 4x6= 1.5x4 11 5x6 11 2 6-0 8-2-15 16-4-0 21 4-0 29-5-0 36�-0 2-6-0 5-9-0 8-1-1 5-0-0 8-1-0 6-11-0 Plate Offsets(X,Y)— [2:0-3-15,0-0-11,[4:0-3-0 0-2-4),[7:0-3-0 0-24] [8:0-5-12 0-2-8) [9:0-3-0 0-3-0) [11:0-4-3 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.65 13-15 >675 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:203 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* TV&2x4 SP M 30,T5:2x4 SP M 31 WEBS BOT CHORD 2x4 SP M 30 4-19=-433/1302,5-18=-264/164, Standard WEBS 2x4 SP No.3 6-18=01390,6-16=-1079/638, Concentrated Loads(lb) OTHERS 2x4 SP No.3 7-16=-141/530,8-15=-138/481, Vert:19=3(B) SLIDER 9-15=-748/518,9-13=0/252, Left 2x6 SP No.2 2-0-0, 5-19=-1818/687 Right 2x4 SP No.3 1-6-0 • BRACING- NOTES- TOP CHORD 1)Unbalanced roof live loads have been considered Structural wood sheathing directly applied. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 6-3-5 oc bracing. Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; WEBS Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); 1 Row at midpt 6-16,9-15 cantilever left and right exposed;Lumber DOL=1.60 MiTek recommends that Stabilizers and required plate grip DOL=1.60 cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water accordance with Stabilizer Installation guide. ponding. 4)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 2 = 1753/0-8-0 (min.0-2-1) 5)This truss has been designed for a 10.0 psf bottom 11 = 1724/0-6-0 (min.0-2-1) chord live load nonconcurrent with any other live Max Harz loads. 2 = 157(LC 27) 6)'This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 2 = -691(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 11 = -664(LC 9) bottom chord and any other members. Max Grav 7)Provide mechanical connection(by others)of truss 2 = 1753(LC 1) to bearing plate capable of withstanding 691 lb uplift at 11 = 1724(LC 1) joint 2 and 664 lb uplift at joint 11. 8)Hanger(s)or other connection device(s)shall be FORCES. (lb) provided sufficient to support concentrated load(s)57 Max.Comp./Max.Ten.-All forces 250(lb)or less except lb down and 61 lb up at 2-6-0 on top chord,and 70 lb when shown. down and 3 lb up at 2-6-0 on bottom chord. The TOP CHORD design/selection of such connection device(s)is the 2-3=-487/202,3-4=-2498/939, responsibility of others. 4-5=-2267/869,5-6=-3462/1287, 9)In the LOAD CASE(S)section,loads applied to the 6-7=-2485/881,7-8=-2193/884, face of the truss are noted as front(F)or back(B). 8-9=-2453/873,9-10=-3151/1145, 10-11=-987/248 BOT CHORD LOAD CASE(S) 2-19=-885/2134,18-19=-1370/3435, Standard 17-18=-1214/3187,16-17=-1214/3187, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 15-16=-556/2169,14-15=-924/2826, Plate Increase=1.25 13-14=-924/2826,11-13=-921/2828 Uniform Loads(plf) WEBS Vert:1-4=-70,4-5=-70,5-7=-70,7-8=-70,8-12=-70, 4-19=-433/1302,5-18=-264/164, 22-28=-20 vinu3 Ftnun nestirreru he r110-➢e[S 119 E[31[r[tUS60RC71JiS[i1fiCY{ICra lifkfi76[IwWkT[anfrBs kip Wn�„srd iesl 2 I me ip Brt mr�GC{QWnt rdf rlTsie Ovt irk nSWitdge ni¢AresdM.ise r�ImGe ICC,,dr pd,roaarld,,cxllk,s rgrm<mou_t,>tt a 7,o.e[y�.�{,.triJ,tr,GN a,�I perm;irleumm,�, ,amrri.nintlaS u� yvcuurw&Imp dtur/,.rre,r1m.3 n.mumv Wrctnl.Nwtpus.9Pa,,uarsa�„ew+e. .Anthony?T&rib-I 11,P.E. ul ntdl4 „Ix mrr.i.Vkd Wi p --�,deeC tsC n efi aq,tn ww6jo g;u7 rsd,d d h,Cr;h,B(d&hod7�7Cq sid ui 1F}[Re_ytnid{h,ma 1 jfied dntr s'sd,Ey Fs Ter sicq'nshl awal Lacy sShcf te. r,ci>dnjd ' ner.Cr7avgxratOd:i9 rear s',.t.e10^,IBepmaui,lped ,drurasra, dst,[iar �ap[ypas:etnr�i„rss.[ruan e1lMrysdpih,•,.![FIeSx,n', .a,nm,,rtnisAlhl,iCpsna,insCe." 80083 N. nq;,n.,:tinssr,zdaa�a,Wa„ gg51.St Lude.614 !Hems IehxrY!ghui rydtl 1 s.,riaq l!ii rlNe,l Ay.lN lrn 0„ Ggne<fn{71h t Il4r atl}rr x7,n,5ntea[�Mm,'Qtr lCq-.dll i,radl,N'ma,n,{dd s/m[tVl eappig6tjD1016lJAttitrassts Acihayfi�mScdl,P.F. Fort Pierce;FL 34446.Rep,aiotfixalthisiemmteCinenyM,mspith�gedwnhau[ihevrfithpel®usiaalreo6�liatt,esuiiAnthtuyiTtcSdIl[p.t, 1 ; Job Truss Truss Type Qty PIY XCAS5512CB A11 Hip 1 1 A0083487 Job Reference o lional Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Thu Aug 31 13:53:54 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-e74K5gOysA_3DPCWbfphfUJ KWZBfHDKmiHY2wcyiK5B 6-10-15 13-0-0 22-0-0 28-1-1 35-0-0 a6-61 6-10-15 6-1-1 9-M 6-1-1 6-10-15 16-0 5x10 MT20HS= Dead Load Defl.=7116 in 5x10 MT20H5= 01 5.00 12 4 5 3x4 3x4 3 W4 6 2 0 4x6 3x6-- 7 8 1.5x4 II 0 1 I, g o Rl LZ I Io 15 14 13 27 12 11 10 5x6 11 1.5x4 11 4x6= 3x8= 1.5x4 11 5x6 11 3x4= 4x6= 6-10-15 13-0-0 22-0-0 8-1-1�' 35-0-0 6-10-15 6-1-1 9-0-0 6-1-1 6-10-15 Plate Offsets(X,Y)— [1:0-24,0-0-5],[4:0-7-0,0-2-4],[8:0-3-11,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) ;I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.25 13-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.60 12-13 >699 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:180 Ib FT=O% LUMBER- TOP CHORD 2x4 SP M 30*Except` T2:2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 1-15=-2014/2547,14-15=-2014/2547, B2:2x4 SP No.2 13-14=-2014/2547,13-27=-1551/2227, WEBS 2x4 SP No.3 12-27=-1551/2227,11-12=-2105/2659, OTHERS 2x4 SP No.3 10-11=-2105/2659,8-10=-2105/2659 " SLIDER WEBS Left 2x6 SP No.2 2-3-0, 3-13=423/529,4-13=-179/463, Right 2x4 SP No.3 1-6-0 5-12=-207/490,6-12=-537/615 - BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 2-2-0 oc 1)Unbalanced roof live loads have been considered purlins. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 4-0-7 oc bracing. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 4-12 and C-C Exterior(2)zone;cantilever left and right I MiTek recommends that Stabilizers and required exposed;C-C for members and forces&MWFRS for cross bracing be installed during truss erection,in reactions shown;Lumber DOL=1.60 plate grip 11 accordance with Stabilizer Installation guide. DOL=1.60 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 1 = 1588/0-8-0 (min.0-1-14) 4)All plates are MT20 plates unless otherwise 8 = 1667/0-6-0 (min.0-1-15) indicated. -Max Horz 5)Plates checked for a plus or minus 0 degree 1 = -155(LC 17) rotation about its center. Max Uplift 6)This truss has been designed for a 10.0 psf bottom 1 = -572(LC 12) chord live load nonconcurrent with any other live 8 = -624(LC 13) loads. Max Grav 7 9 'This truss has been designed for a live load of 1 = 1588(LC 1) 20.Opsf on the bottom chord in all areas where a 8 = 1667(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= FORCES. (lb) 10.Opsf. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 572 lb uplift at TOP CHORD joint 1 and 624 lb uplift at joint 8. 1-2=-610/457,2-3=-2856/2455, 3-4=-2457/2183,4-5=-2245/2153, 5-6=-2496/2202,6-7=-2975/2534, LOAD CASE(S) 7-8=-934/499 Standard BOT CHORD 1-1 5=-2014/2547,14-15=-2014/2547, 13-14=-2014/2547,13-27=-155112227, 12-27=-155112227,11-12=-2105/2659, 10-11=-2105/2659,8-10=-2105/2659 vmvT Finn I quyre.¢&lIIU c7iEi�,s r5[i71i'ndl6 emnawas{asrrus'tdr3jtaehitin-.ri[ir Ern-lr.'d,Mp�ans uiinld• bifn:ship Cn q�iC)ii!&s rt6oi11�ti,r W xn3keitdo n.:.Weue�,.su rtll 6e IBO;nIi �iETsimane pens{W lislixT.�'70n1e,d41u TmsOi "-[,seaixfssru lr.6yx�'e s� wjm sv<um sn do xd:u i�; u'+�'Rb' i�"+i d0,u>f6r rr snrutvamr�mt T asrp eaq s. +t,edm¢, ar Mthcry7 Tomtio'111R_E.. olndFis 4r,eryli�l§rq,M1e mt :imdmCnn t�C`�rtsc9sNet.te3ri n,Mirm30n�xr Ntte ueeldri H'-tl,6(,d1rt lv¢I L.IA i idWllNrepmddAsf00 i,ry G.d dtl ;nsedC�6enis;ni;4firab+~dfi?�ifi n'-N.tS?�(tl. 80083..... .r°t �+ s,•, Fs' _, ii �R+, ��i r rp P, .,m.N. alt<ti'ef aa.h+vhsna,ii».,CaR�.h,;.erwins,Omt+lnn,nku i 44515L Ludo Blvd, : ' 6s fe! Gs cl lisPidn tAer(es se peo,10 rR�'iRGdet 1 ,rincs rtfie G mS:Crolds amo IlS .[6d;.a li r5E`J srsleln sth :ra��[f4ledos�R,te nsdfib, -_ iUal.n(�nn(gnairyMqu t.-_r.alr�n,5.s q[,hN.inin saspGtsn nEliRil lutDnTar xL ss S.us reNadssTtr;iliry:IN aretlusl e,a,nesslAH_1tFL f :�494fi (o ,ht�1016A�li ei Losses;Aci6on fis'otl[,'P,FBe,aduUiblt6s dnnmteyin un torm,icioh2ilzdwdEgotSligivihl9 nunsia6f{cmAliaotfmsst3=Aithooyld 'Foit Pie ce;FL:'.. . r Job Truss Truss Type qty Ply XCAS5512CB Al2 Hip 1 1 A0083488 Fnce o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:55 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-6Jei19PadU6wgZnj9MKwCisUgzaUOenvwxHbS2yiK5A -1 6-0 1 -00 7-1-8 11-0-0 17-" 24-0-0 27-1,11 35-0-0 7-1-8 3-10-8 6-0-0 6-6-0 3-10 8 7-1-8 5x8= 1.5x4 II 5x8 Dead Load Defl.=5116 in = 5.00 1 5 6-2 7 1.5x4� 1.5x4 i �¢ 4 8 I 4x6 3 3x6 1.5x4 II 2 9 1Pt I i('2„ 10 ,o_ 15 14 13 12 11 4x6= 3x8= 3x4= 5x8 11 4x8 I 3x4= 4x6= 11-0-0 17 6-0 24-0-0 35-0-0 11-0-0 6 6-0 fi 6-0 11-0-0 Plate Offsets(X,Y)— [2:0-4-3,Edge],(5:0-5-12,0-2-8),[7:0-5-12,0-2-8),[10:0-4-3,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.30 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.63 11-19 >667 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:178 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30`Except` T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30`Except' 4-15=-256/409,5-15=-137/386, B2:2x4 SP No.2 5-13=-505/658,6-13=-517/598, WEBS 2x4 SP No.3 7-13=442/604,7-11=-223/459, OTHERS 2x4 SP No.3 8-11=-356/533 SLIDER Left 2x6 SP No.2 2-3-0, NOTES- ' Right 2x4 SP No.3 1-6-0 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 2-2-0 oc Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; purlins. Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BOT CHORD and C-C Exterior(2)zone;cantilever left and right Rigid ceiling directly applied or 4-4-5 oc bracing. exposed;C-C for members'and forces&MWFRS for MiTek recommends that Stabilizers and required reactions shown;Lumber DOL=1.60 plate grip cross bracing be installed during truss erection,in DOL=1.60 accordance with Stabilizer Installation guide. 3)Provide adequate drainage to prevent water ponding. REACTIONS. (lb/size) 4)Plates checked for a plus or minus 0 degree 10 = 1557/Mechanical rotation about its center. 2 = 1698/0-8-0 (min.0-2-0) 5)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 136(LC 16) loads. Max Uplift 6)'This truss has been designed for a live load of 10 = -551(LC 8) 20.Opsf on the bottom chord in all areas where a - 2 = -659(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 10 = 1557(LC 1) 7)Refer to girder(s)for truss to truss connections. 2 = 1698(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 551 lb uplift at FORCES. (lb) joint 10 and 659 lb uplift at joint 2. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-698/69,34=-2807/2419, Standard 4-5=-2562/2237,5-6=-2784/2544, 6-7=-2784/2544,7-8=-2641/2294, 8-9=-2956/2537,9-1 0=-1 354/370 BOT CHORD 2-15=-2013/2492,14-15=-1697/2345, 13-14=-1697/2345,12-13=-1740/2398, 11-12=-1740/2398,10-11=-2152/2643 WEBS 4-15=-256/409,5-15=137/386, 5-13=-505/658,6-13=-517/598, 11-9 rlanU.,01,I—W4.16s11051Sriffil 031L110 JWri'mai RNU)i Wtr;Dwarhm.ierfihge tnwrYn rsFreeEnlnn[ri;rtn[ispar.i116N relk i�srgl.:¢3s OLL Iderre Sdrelkhrt cr.tlKeu rSn•rse sTelaOn[rD,rrlr /�:e;rerXrlYrs.a^^-lr nr;ln to @tx;,lrld r r-s u;�FryNr y+,r,Slrnht5rsi rx_y rrf:n M10,W.&fn-pn,i It,nhs;euis iniOrr.Fns3+4Y W hr f0pNfx tinjhI'm igQlwhIN df'.m itfl.Ilrk+,irn;arbrt;..n?3+]RUCats.L*,MIrt! sEmdN to 4rn.tlfnjntbrr,µ¢;u�+lde xrr,�c.ii;i¢awimq�nnriahlk.f�n;urx men 3�.3se(wnaras,:rpi;d r�1n�raaPnecn 1,��dn��iu.ra�r;r�l�m w'+h�-nw�f:¢�1sc!r wntih.� Anthony T.Tocitioati,P;E. ' 4rtd u!(:mp5r11ssis}Crgn@rrS�tx - :. 600t33 aq pt �vit�pA,hrs,rmt t¢� msattisa mriarrmu>;hih MmSP.lpnda:edkrlydgd n to ln¢n4Srr:� mind can[is . ,it;GcGs a[quTteirRssr>reanq.ngsc 43515t ude Blvd, :4natis 7s t¢iltehr¢cgrtl yrFnri:erlli dirmrs IH..lhri ss7 sip+hluris.A11>Eerr-tq:niyrrplm rurnf¢pierxdml tie!{u uin nlnz.muheelnirN„ fGit Piett,FC,3»945 Gjyrijil 02016A 1 N6o mists-A¢Iheg1.16mhn III,p.E�pr¢dhu¢noffdisd¢c¢toteL in aiiyf su,IS pr¢h:bittd.Ohc¢!l5t vrinenptimrsii¢¢homA-1 toot lrrises-Amht¢rLT¢chaN:P.E: 1 I' Job Truss Truss Type Qty Ply XCAS5512CB A13 Hip 1 1 A0083489 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:55 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-6Jei19PadU6wgZnj9MKwCisUczXdOhQvwxHbS2yiK5A --":-,0, 9-M 17-6-0 26-M 35-0-0 9-0-0 8-6-0 8-6-0 9-0-0 Dead Load Defi.=7116 in 5x8= 5x10 MT20HS= 5x10 MT20HS= 5.00 rl2 4 5 6 4x6 I, 3x6 v 3 7 `I 1.5x4 II 2 8 o: 1 'm 6. 13 12 11 0 9 4x8 11 1.5x4 II 46= 3x8— 46= 1,5x4 II 48 it 9-0-0 17-6-0 26-0-0 35-0-0 9-0-0 8-6-0 8-6-0 9-0-0 Plate Offsets(X Y)— 12:0-4-3 Edge] [4:0-5-8 0-2-0] [5:0-5-0 0-3-0] [6:0-7-0 0-2-4] [8:0-4-3 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.28 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.68 11-13 >615 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:162 lb FT=0% LUMBER- it TOP CHORD 2x4 SP M 31`Except` T3:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 30`Except` 4-13=0/304,4-11=-826/1165, B2:2x4 SP No.2 5-11=-694/763,6-11=-711/1074, WEBS 2x4 SP No.3 6-9=0/333 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-3-0, 1)Unbalanced roof live loads have been considered Right 2x4 SP No.3 1-6-0 for this design. BRACING- 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) TOP CHORD Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;C Structural wood sheathing directly applied. Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)' BOT CHORD and C-C Exterior(2)zone;cantilever left and right Rigid ceiling directly applied or 4-1-10 oc bracing. exposed;C-C for members and forces&MWFRS for;,. WEBS reactions shown;Lumber DOL=1.60 plate grip 1 Row at midpt 4-11,6-11 DOL=1.60 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water l cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)All plates are MT20 plates unless otherwise indicated. REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree 8 = 1557/Mechanical rotation about its center. 2 = 1698/0-8-0 (min.0-2-0) 6)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 117(LC 16) loads. Max Uplift 7) This truss has been designed for a live load of 8 = -583(LC 8) 20.Opsf on the bottom chord in all areas where a 2 = -692(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 8 = 1557(LC 1) 8)Refer to girder(s)for truss to truss connections. 2 = 1698(LC 1) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 583 lb uplift let FORCES. (lb) joint 8 and 692 lb uplift at joint 2. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-557/24,3-4=-2805/2294, Standard 4-5=-3417/2968,5-6=-3417/2968, 6-7=-2914/2371,7-8=-999/28 BOT CHORD 2-13=-1871/2481,12-13=-1868/2486, 11-12=-1868/2486,10-11=-1958/2589, 9-10=-1958/2589,8-9=-1959/2583 WEBS 4-13=0/304,4-11=-826/1165, 5-11=-694/763,6-11=-711/1074, 6°y flrn: n}^'!r n!irrlk 41r ritUSG''1@!?i'}blNlrftM.E(C�fJ rC">zf, 1s11�.R:Vgnl;[F;:.BGy Mi'lim i° hcp! .nYir¢tittf d snRt rtnC y.Em rtltt nlur l�Ikgi apz 6612rdr.{rr Skglehrc+u,4Yru�xii�t,i:.lwta;t-0,ufj xi{1:xa.�pisn dl7ka1d4+ae l[$tii,n5d A tr:r inipf lt(°e°Ft. eEhrrRneNpf.;fttnery,tpP iKn YfnCS(Ie41dC id,ltiinl%{i n+Jtt rlt iil2f 14W{tNri1{5r 5�rHt>5{Iro�i[6t([fl ub rNE ml,3Y1t.q-n4�+1 _Is�t] .r.sk s�r+ian _,p,;r onyT Tombo 11T.,''P,:E:� zi"°dru:r bn..irlsumnr,, drKa.era C,i�tsr °dgmnn,kt ry�K,6rxaxndrsrrcaaiadurv=�r,aar�l r>.q�iadntl ocdu�,d{grdsr lm„awrsmr}e,>ror.wat[eris.r stra r„ps+,�.�; :.a8uCi83 . 1crt°pro[tta s�,x,r:a1®n,rancwp�u°{rdandaw un sd e«amngar,Esc+4[rliwse���r �esnr ,a;lnh�sAee.rebirelkeith,r3sPes ,Nc&ofalxnn_tT lz�vnRNui 4451StCUGeBIV[1. thro intraiigulRrgern3cil�rHrm°and N.,�ii s,9 N}�G;ae<r i]I to tfis lLtiipK ri tlr hu5jet dm5a°i�,lSegitu lmsimui`uratr4l, FoiF?ierce,Ff:,3494C*: ,Cgpyn itl9.ROlbp;loaflmr:is;Ani6iey l.leinbn lll,P.G rtpmdutfioa of ihs dam:oteL in iris[a,c,UprnESAiA:06ae;ihirritlep petmissict hDq Ar torsi intseT�AifEcayl la%5o I1LP.E r Job Truss Truss Type Qty ply } XCAS5512CB A14G ::: HIP GIRDER 1A0083490 �2J.bRLferen �fqplignph Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Thu Aug 31 13:53:57 2017 Page 1 I D:dYwLu KW 3 rb WAG Ks Fh M W afyykfa 8-2 itTjrRg95 Md4tx5G n M O H7xrAnBh U V4 CO Fm i WxyiK58 ri-6-Q 7-0-0 14-0-9 20-11-7 28-0-0 35 0-0 1-0 0 7 0-0 7-0-9 6-10-13 7-0-9 7-0-0 NAILED NAILED NAILED Special NAILED NAILED Dead Load Dell.=5/8 in 5x8= NAILED NAILED 5.00 F12 NAI ED 1.5x4 JI4x6= NAI ED 3x8= NAI ED 5x69 50 6 1 2 7 33 34 35 8 36 4x4 3x4 4x4 1.5x4 11 9 3x4 O 1 18t2: 10 .o 16 37 38 15 39 14 40 41 42 13 12 43 44 11 45 46 47 5x6 11 1.5x4 11 4x6= 3x8= NAILED 1.5x4 11 3x4= JUS24 JUS24 5x6 I1 SpeciatNAILED NAILED NAILED 5x6 WB= JUS24 NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 14-0-9 20-11-7 28-M 35-0-0 7-0-0 7-0-9 6-10-13 7-0-9 7-0-0 Plate Offsets(X,Y)- [2:0-3-15 0-0-9],[4:0-5-12 0-2-81 [6:0-3-0 Edge] [8:0-3-0 0-2-4] [10:0-3-11 0-1-3] [14:0-2-12 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.55 13-14 >768 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.90 13-14 >464 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:349 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except' 9)'This truss has been designed for a live load of BOT CHORD 2xx44 SP M T 2x4 0 M 30 BOT CHORD 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No..33 37-38=-3210/5756,15-38=-3210/5756,S 2-16=-3206/5736,16-37=-3210/5756, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 15-39=-3210/5756,14-39=-3210/5756, bottom chord and any other members. SLIDER 14-40=5047/9019,40-41=-5047/9019, 10)Refer to girder(s)for truss to truss connections. Left 2x6 SP No.2 3-3-0, 41-42=-5047/9019,13-42=-5047/9019, 11)Provide mechanical connection(by others)of truss Right 2x4 SP No.3 3-3-0 12-13=-5047/9019,12-43=-5047/9019, to bearing plate capable of withstanding 1824 lb uplift h BRACING- 43-44=-5047/9019,11-44=-5047/9019, at joint 10 and 1830 lb uplift at joint 2. TOP CHORD 11-45=-3256/6036,45-46=-3256/6036, 12)Use USP JUS24(With 1Od nails into Girder$1Od Structural wood sheathing directly applied or 4-2-15 oc 46 47=-3256/6036,10 47=-3256/6036 nails into Truss)or equivalent spaced at 2-0-0 oc max. starting at 29-0-12 from the left end to 33-0-12 to BOT CHORD 4-16=-95/645,4-14=-2087/3672, purT WEBS connect truss(es) ( ply )J7B 1 I 2x4 SP to back face of Rigid ceiling directly applied or 7-1-3 oc bracing. 5-14=-1025/848,7-13=0/635, bottom chord. 7-11=-3306/1936,8-11=-994/2024 13)Fill all nail holes where hanger is in contact with REACTIONS. (lb/size) lumber. 10 = 3440/Mechanical NOTES- 14)"NAILED"indicates 3-10d(0.148"x3')or 3-12d 2 = 3308/0-8-0 (min.0-1-15) 1)2-ply truss to be connected together with 10d (0.148"x3.25")toe-nails per NDS guidlines. Max Horz (0.131"x3")nails as follows: 15)Hanger(s)or other connection device(s)shall be 2 = 98(LC 12) Top chords connected as follows:2x4-1 row at 0-9-0 provided sufficient to support concentrated load(s)250 Max Uplift oc. lb down and 350 lb up at 7-0-0 on top chord,and 407 10 = -1824(LC 4) Bottom chords connected as follows:2x4-1 row at III down and 249 lb up at 7-0-0 on bottom chord. The, 2 = -1830(LC 4) 0-9-0 oc. design/selection of such connection device(s)is the Max Grav Webs connected as follows:2x4-1 row at 0-9-0 oc. responsibility of others. 10 = 3440(LC 1) 2)All loads are considered equally applied to all plies, 2 = 3308(LC 1) except if noted as front(F)or back(B)face in the LOAD CASE(S) LOAD CASE(S)section.Ply to ply connections have Standard FORCES. (lb) been provided to distribute only loads noted as(F)or (balanced): 1)Dead+Roof Live lanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except (B),unless otherwise indicated. Plate Increase a(ba when shown. 3)Unbalanced roof live loads have been considered Uniform Loads =1. 25 TOP CHORD for this design. Vert:1-4=-70,4-8=-70,8-10=-70,18-22=-20 2-3=-1721/959,3-4=-6371/3632, 4)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Concentrated Leads(lb) 4-28=-9028/5221,28-29=-9028/5221, Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Vert:4ntrate B)16=407(B)13=-87(B)7=-124(B) 29-30=-9028/5221,5-30=-9028/5221, Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Vert:4 -2 2(B)1 =-4 7(B)1 =-8 (B)30=7=124 5-31=-9028/5221,6-31=-9028/5221, cantilever left and right exposed;Lumber DOL=1.60 12=-31=-87( B 32=-124 6-32=-9028/5221,32-33=-9028/5221, plate grip DOL=1.60 ( ) (B)33=-124(B)34=-124(B) 7-33=-9028/5221,7-34=-6125/3434, 5)Provide adequate drainage to prevent water 35=-124(B)36=-124(B)37=-87(B)38=-87(B) 34-35=-6125/3434,35-36=-6125/3434, ponding. 39=-87(B)40=-87(B)41=-87(B)42=-87(B) 8-36=-6125/3434,8-9=-6612/3642, 6)Plate(s)atjoint(s)1,4,6,8,10,10,10,2,21 2115 43=-87(B)44=-87(B)45=-258(B)46=-258(B) 9-10=-3869/2064 16,14,5,13,11 and 7 checked for a plus or minus 0 47=-258(B) BOT CHORD degree rotation about its center. 2-16=-3206/5736,16-37=-3210/5756, 7)Plate(s)at joint(s)12 checked for a plus or minus 3 37-38=-3210/5756,15-38=-3210/5756, degree rotation about its center. , 15-39=-3210/5756,14-39=-3210/5756, 8)This truss has been designed for a 10.0 psf bottom 14-40=-5047/9019,4 0-41=-50 4 719 0 1 9, chord live load nonconcurrent with any other live 41-42=-5047/9019,13-42=-5047/9019, loads. it Pkne aw>�!tnkrfkt llr;r liU}i5 StllA'pExOltittN A(UAJtili5l!SicNj'iS�ji At1F',E,Tfu�l'Fm,rnl,hcg ictaiYu atneduistawrirtes[^ul.0 crEtGF;wlfti�gl a xiC;l.i rsea Slentehits C¢tutfrnrrse GiwRt-[ll,ul. 1 O;_A•:pi-W1,mN8to10@Nnwaillr.s,avpEgvt .' poilgfqmn„tine,w.teplWrspn,siwatepus a ,INxkwslbvItOjft:rwshLry(uh,tssgrdG,usjhi'nsry3u,dwbil�0,1 wNtIFlI,.;l,gim-imim--.6sbi brass, fivr! Antr106 zi:nNnnr u,rnwimlu�ept:;v,.,�n o e,e.c.,t:st, utt�r�nmA=,mr�,:,n;uratt�en:w s� w,vast.rr:ti r.rili rttun�a u t.o��fsat d< .:t..� pnawm ga�,ler�N�l:> ,�ettta ,u=.ai; y T.TOrt bo Ili.111.• '. :et mt,rpn 7ho tS]w,es0deht17atxr»ricsryh5 s xtntgO SdsgMacmnitAµttissip ulSLlasifirrd6rwrspfni n hsesetmpenseaswleryCMr.ss y,)aersa�rin�ssR ¢,a R;w,is 60083 ;'sn.is 4metar,rchtOsgstletwsxrtaAlj sPrea adrl,t�i asB SlpE pe,s;iAlldt krginipiccr wir.Nn�sisiet er,ak Aip;l�egasnd pre.tnult°edni&I, - 14515b ti Lue Blvd, • Fort-Plerce,Ft.3-.946 fflPYPA{12;2016 A,l lodlwisrs-Aalboq 1.limbo 111,P.L itproduoki of ibis dommem.in poplsr;ii prdibifed;nhul1h-,intu pstmissfpcfiom A.i cool lrassis!Anlho ylaarbo Ill,P.L i ti Job Truss Truss Type Qty Ply A0083491 XCAS5512CB A15G Common Girder 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Thu Aug 31 13:53:58 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-WuJrxBRSwFUUhOW IgVtdgKU?JBbxDwWMdvW F3NyiK57 1-6-0 3-0-12 5-10-0 7-1-4 11-8-0 1 6-0 3-0-12 2-9� 1-5 4 4-6-12 4x4 11 Dead Load Defl.=3/16 in 3 4x6 5.00 12 4 • Ni yy 5 2 1.5x4 II iq m tr � e e 75x6= 6 15 5x1011" MUS28 MUS28 4x8= THD28-2.. 8x14 3-0-12 5-10-0 , 7-1-4 11-" __J 3-0-12 2-9 4 1-3 4 4 6-12 Plate Offsets(X Y)— [4:0-1-12 0-1-12] [S:Edge 0-2-15] [6:0-6-4 0-2-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.13 6-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.24 6-11 >576 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:69 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2`Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP M 30 Vasd=132mph;TCDL=S.Opsf;BCDL=S:Opsf;h=25ft; BOT CHORD 2x8 SP 2400E 1.8E Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope);, WEBS 2x4 SP No.2`Except* cantilever left and right exposed;Lumber DOL=1.60 W2:2x4 SP No.3 plate grip DOL=1.60 .OTHERS 2x4 SP No.3 3)Plates checked for a plus or minus 0 degree WEDGE rotation about its center. Right:2x4 SP No:3 4)This truss has been designed for a 10.0 psf bottom BRACING- TOP CHORD chord live load nonconcurrent with any other live loads. Structural wood sheathing directly applied. to'This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 6-1-15 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabilizers and required bottom chord and any other members. cross bracing be installed during truss erection,in 6)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation guide. to bearing plate capable of withstanding 2312 lb uplift. at joint 5 and 1148 lb uplift at joint 2. REACTIONS. (lb/size) 7)Use USP THD28-2(With 16d nails into Girder& 5 = 5255/0-6-0 (min.0-4-6) 10d nails into Truss)or equivalent at 7-1-9 from the 2 = 2398/0-8-0 (min.0-2-0) left end to connect truss(es)A14G(2 ply 2x4 SP)to Max Horz front face of bottom chord. it 2 = 86(LC 12) 8)Use USP MUS28(With 10d nails into Girder&10d Max Uplift nails into Truss)or equivalent spaced at 2-0-0 oc max. 5 = -2312(LC 9) starting at 9-0-12 from the left end to 11-0-12 to 1 2 = -1148(LC 8) connect truss(es)A13(1 ply 2x4 SP),Al2(1 ply 2x41 Max Grav SP)to front face of bottom chord. 5 = 5255(LC 1) 9)Fill all nail holes where hanger is in contact with 2 = 2398(LC 1) lumber. 10)In the LOAD CASE(S)section,loads applied to the FORCES. (lb) face of the truss are noted as front(F)or back(B). Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-4800/2289,3-4=-4707/2304, Standard 4-5=-6955/3310 1)Dead+Roof Live(balanced):Lumber Increase=1!25 BOT CHORD ,Plate Increase=1.25 2-7=-2063/4355,6-7=-2979/6378, Uniform Loads(plf) 6-15=-2979/6378,5-15=-2979/6378 Vert:1-3=-70,3-5=-70,9-12=-20 WEBS Concentrated Loads(lb) 3-7=-1647/3368,4-7=-3989/1917, Vert:6=-3420(F)11=-1541(F)15=-1537(F) 4-6=-1953/4130 NOTES- 1)Unbalanced roof live loads have been considered for this design. I� 9mvr-tin fi,nu4lrreexrhe.l'il�it RCSSR(A1��'li3lli14i6[.7k01KdS(RiCY-tiR3j:Uii;a't[5Y:1T'bn'kidt.hp isetianMinln4ruIIas rnxhlY�QIP�'i:id6e kCnjl.Jrct<S;1 ua,Shsitelcr m.@1ess;3ri,n cadue�mo.vli Rdit,sesriWrsMll£ertA SelWglt rdilieTna hs :ki¢uxU+.iitorhtY�xrrte ssl noy(Mrz}ewnmrcgturlMpd-_,,nTlnyry,InnspwGM!h;3s 4vTadme sneTm iyl�Ik10C Ir drt7iFl�i�e kvp aortas,loaf dwc wf^5�_dt .:pn[hcnyT 7ombo"III,P.E: M nedS- kr_(ki9 glf�i r sc:irttdcs Cr er trtC•w safiFrvn gsSp Ee[x7rsp0l s1A,tlrrWe id6 f1;;tle laWRel xl!(pq irHa1TF41 Re rpn ddkrTCUn,ijhQi ilk, s cdtryterdy,v eYe;kshfWraeNYrtuq Z!@z mimfiiryd: �t80083 Re 6H7rsnMs�ras[iitidx Ipnhssr Mkae10 IHysf�i Iprsdcisdt>r lnlE rGsseem Ss4i�lAr ipp�l(SQlillClill mnlSl eiiiln.eiixrxxd pNvs.lMli�mstl�:nsins3rldr IliiSisARI ssD:s�wiiris b.;ih�ieare/rrn Ymd3a kir 4q�1 St LUCIs";6I4d,. ` x7rm5Ynml,IPry1+91iij..lN_i.IWN.TI txa,mri/dl IeTlFL, .. .. �rMrinrWYsllt,nnM ynrpejuRrib_xjhdt�snrdritlkinss Lora fyaegnG�I4r ialiy0ertiar, - --- �- � - F6it.Pferce;t:.L";f9446 (o ht�'1�I6A.IR eilnsses-lhiho i1.mSetl[,P,F Re soihiruolihudocument:inui term is io6ili(t{rrahootlhepifiFn nmoticitom6llocifrns as:.A shoo Lloe;lill,P.E _7_ Y. P. P Y I I i r Job Truss Truss Type pty 7Jb XCAS5512CB B01G Half Hip Girder 1 A0083492 Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:53:59 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-?5tD8XS4hicLJA5UOCPsMY1 DgaumyMrVrZFpbpyiK56 1 6-0 7-0-0 13-8-1 20-2-6 26-10-7 1-6-0 7-0-0 6-8-1 6-6-5 6-8-1 Dead Load Dell.=3/8 in 6x8= 2x4 II 6x6= 4x8= 5.00 F12 4 5 6 1N4 1.Sx4 II 2 I i 1 11 25 26 27 10 28 9 29 30 8 31 32 33 7 48= 2x4 11 3x8= 6x6= 6x8= 4x8 11 M7-0-0 13-8-1 20-2-6 26-10-7 -0 6-8-1 6-6-5 6-8-1 Plate Offsets(X,Y)— [2:0-0-4,0-0-141,[3:0-2-8,0-4-41,[5:0-3-0,0-4-81,[6:0-4-0 0-1-12) [7:Edge 0-5-8) [8:0-3-8 0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([oc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.33 10-11 >970 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.53 10-11 >604 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:174 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 31'Except' 9)Hanger(s)or other connection device(s)shall be T2:2x6 SP 2400F 2.OE,*Except* 2x6 SP No.2 BOT CHORD provided sufficient to support concentrated load(s)250 BOT CHORD 2x6 SP 2400F 2.OE'Except' 2-11=-2550/4380,,26-27-2554/4402, lb down and 350 lb up at 7-0-0,124 lb down and 186 82:2x6 SP No.2 25-26=-2554/4402,26-27=-2554/4402, lb up at 9-0-12,124 lb down and 186 lb up at 11-0-12 WEBS 2x4 SP SP No.2,W3pt* 9-28=--2554/4402,10-28=-2548/71, ,124 lb down and 186 lb up at 13-0-12,124 lb down W4:2x6 SP No.2,W3:2x4 SP M 30 9-28=-2548/4371,9-29=-2548/4371, and 186 lb up at 15-0-12,124 lb down and 186 Ito up OTHERS 2x4 SP No.3 29-30=-2548/4371,8-30=-2548/4371 at 17-0-12,124 lb down and 186 lb up at 19-0-12, WEDGE WEBS 124 lb down and 186 lb up at 21-0-12,and 124 lb Left:2x4 - No.3 3-11=-102/648,3-10=-965/1700, down and 186 lb up at 23-0-12,and 124 lb down and BRACING- 4- =-1614/118 ,6-8=-965/1649, 186 lb up at 25-0-12 on top chord,and 407 lb down TOP CHORD 5-8=-1614/1182,6-8=-2680/4620 Structural wood sheathing directly applied or 2-11-1 oc and 249 lb up at 7-0-0,108 lb down and 34 lb up at p 9-0-12,108 lb down and 34 lb up at 11-0-12,108 lb ROOT CT except end verticals. NOTES- down and 34 lb up at 13-0-12,108 lb down and 34 lb 1)Unbalanced roof live loads have been considered up at 15-0-12,108 lb down and 34 lb up at 17-0-12, Rigid ceiling directly applied or 4-7-7 oc bracing. for this design. TCD Vult=170mph(=-second gust) 108 lb down and 34 lb up at 19-0-12,108 lb down and WEBS 2)Wind:ASCE 34 lb up at 21-0-12,and 108 lb down and 34 lb up at 1 Row at midpt 6-8 Vasd=132mph; CDL=S.Opsf;BCDL=5.Opsf;h=25ft; 23-0-12,and 108 lb down and 34 lb up at 25-0-12 on MiTek recommends that Stabilizers and required Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); q bottom chord. The design/selection of such cross bracing with installed during truss erection,in cantilever left and right exposed;Lumber DOL=1.60 connection device(s)is the responsibility of others. accordance with Stabilizer Installation guide plate grip DOequate 10)In the LOAD CASE(S)section,loads applied to the 3)Provide adequate drainage to prevent water face of the truss are noted as front(F)or back(B). REACTIONS. (lb/size) ponding. 7 = 2574/Mechanical 4)Plates checked for a plus or minus 0 degree 2 = 2437/0-8-0 (min.0-2-0) rotation about its center. LOAD CASE(S) Max Horz 5)This truss has been designed for a 10.0 psf bottom Standard 2 = LC 27 209 chord live load nonconcurrent with any other live ( ) 1)Dead+Roof Live(balanced):Lumber Increase=l.�5 Max Uplift loads. Plate Increase=1.25 7 = -1489 LC 5 6)'This truss has been designed for a live load of ( ) Uniform Loads(plf) 2 = LC 4-1338 20.Opsf on the bottom chord in all areas where a ( ) Vert:1-3=-70,3-0=-70,7-13=-20 Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the Concentrated Loads(lb) bottom chord and any other members. 7 = 2574(LC 1) Vert:==-202(F)11=407(F)16=-124(F)17=-124(F) 2 = 2437(LC 1) 7)Refer togirder(s)for truss to truss connections. 18=-124(F)19=-124(F)20=-124(F)21=-124(F) 8)Providea mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 1489 lb uplift 22=-124(F)23=-124(F)24=-124(F)25=-87(F) at joint 7 and 1338 lb uplift at joint 2. 26=-87(F)27=-87(F)28=-87(F)29=-87(F)30=-87(F) Max.Comp./Max.Ten.-All forces 250(lb)or less except 1 p 1 31=-87(F)32=-87(F)33=-87(F) when shown. TOP CHORD 2-3=-4857/2722,3-16=-5850/3416, 16-17=-5852/3417,17-18=-5855/3418, 4-18=-5857/3419,4-19=-5852/3414, 19-20=-5852/3414,20-21=-5852/3414, 5-21=-5852/3414,5-22=4295/2492, 22-23=-4295/2492,23-24=-4295/2492, 6-24=-4295/2492,6-7=-2389/1472 BOT CHORD 2-11=-2550/4380,11-25=-2554/4402, Eosig 14nt�ry>{dr nekaik-Al ti'rllQSSCs''SEIIR},fiEb:LlftM t(t1AJti�tSlfAsN'I5*a11,Lari3G4�1'hm infi i,r�e lncei?v+a{neln4snRiinn[tisp:rs+rrilP[;ntkf iifetgl;h:un l�r..Idr:een SkNklen rn:CYru f3srx3t»"I n?e lED,n� g itlaa.fxgttn:N3W nNMw1[r4xn5i l rt s. k{ers a.)palry sr uefncrripDnp sts as}saze t drt vl mp r p.spntilh MlxasspALvsioilsin<rm lmwr3DN eea lBJ,ite N�g+n;*st�'-.tr+..eg uaes,s }i - Anthd yT TornI56IU P.E. salexe t MulSillysee puiturfN t ag xuur„.EmngtduNtalsg3 gsd,utM at0 L+#e�armledt ercgul di&i inUputl 6 i `fuj4dl d1t s xNudmysrteges<.Id':e erSLa s4et1 Fa.•sptt.G.J.0 a 80083 ' 3tlu`8i rape nlRedaft i1anrsel nlehtM¢t6,y�t,�setgr9r.eidttr 4,itry6'rzxaSd's.A'xamn{16PpllisY.3t! IS.(tre telein.NMgrsrelhc (e4.fnns Se rtsr t,brts 119 stMr csNs�rts.1(at dutir)sret at;rtnKttlnn n:us o§ersise!<melntseaitay}tl getpniogE+rrgrne def:._rnl ss6 st}shihrsi;FDl hek g�vmk mi.is)nhn.gia drn!eng,t;ir�rh6egx sstn t.leegmiti;l,, 4451$t;Lti Cie;Bivd. FLA Pierce;FL 34946, lipyrilti 0101A Al Aooilnssti-AalAciyl limbo 111,r•L iepidugan ofihis dasemm,to anylta;is proEbaed'.i1bed We win permissiit tiom A-1 teof laws!Aotbasyl.limbo 111,1`1 1 Job Truss Truss Type Oty PIY A0083493 XCAS5512CB B02 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. Thu Aug 31 13:53:59 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-?5tD8XS4hicLJA5UOCPsMY1 BdavjyOxVrZFpbpyiK56 1-6-0 9-0-0 17-11-4 26-10-7 1-6-0 9-M 8-11-4 8-11-4 Dead Load Defl.=1/4 in 4x8= 5x10 MT20H5= 3x8= 4 15 6 5.00 12 I I 2 Ivi W1 4x6 i 3 1.5x4 II 2 i 10 9 8 7 4x6 11 1.5x4 11 3x6= I3x10= 3x6 11 9-0-0 17-11-4 , 26-10-7 9-M 8-11-4 11 8-11-4 Plate Offsets(X Y)— [2:0-3-11,0-0-11 [4:0-5-0,0-2-01,[5:0-5-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.16 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.44 7-8 >732 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 7 n/a n/a — ° BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:135 lb FT—0/o LUMBER- 1 TOP CHORD 2x4 SP M 30 NOTES- CHORD 2x4 SP No.2 WE 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; OTHERS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)„ SLIDER and C-C Exterior(2)zone;cantilever left and right I . Left No.2 2-0-0 exposed;C-C for members and forces&MWFRS for BRACING-- reactions shown;Lumber DOL=1.60 plate grip TOP CHORD DOL=1.60 Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals. 2)Provide adequate drainage to prevent water ° BOT CHORD ponding. Rigid ceiling directly applied or 4-4-0 oc bracing. 3)All plates are MT20 plates unless otherwise WEBS indicated. 1 Row at midpt 6-8 4)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation auide. loads. 6)°This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 7 = 1183/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 132710-8-0 (min.0-1-9) bottom chord and any other members. I' Max Horz 7)Refer to girder(s)for truss to truss connections. 2 = 264(LC 12) 8)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 546 lb uplift,lat 2 = -529(LC 8LC ) joint 7 and 529 lb uplift at joint 2. Max Grav 7 = 1183(LC 1) LOAD CASE(S) 2 = 1327(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-394/0,3-4=-1977/1537, 4-5=-1 853/1552,5-6=-1 853/1552, 6-7=-1103/1009 BOT CHORD 2-1 0=-1 55411724,9-1 0=-1 552/1729, 8-9=-1552/1729 WEBS 4-10=0/327,5-8=-714/822, 6-8=-1669/1989 e rr+lt°Bs lFr�rtpSS:'>sru'0'rcioi�iftu,amrmrssstrir u^s�m};u�n.aolrrnrn:inrrrr alrur nal 9ta,�, ,. C } s .. ter ltaatYatulfaa;rtst r4sgt.n.u{'i[t uitalfisuri l:start la entA tllifut tss.�r�>:�GtraS1'L9,alj „ - .W;R:1wJc{tsss ssf k�s3lMmIEF4i°.ruil sr;..s s9pstwri�e,sfsut'r�neeteltMnny.iCCrtpnef sezurasa Di Rlhlawia{aen r•fys+vi+M fu Meesrlsdrxsnjitlrn uraelm6i F3Cs tr ais lnl.lMalgsn srrtx ir�s{n#aes,uhirm. .��jo{4yT Tot;3D0�1i1',.F.E:: r#isen'tdsf slat rlltuyumnp.Gim(e6 ura:C etfsnC+nvdsjmn14s 6zkuitesy+rr,u5tri{&1;3f Q'ufe 4daref td lnt fwHt;ddp 1.p Wlir,iitt.rdle r1,u>du{ss4ry ws}e;x9dma i.arsSd 61st1espee,r3.i11 d. . 3tldm{t;r{at plfedialr 1laes ltlsA�aEt1'Safna{iitil;�{redz511lnf Dnlqfl¢{asSSde:(,tda°dm(16hrttif>xl{(f iad SlJ ne rlF ecdbrlaAdS?ila.s.tq id,u3e ietirusa hafi l3si.K i'p,1 y L�nrlA fxiv[�rteuemt:rt•f umdl.�+r NSS - 58a' as3 -. aa51 ch,6lyd. -: r.si°utlsiudsstUnYns�erlgt 6nrurlrR{rAs ebeLlntwsOlsl}1GgrxEl�lAst+Y°{resipi ai a s'unugerndest}bq. iQdlveftl lmeilful°Itkl Fogierte,F(349a6; fD b 61�SUI6 A-1 Fgo1L°sses-Am6e5 l.lon6a111,F.E:f rodusrm cfshes dot°meof.in dri f 1n ss mA3irid A6oallhe ritleis ermrssicehpin A-1 tooi lnssts=-m6es l.lpc5e 111;P.E' r Job Truss Truss Type q tY Ply XCAS5512CB B03 Hip 1 1 A0083494 Job Reference o tional � Al Roof Trusses,Fort Pierce,FL 34946,design@a1[ntss.com Run:8.020 s Aug 31 2016 Print:SA20 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:00 2017 Page 1 I D:dYw L u K W 3 rb WA G Ks F h M W a fyykfa 8-TH R b LtT S O k Cx Kfg xww5vl Z Kx_C D hw3 e4 D?M 7 Fyi K5 5 1 6-0 7-1-8 11-0-0 19-4-0 26-10-7 1-6-0 7-1-8 3.10_8 8-4_0 —7-6-7 4x6= 5x10 MT20HS= Dead Load Defl.=1/4 in 5 6 5.00 12 r " 1.5x4 4 CT 5x6 7ci 0 4x6 e 3 3 1.5x4 II 2 WV 4 ' R1 B2 -_ "- 11 10 9 8 = 4x6 11 3x8— 3x6 4x4= 3x6 I I 11-M 194-0 26-10-7 11-0-0 84-0 7-6-7 Plate Offsets(X,Y)— [2:0-3-11,0-0-11,[7:0-2-12,0-2-01 LOADING(pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.20 11-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.51 11-17 >629 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:140 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 NOTES- BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 ER 2)Wind:ASCE 7-10;Vult=170mph(3-second gust Left Px6 SP No.2 2-0-0 Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h25ft; BRACING- Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) TOP CHORD and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 3-3-12 oc exposed;C-C for members and forces 8a MWFRS for purlins, except end verticals. reactions shown;Lumber DOL=1.60 plate grip BOT CHORD DOL=1.60 Rigid ceiling directly applied or 2-2-0 oc bracing. 3)Provide adequate drainage to prevent water WEBS ponding. 1 Row at midpt 7-9 4)All plates are MT20 plates unless otherwise indicated. MiTek recommends that Stabilizers and required 5)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation guide. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 2 = 1327/0-8-0 (min.0-1-9) 7)•This truss has been designed for a live load of 8 = 1183/Mechanical 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the " 2 = 195(LC 12) bottom chord and any other members. Max Uplift 8)Refer to girder(s)for truss to truss connections. 2 = -510(LC 12) 9)Provide mechanical connection(by others)of truss 8 = 416(LC 8) to bearing plate capable of withstanding 510 lb uplift at Max Grav joint 2 and 416 lb uplift at joint 8. 2 = 1327(LC 1) 8 = 1183(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-603/0,3-4=-1997/1737, 4-5=-1734/1539,5-6=-1571/1508, 6-7=-1554/1294,7-8=-1113/1033 BOT CHORD 2-11=-1 547/1757,10-11=-1 024/1342, 9-10=-1024/1342 WEBS 4-11=-303/440,5-11=-63/324, 6-11=-210/365,6-9=-144/304, 7-9=-926/1263 iora{Nnasxn>z+drn!dt ke!taAUSi�[S:Ik�t.&NQtt*Q.Bkt(OF3r�a5(e71iH"L1 Qlt,pDRl flkrXi'hm.Wh kip rcme.,Wltdnl..nd,inn r:ar Crn.rirI!,d;4x kifti" `no tuJifil rWd 16.ae.PY., irsrs ilnS<�T-0,tdr Y;rtneuJ Fksn:k':.6ak�tn to lCFhxn6l.l r- d:ya Frybaas'.t,Srrcee( arnaCrs a'a xripD.rW uer amprr la iah4 lu9ise},utaas#;xry(oh oenpadixihiitlirs arW tear nUadt,akl lF{A,.lYr k;a aarti>n_,Ws{rm :;v wp AnthonyT To-nGo.IIi,P.E. sd.0 dma it tern t+Uatns k 'r�dK7 n.e!Carfs rfwud ystnriel,Op) pn uni nit ldfl.L.EeC:Mblul blrc;:rk z2;tl1.rH 9inrAdhalDmur tieli,ral3t iGgfzd,tOr qa,a Ja[s, elk�fktAM{ea,Gi91d' msdti,F;a.' BUU$3 u.uoork 3eEn'tia{ a{c WRehuhr t5m sd teleesaatp dc esl 1 arM'2m,G�oz#Sde��q!e�nll(SI'ptucii±illN u1Stu rterdnes.r!!la1.101,a.T Irt;kviiius{ia,INare l ssth i n pur,t,;4!um6ri ei'msW7:IIaa;nleii 4a515t:0033 Blvd. titre trsaMaDarl+paa"Ila!haute-I'd.'Eeins a sr(twac Kilts kill hlfrxa Tnblaea'n;nretd ,kn 6ia lfirejn uel lnz,an er k.nlaRFl; •' .. Fart Pierce,Ft.34946,, Cepyrigtt�i.SDiBddRnatLescet Amhesgl.lomlo111,B[ftpmdoUioaciNisdommant,inudy(sal,npru6ibeed.i16ed1hivirtfeD pit mgisoekumA-tfaofliassis-Aalhapll.lemhaiil.P.E I' Job Truss Truss Type Qty r7i�b A0083495 XCAS5512C6 B04 Hip 1 eference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:00 2017 Page 1 I D:dYwLuKW 3rbWAG KsFh M Wafyykfa 8-TH RbLtTjSOkCxKfgxww5vIZM9_FkhvMe4D?M7FyiK55 1&-0 6-10-15 13-M 174-4-0 26-10-7 1-6-0 6-10-15 6-1-1 4 -0 5x6:.-- 5x6= Dead Load Defl.=3/8 in 5 6 5.00 12 3x4 4 � 5x6=IV] 4 4x6 . 7 3IVI " 6 ,n 1.5x'II 2 12 11 10 9 _._8 1 4x6 11 1.5x4 11 3x4- 3x6= 4x6 11 48= 6-10-15 13-M 17-4-0 26-10-7 6-10-15 6-1-1 4-4-0 9-6-7 Plate Offsets(X,Y)— [2:0-3-7,0-0-5],[5:0-1-4,0-2-8],[6:0-3-0,0-2-4] [7:Edge,0-2-0] [8:Edge,0-3-8] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) II/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.24 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.62 8-9 >520 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 Matrix-MSH I, Weight:158 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except- NOTES- T2:2x4 SP No.2,T3:2x6 SP No.2 BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP SP for this design. `Except' 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) W 2x4 No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; OTHERS 2x44 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)', SLIDER and C-C Exterior(2)zone;cantilever left and right Left No.2 2-0-0 exposed;C-C for members and forces&MWFRS for:BRACCINGG-- TOP CHORD reactions shown;Lumber DOL=1.60 plate grip ` Structural wood sheathing directly applied or 2-2-0 oc �) puriins, except end verticals. provide adequate drainage to prevent water i ROT CHORD ponding.4)Plate(s)at joint(s)1,5,6,2,2,4,12,11,9,8 and 7Rigid ceiling directly applied or 4-5 4 oc bracing.WEBS checked for a plus or minus 0 degree rotation about its center. 1 Row at midpt 7-9 5)Plate(s)at joint(s)10 checked for a plus or minus 5 MiTek recommends that Stabilizers and required degree rotation about its center. cross bracing be installed during truss erection,in 6)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 7)'This truss has been designed for a live load of 2 = 1327/0-8-0 (min.0-1-9) 20.Opsf on the bottom chord in all areas where a 8 = 1183/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 210(LC 12) 8)Refer to girder(s)for truss to truss connections. Max Uplift 9)Provide mechanical connection(by others)of truss 2 = -532(LC 12) to bearing plate capable of withstanding 532 lb uplift gat 8 = -418(LC 13) joint 2 and 418 lb uplift at joint 8. Max Grav 2 = 1327(LC 1) 8 = 1183(LC 1) LOAD CASE(S) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-373/136,34=-2051/1762, 4-5=-1556/1430,5-6=-1292/1344, 6-7=-1535/1275,7-8=-1090/1059 BOTCHORD 2-12=1580/1811,11-12=-158011811, 10-11=-1 03611367,9-1 0=-1 03611367 WEBS 4-11=-569/621,5-11=276/349, 7-9=-769/1106 • ...�.. Euri{Ikn�eww�rn%xtfx r7r�nASSr;SEli9'yreBOiLSSIK.lrOtl7r"litni M'bP0'I377QA.�ENflf'hm_(n3nc��s rntae3tem{ntl�,snwi;nss[evje mniltE,¢i�t ifhegtlerx q:ilt,Meru SlmYehn ae.D.�utEw."se wnlw'rt°Pl,w1i W't!!ten�x riws.lia i�nNM9e 14�px+i6tr tr+n xc�Fe{iatt yA,'.rectM d„to:Mwarl6Drepaufns;e rs;tdnt[ehtutwltgwufya:rm3M lu&e:tiPN6t,milstn eq�a€atn t7p nlr uhr St7A.E4k„pn'a+im�:iq nels es,sskirl! thonjT TorlbOJN-PE:: ;r,3wrtnn in leinriplf tttm my Jiritidn6 erd•Cgls rds�tutteredad�t=1Ni?:y,:r,nFi mctari JC.3lC:nl SurudM ta(ere clmr Slegrt;Adne118Wwr5eN.id3e rliu,astur�nymigya+.Mmnrlire tLcuhe rspK it r'¢. '� z`80083 ' �amr¢eup.wlrittia#t i�,set?u�naarrowerum�scsr^kn„rm.iw,.gtemxesnnf�aednimr[auisal lNmst,roenti�autararex�d�;i��m a�i�'�grn_srx5et witi,:srn t,ue,-.�,t��t,srer:..�i._nx,��,;Nesi :44.57.P Sr'LupeBlvd. ,' '?niirt#roetljtreli0apttleptenttirF,retruin n�lrt{rhiKl finip tepittcfilSe pu rrnirsK kr n'.imnh.}+ettt t! tOE.liu;m§erhGSin,c:tt lgit4l. ;Fort'.fierce,F1,:34910: '� Gppg91�1QIdAlAnarinisiscApldCop l.letmbe lll,.P,E:ieprnEagrypn{@is dnmment,a lgf,(tm,is prn6iSired.itbu¢116ewrjlreopetmitsicn fom A-1 tooi tntst:pnt6esrl to@6e I11P,F:. i Job Truss Truss Type Qty ply XCAS5512CB 805 Hip 1 1 A0083496 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 S Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:01 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-xT?zZD ULDKs3YUEtVdRKSz6VaOcwOH7oJtkwfiyiK54 15-4-0 -1-fi-0 6-11-0 15-0-0 1 22-5-3 26-10-7 1-6-0 6-11-0 8-1-0 0- 7-1-3 '6 5-4 0-2-0 4x8= 5.00 F,2 Dead Load Defl.=9/16 in 5 5x6 3x4 4 6 \�.� •. 1.5x4 i! . 4x4 i::� 4 7 1.5x4 11 2 1 11 10 9 5x6 11 1.5x4 11 3x6= 3z8= 5x6= 15-4-0 6-11-0 15-0-0 1 26-10-7 6-11-0 8-1-0 a 11-6-7 0-2.0 Plate Offsets(X,Y)— [2:0-3-7,0-0-11,[4:0-3-0,0-3-4),[5:0-4-0 0-1-81 [6:0-1-8 0-1-8) [8:0-3-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.38 8-9 >853 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.96 8-9 >333 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:140 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T 2x4 SP M 30 BOT CHORD 2xx4 SP M 30 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) SLIDER Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Left 2x6 SP No.2 1-6-0 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right s TOP CHORD exposed;C-C for members and forces&MWFRS for Structural woad sheathing directly applied, except end reactions shown;Lumber DOL=1.60 plate grip verticals. DOL=1.60 BOT CHORD 3)Plate(s)at joint(s)4 checked for a plus or minus 3 Rigid ceiling directly applied or 5-3-3 oc bracing. degree rotation about its center. WEBS 4)Plate(s)at joint(s)5 checked for a plus or minus 4 1 Row at midpt 4-9,6-9 degree rotation about its center. 5)Plate(s)at joint(s)7,2,2,11,8,1,9 and 6 checked MiTek recommends that Stabilizers and required for a plus or minus 0 degree rotation about its center. cross bracing be installed during truss erection,in 6)Plate(s)at joint(s)10 checked for a plus or minus 5 accordance with Stabilizer Installation guide. degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 2 = 1330/0-8-0 (min.0-1-9) loads. 8 = 1182/Mechanical 8)'This truss has been designed for a live load of ` Max Horz 20.Opsf on the bottom chord in all areas where a 2 = 234(LC 12) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members. 2 = -553(LC 12) 9)Refer to girder(s)for truss to truss connections. 8 = -443(LC 13) 10)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 553 lb uplift at 8 = 1182(LC 1) joint 2 and 443 lb uplift at joint 8. FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-773/512,3-4=-2064/1804, 4-5=-1432/1302,5-6=-1422/1316 BOTCHORD 2-11=-1 642/1826,10-11=-1 645/1826, 9-1 0=-1 645/1826,8-9=-1 109/1186 WEBS 4-9=-704/827,5-9=-326/575,6-9=-85/261, 6-8=-1471/1489 6mq Phnv avn>iJrsnttrrk Sl liii 7SOSi5^SEO?r�:f:Km Ttt#1Z 303"M(n1iM"bTOIS;rSUk WG1;X1'hm.iu!?.t!s lrvxc'tu utnef Met nitii nn[:np xr jiiG[';uSlks tsMgl.Lcz O,r.'.Ie�neen Ske16t o%tli;s x5sirse Md.ti,M.uli W J:eav h-Ayes n7h?S+tf de 117.!9q�.)C...e'p:ry�s sv gnslt(uginv -r nonnrl6Crspn�( atryei;:s be><ehs6krai vn'Mt.rislnlufo1: i i5.4 I�Nmbe r3Use1.ss IIN 4N,�e n;artia�l>a±r{ttrt�us'uJryrtr _AnthonyT T0t�11)0'Iii,-P.E. nsddnr W .Wdu{lm e7ee.0FgfInC ue.C�etis raveute�n Nl,ntu{C qm,u Mc k�x81.4e�ala�di+.ty uS:Sa RtE rn gppticltel�ei nr 5vld,cd#e tmxWru9{4s a,4i+0Lm dka�shEt Fvt�spx Ol;Md ' #v l.:L iSv�grsdlrzrRe it rzvcs�Mefrti'S alwrnxusntrsd.�es{M kle,6xtxv5Saiq la`aesLnSl0P i0sult rl.l Stu m tdnes[adfnrdNp'lax[R-!tin selrtspe wEvi IiAo-i{,ttI nCesgu,.tiiit Cscn[gxa is Wdu9ter;nliss :#n:ite:wdnirnll] a! shn E+eL ms dnl:Sei ss ss h s'r._X7S iv ive ❑ mr ss Sl hn nd Ydm.ic Mud xeimrte`.edp11FL.- - 4451 SF-Lude Blvd. ep1 1 h+ i% r v Pi ran r. u5 .. - Fort Pier, ce;FL 349t+ fppyri}41�1U16A1 K6.1lnsses-Aai6caY 1,Iom6n111,P.L fepmEuUiaa of ibis dusemenr.maur(:d is pmh.6ttrd.A60e1 lfiex{tltn permgs"ashcm A-11oo1hgsis:Ar1kes}1.1e60 111;Pt 1 Job Truss Truss Type Qty PIY XCAS5512CB B06 Common 1 1 A0083497 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:01 2017 Page 1 I D:dYwLu KW 3rb WAG KsFh M Wafyykfa 8-xT?zZD ULD Ks3Y U EtVd RKSz6 W bOdFQH 7oJtkwfiyiK54 6-10-15 15-2-0 22-5-3 26-10-7 1 6-0 6-10-15 8-3-2 7-3-2 4-5-5 4x6= Dead Load Defl.=9/16 in 5.00 F12 5 5x6 3x4 0 6 � 4 �.. 1.5x411 4x6 \ \1tV 3 1.5x4II 2 1 � 1 10 9 8 4x6 11 1.5x4 11 5x8= 5x6= fi-10-15 15-2-0 26-10-7 __ r 6-10-15 8-3-2 11-8-7 I Plate Offsets(X Y)— [2:0-3-7 0-0-51,[4:0-3-0,Edge),[6:0-1-8,0-1-81,[8:0-3-0,0-3-01,[9:0-4-0,0-3-01 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 0.91 Vert(LL) -0.38 8-9 >839 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.98 8-9 >327 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:142 lb FT=0% LUMBER- I TOP CHORD 2x4 SP M 30*Except' NOTES- T3:2x4 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) � . SLIDER Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Left 2x6 SP No.2 2-0-0 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope), O BRACING- g and C-C Exterior(2)zone,cantilever left and right ' TOP CHORD exposed;C-C for members and forces&MWFRS for Structural wood sheathing directly applied or 2-2-0 oc reactions shown;Lumber DOL=1.60 plate grip purlins, except end verticals. DOL=1.60 BOT CHORD 3)Plate(s)at joint(s)4 checked for a plus or minus 3 Rigid ceiling directly applied or 5-4-15 oc bracing. degree rotation about its center. WEBS 4)Plate(s)at joint(s)5,7,2,2,10,9,6,8 and 1 1 Row at midpt 4-9,6-9 checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 1327/0-8-0 (min.0-1-9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 1183/Mechanical bottom chord and any other members. Max Horz 7)Refer to girder(s)for truss to truss connections. 2 = 234(LC 12) 8)Provide mechanical connection(by others)of truss -Max Uplift to bearing plate capable of withstanding 551 lb uplift at 2 = -551(LC 12) joint 2 and 444 lb uplift at joint 8. 8 = -444(LC 13) Max Grav 2 = 1327(LC 1) LOAD CASE(S) 8 = 1183(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-461/228,3-4=-2075/1828, 4-5=-1432/1302,5-6=-1418/1313 BOT CHORD 2-10=-1661/1844,9-10=-1665/1842, 8-9=-1111/1187 WEBS 4-9=-724/853,5-9=-335/581,6-9=-91/269, 6-8=-1469/1491 � .Rv<il flas Em�!!rmarhelll3a 71WS�''Sfll7'klibalC?a4.1lg63r.�lSlHl�1^&ta11tu9ti:.24Yrrr hm,inh hrgi gawi'malre,�sd.,niti;msgiup�-.nI,ICf?rtl`wlihegl.lira6gt.ldrnai4nhten use.tkeu r3na�>ti-lpJa T-0,R7r uitn;xxis IV's di t[,s,aam!F[>er:�!i,r i�npE�m,,aecv�t;,r„xa.es�nwilpGnlrtsrxsus�epra,dn,a,nl�aiigm,m(•,�wsiAtib6rasryra6,if,li,t s,�adsdirw,d!,ru rn r.ivar�.n,c:!sr._.bt gm!~+,s,�nii:z! ;_Auttio[iy,T Tlimtio-l[i; 'siine�6nr uhris!t»m�rl xnp,UEa!en a,urn.C.i{reusanusiry�un,lz�sga.}+p,7,,C'x ir<tN iGS+tCma l dm.tvg:d za nrr lx!in;ncnn;.a'aiur,sue,ldae�r•s, tng�vg.sh egy'imP.au uat r' ;i,6le rx spe-a�ntd. 78drr,66_.. :le1;0,iCeagn,a!lrNwhtll,zx sdMfnksl:�s:f4s pnt;nelgal:9vesAMgw'lo4rysse55d!'sh'aamn t4fj/tliU±ik}1SnI1N.lniidernrdla{rrdgiliut lR:a+ves4s[es}xcoxdes tt!!?intM[ sC yn:IriMg su sl'nss kmdae+in,nks's 1St-Lucie - ' .einaiaan„iii,lra,tl ed„o.r }i,}s,s ,(. 'al�v7, Ngascl�ld,t+ensud kshlsssha&gie,dmlad,}::i,gma(7tts:mule`<:lnRF4 .. is45C349. Fort Pierce,FL 34946. ,(opgriga�7P016A�1Rpa(Lasses-Aiatdeipl loalolll,P.G Fepradadionot@ndam:negt.indriy(,c aprnki6ited nheellh'errAfenpermrzsie�homA-1Featkcis'e`s:�Am6c2�l.le�5d11(:P.E' J Job Truss Truss Type Qty Ply XCAS5512C6 B07 Common A0083498 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:02 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-PgZLmZVz_d N wAep33LyZ_AfhlozR9kVxXXUTCB 'K53 6-10-15 15 2-0 22-5 3 26-10-1 6-10-15 8-3-2 7-3-3 4 4x6= 5.00 12 Dead Load Defl.=9116 in 4 5x6 3x4 5 3 1.5x4 II ' 2 6 6x6 4 I 1 IN 9 8 7 5x6 11 1.5x4 11 5x8= 5x6= 6-10-15 15-2-0 26-10-1 6-10-15 8-3-2 11-8-1 Plate Offsets(X,Y)— [1:0-2-11,0-0-51,[3:0-3-0 Edge],[5:0-1-8,0-1-8],[7:0-3-0,0-3-01,[8:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.38 7-8 >851 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.97 7-8 >332 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:136 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except` 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T3:2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; BOT CHORD 2x4 SP M 30 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right SLIDER exposed;C-C for members and forces 8 MWFRS for Left 2x6 SP No.2 1-6-0 reactions shown;Lumber DOL=1.60 plate grip BRACING- TOP CHORD D Plate( 0 Structural wood sheathing directly applied or 2-2-0 oc 3)Platers) ti joint(s)3 checked for a plus or minus 3 pur ins, except end verticals. degree rotation about its center. BOT CHORD 4)Plate(s)atjoint(s)4,6,1,1,9,8,5 and 7 checked Rigid ceiling directly applied or 5-4-7 oc bracing. for a plus or minus 0 degree rotation about its center. c WEBS 5)This truss has been designed for a 10.0 psf bottom 1 Row at midpt 3-S,5-8 chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 6)`This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.0psf on the bottom chord in all areas where a accordance with Stabilizer Installation nifide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 7)Provide mechanical connection(by others)of truss 1 = 1220/0-8-0 (min.0-1-8) to bearing plate capable of withstanding 491 lb uplift at 7 = 1185/0-4-0 (min.0-1-8) joint 1 and 443 lb uplift at joint 7. Max Harz 1 = 205(LC 12) Max Uplift LOAD CASE(S) 1 = -491(LC 12) Standard 7 = -443(LC 13) Max Grav 1 = 1220(LC 1) 7 = 1185(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-885/641,2-3=-2103/1846, 3-4=-1435/1306,4-5=-1421/1317 BOT CHORD 1-9=-1685/1864,8-9=-1688/1863, 7-8=-1108/1182 WEBS 3-8=-738/874,4-8=-340/582,5-8=-85/262, 5-7=-1471/1493 NOTES- 1)Unbalanced roof live loads have been considered for this design. Zt ..^3 t, ,. _ i . {'U!!a'�41ti'iHLoslGi'brn lr.Pr teip rar..,:mseNndw�rnSis G,nC ip9evmj(IOC�aidOe bn jl.L:k9i,r�lrkn�She?.Mue ns¢decs d�l¢stldnCe r6B.uld pn Fl 9meitl rz: Ra 1'I Ifi?,tICSi3 5.17 dE13AlI IMS 6(�d001u4S(OSrOY uds *n„mu dtrS B�ahrdlr r 0g[,gze(tSrcuh[p n snatm,yeumes¢raardolrrahh iuSv l pxG MSda d0wrN1 dryCinC1CL q� tlFlrequa�gnl�,rnrucasa AnthcrjT.TomtioIll;P.E. nd dm ,d arlei5 n,r v dre�a p.nren udq�no ray�ro i sta nd ridrs o ara in"bI14ur,d,.dIRL R errs ddu,CG:nfn7fiedn,o fi i s;sdS6yh s p;n h draiku:r 5d i 0xmpen tjd y B0083 1n f.7try0 r�xat Gdi9a illat sit'nibn 102 n12:rrtarif Ip+e�v,:sdt4lak r for"Se'li lah¢elw ll(SlfrdElentl 60U eilel Ibrryud Pi'ace.101 HIKAi regn u5n dP V111Ds*;irmsfidip Eya,nsdl ssYandun;Nkss. 4451 St.LUCI0.6IYd. inarYn nr alre�an�ipW r u a�:n 7lm Fort'.Plerte;FL 3046 Cep"p,ghi�2016 Ad M.olTnsszs lmihnnYT Ta.e.Iti P.E;Rapdodonidthu documeeein nn'y farm,np,o6ihiiziwnhoat lfie itfimpnmissiaa lmm5licaf lmsus'=kthoar:LT:c5o 71(P.E Job Truss Truss Type aty Ply A0083499 XCAS5512CB C01G Common Girder 1 i 2 Job: 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. Thu Aug 31 13:54:03 2017 Page 1 ID:dYwLuKW3rbWAG KsFhMWafyykfa8-ts7k_vyblx6nooOFd2ToXOBxOCKI uDy5mBDOkayiK52 1-0-0 7-0-12 9-8-0 14-5-1 18-11-0 1-6-0 7-0-12 2-7-4 4-9-0 4'-5-15 4x4= Dead Load Defl.=3/16 in 4 5.00 12 3x4 3 3x4 5 s 10x14 MT20HS-- i 6 1.5x4 II 2 1 1 0 i 10 15 9 16 17 8 18 19 7 MUS26 MUS26 THD26 5x6= 3x6 II 7x8= 7x6= THD26 MUS26 MUS26 7-0-12 9-8-0 14-5-1 18-11-0 7-0-12 2-7-4 4-9-0 4-5-15 Plate Offsets(X,Y)— [2:0-1-5,0-2-8),[6:0-6-8,0-2-12),[7:0-1-1,0-2-9),[9:0-4-0,0-4-81,[10:0-4-4,0-1-8) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.17 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.33 8-9 >684 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.06 7 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:226 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except` NOTES- 12)Use USP THD26(With 16d nails into Girder& T2:2x4 SP OF 2. 1)2-ply truss to be connected together with 1 Od NA9D nails nto Truss)or equivalent spaced at 10-0-0 BOT CHORD 2x6 SP 2400E 2.0E I WEBS 2x4 SP No.3*Except* (0.131"x3")nails as follows: oc max.starting at 7-0-12 from the left end to 17-0-12 W7:2x8 SP No.2,W3,W6:2x4 SP No.2 Top chords connected as follows:2x4-1 row at 0-9-0 to connect trusses)B01G(1 ply 2x6 SP),B06(1 ply • OTHERS 2x4 SP No.3 oc,2x8-2 rows staggered at 0-9-0 oc. 2x4 SP)to beck face of bottom chord. WEDGE Bottom chords connected as follows:2x6-2 rows 13)Use USP MUS26 nth 10d nails into Girder&10d staggered at 0-9-0 oc. nails into Truss)or equivalent spaced at 2-0-0 oc max. Left:2x4 BRACING- No.3 Webs connected as follows:2x4-1 row at 0-5-0 oc,I starting at 9 j0-12 from the left end to 15-0-12 to TOP CHORD Except member 3-9 2x4-1 row at 0-9-0 oc,member connect trusses)B02(1 ply 2x4 SP),B03(1 ply 2x4 Structural wood sheathing directly applied or 3-8-6 oc 94 2x4-1 row at 0-9-0 oc,member 9-5 2x4-1 row at SP),B04(1 ply 2x4 SP),B05(1 ply 2x4 SP)to back 0-9-0 oc,member 5-8 2x4-1 row at 0-9-0 oc,member face of bottom chord. ROOT CHORD p T except end verticals. 8-6 2x4-1 row at 0-9-0 oc. 14)Fill all nail holes where hanger is in contact with 2)All loads are considered equally applied to all plies, lumber. Rigid ceiling directly applied or 10-0-0 oc bracing. except if noted as front(F)or back(B)face in the 11 REACTIONS. (lb/size) LOAD CASE(S)section.Ply to ply connections have. 2 = 4266/0-8-0 (min.0-1-12) been provided to distribute only loads noted as(F)or, LOAD CASE(S) 7 = 5883/0-7-4 (min.0-1-8) (B),unless otherwise indicated. Standard Max Horz 3)Unbalanced roof live loads have been consideredp 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 134(LC 27) for this design. Plate Increase=1.25 'Max Uplift 4)Wind:ASCE 7-10;Vuit=170mph(3-second gust) Uniform Loads(plf) 2 = -2033 LC 8 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;!: Vert:1-4 i-70,4-6=-70,7-12=-20 7 = -2498(LC 9) Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Concentrated Loads(lb) Max Grav cantilever left and right exposed;Lumber DOL=1.60 Vert:10=r2554(B)15=-1163(B)16=-1163(B) .2 = 4266(LC 1) plate grip DOL=1.60 i; 17=-1163(B)18=-1162(B)19=-1163(B) 7 = 5883(LC 1) 5)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 6)Plate(s)at joint(s)1,4,6,6,2,10,3,5,8 and 7 Max.Comp./Max.Ten.-All forces 250(Ib)or less except checked for a plus or minus 0 degree rotation about its when shown. center. TOP CHORD 7)Plate(s)at joint(s)9 checked for a plus or minus 2 2-3=-8852/4202,3-4=-7529/3473, degree rotation about its center. 4-5=-7567/3466,5-6=-9585/4097, 8)This truss has been designed for a 10.0 psf bottom 6-7=-4730/2060 chord live load nonconcurrent with any other live BOT CHORD loads. 2-10=-3858/8051,10-15=-3858/8051, 9)'This truss has been designed for a live load of 9-15=-3858/8051,9-16=-3717/8780, 20.Opsf on the bottom chord in all areas where a 16-17=-3717/8780,8-17=-3717/8780, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8-18=-1020/2398,18-19=-1020/2398, bottom chord and any other members. 7-19=-1020/2398 10)Bearing at joint(s)7 considers parallel to grain WEBS value using ANSI/TPI 1 angle to grain formula. 3-10=-1024/1681,3-9=-1796/1227, Building designer should verify capacity of bearing 4-9=-2526/5447,5-9=-2078/795, surface. 1 5-8=475/1477,6-8=-2722/6442 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2033 lb uplift at joint 2 and 2498 lb uplift at joint 7. I. Ye' fln 9smt11 sen he..l'I10.n6�5 515�r(i3ll nllS6C716"I[A{rI3ICY'IBl' SIR69C[NcIWT•6n..ln hi ' .,.�t 1 r t 4 � � RPn�tt3 u1Yti1 subs tnss2e Ip W¢�flor,gMCe lemrl�Tssk m;r Idnw�3kdtdxe s.W s Cx ise s>a i Gs IrO Wj WTsia we@miis<Akuse4 te'Opa_leTit lsnTrnsosaC[rrmsfa:5riacMSpr M1s>i u,q.TMr4 ewn®der ssdeerrtuno�l"sSa!7.eyacR�ro�trie l�sndOe wlN rmsiryaKa&IOP di xlRi;ru tu�n�y�es,le l.e l:7enc wrsiar. Anthcny T. ,oni6fl I7.P-E MiudC ixmrtt(k 1 sNsul sciejdmsC tsCrne:seA!shNr;eanosWitm3HngerinRaxxeldR 0::&Ix ItxbzlA•Ihe�isdza/1ri1 T�I cdd6IUO lujfisdn dfl 1a'edsrllaeTsy I I;Fzm fiwMivaSsSd'1 Ge �anrd� HOP, ' ': Oeldl%Msigx ml fnehnfisr 4fchs3s_tle�C10 1]q pw5us Ir edasdfrkuS rGvpredStetr lls kaUlS�lrifi:}i11rR MSk`A xVeln IixNndp'i n.IrFl Zfiasili'rey tALS splkbisda+i 5s0-v�a,Tsn Aag17,y'. ,sd ins Ymhtlan,-ksi-- - •- - 44i3 5t Ludh�Bl`vA -_ :. ttkrrn�4hafllanal!PntrnB:gEg7rtr„rxstn�fr�_7xrnsa:nJ,tanpc�tes inlanpnxu��srmc�paa�q/aTi�y:;idn7naudM- ,iednletryt- i _._. (pppigh� 1016A:1ii fy cses;Ayi6onyJ jam5o ilia P.F Peproiog pit6ls document;in eny hrm isp oh3gzl wnhovl t6a aiillenpermissiaglo A1Paotf�ess;C;A thonrLT?e5o lll,P.Ff Job Truss Truss Type Qry ply y XCAS5512CB CO2 Common Q 1 �J.b A0083500 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:03 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-ts7k_vVblx6nooOFd2ToXOBxACHjuLo5mBDOkayiK52 -1-6-0 6-10-7 9-8-0 12-5-12 18-8-12 1-6-0 6-10-7 2-9-10 2-9-11 6-3-0 4x4= Dead Load Dell.=1/4 in 4 5.00 F12 1.5x4 1.5x4 3 5 - 44 6 1.5x4 II 2 7 i 1 J-i -- L 26 9t 8 5x8 II 5x8= 3x10 I I 9-8-0 18-8-12 9-8-0 9-0-12 Plate Offsets(X,Y)— [7:0-7-4,Edge],[8:0-4-0,0-3-0],[9:0-4-14,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.18 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.46 8-9 >485 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:85 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; BOT CHORD 2x4 SP No.2 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3*Except* Wi:2x6 SP No.2 and C-C Exterior(2)zone;cantilever left and right OTHERS 2x4 SP No.3 exposed;C-C for members and forces 8 MWFRS for SLIDER reactions shown;Lumber DOL=1.60 plate grip BRACING- DOL=1.60 TOP CHORD 3)Plates checked for a plus or minus 0 degree Structural wood sheathing directly applied or 4-0-10 oc rotation about its center. purlins, except end verticals. 4)This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live y Rigid ceiling directly applied or 5-11-6 oc bracing. loads. 5)'This truss has been designed for a live load of MiTek recommends that Stabilizers and required 20.Opsf on the bottom chord in all areas where a cross bracing be installed during truss erection,in rectangle 3-6-0 tall by 2-0-0 wide will fit between the accordance with Stabilizer Installation guide. bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. REACTIONS. (lb/size) 7)Provide mechanical connection(by others)of truss 7 = 827/Mechanical to bearing plate capable of withstanding 321 lb uplift at 9 = 959/0-8-0 (min.0-1-8) joint 7 and 397 lb uplift at joint 9. Max Herz 9 = 131(LC 12) Max Uplift LOAD CASE(S) 7 = -321(LC 13) Standard 9 = -397(LC 12) Max Grav 7 = 827(LC 1) - 9 = 959(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1291/1151,3-4=-1018/990, 4-5=-1017/983,5-6=A243/1126, 6-7=-342/0,2-9=-862/1024 BOT CHORD 8-9=-915/1090,7-8=-878/1075 WEBS - 3-8=-327/509,4-8=-599/631, 5-8=-293/453 NOTES- 1)Unbalanced roof live loads have been considered for this design. Atrssp fle Am>pdpn.kaM tit:�:ANk',"SEIIEI')EEAsltRft4.a NX7�01SfE11t4"b4'DlhC99A'6N/Afhm-�nf+hYE/atwhisutseiltis n�,inn�tm:rarrs},IDFj cet&f:fh¢q LhcSoq;L.htnuu Stttlkhrt lse.RaurSrtast srtnAt;EO,ldr fl hl;Net.9b tl24s.1,it113t1 M1A�h)t�iAt)Ir.SS't4a ES[Ut�.f.:(tcfift Eljhttf�A Sn;flnrr6A 4rt 4MfnPill�SYt Eltp:lhlYYnf icpini(Iry±tft3(L�,AT tY Gt{fSrytMLt Sifi)lil"5,)ryirstl R51 t90 d.n{n lFld.ikat ipo:s, m_h qn{?41rhN;(! AntilotlY.T.T6666111t P.E: rl th ltm r Eutt,wl�u�t,.lttsrt tt:tea n e C.ui ntat vk�prJ nOt lacy?'ps,t;hh�t.ixt!1,te tNmhdW fiy at s1Sni rat ipotldh 1,A o-i ery 3i11a ttlit irv.xi+ng maup.m;ts+.tt(sa rlLrq iketty tsar'?;rt -80083 telr.-6ry t ge n!(oNn'ar 17mssnntc Rt r'Jetfxpil tistrsdtutsl�i hVr�G-Tm Sd f;'a(attn l6Pptlinaik.ih ndSS.1 tnfttrthtjh�il pit»r(t4 irxs 4tresloutdRscnlfnuthrC ssfrts sy lrirRSn G¢'Yfl¢t fR:S kFa¢i�iN;eiltSS 44151 St L'i4ie Blvd. ' rtnxis tfCidAIICRS17Sknl yetnrttlEidrms (,ti3tins7spEirhtx r..A?IStt my asicrar stua.e;Qil+ ,ltr6xp,Ilan ulirx;ln is h`.ntalti-L. -- ... Fort Pierce,FL.34946 npgiAAECd1UlbA-1Roniliasri-AritEcirllam6alit;f.[.iapraduttasoithis dammmtmo6p`Ltm,6prnhhifedwd6axt the xiihanptrmiis,netmmA-1RaoiTrutits'.AiAdecta.tax6allFp,t; I Job Truss 7-ss Type Oty Ply XCAS5512CB CO3 mmon 2 1 A0083501 �iob Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug;31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:04 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-L2g6BE:VYDW FEePxzRAI_13bk6ubcwdoyE?rzaG1 yiK51 1 6-0 6-10-7 9-8-0 12-5-10 19 4-0 120-10-0 1 6-0 6-10-7 2-9-10 2-9-9 6-10-7 1 6-0 4x4= • Dead Load Defl.=1/4 in 4 5.00 12 1.5x4\\ 1.5x4 3 5 � I 2 qq 1.Sx411 2 i 6 1.5x411 a1 1 P 7 Im cd1 u d lc 10• 9 1 •8. sxa II sxa= I 5x8 11 9-8-0 Il 19-4-0 9-8-0 G 9-8-0 1 Plate Offsets(X,Y)— [8:0-4-14,0-2-8),[9:0-4-0,0-3-0),[10:0-4-14,0-2-8) li I LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) II/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.16 9-10 I>999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.42 9-10 >545 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:88 lb FT=0% LUMBER- P TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1 BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP SP No.2`Except Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 2 OTHERS 2x4 I x4 2x6 SP No.3 and C-C Exterior(2)zone;cantilever left and right I, exposed;C-C for members and forces 8 MWFRS forgo BRACING- TOP CHORD reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 5-7-12 oc Plates checked for a plus or minus 0 degree BOT CHORD pT except end verticals. rotation about its center. r 4)This truss has been designed for a 10.0 psf,bottom Rigid ceiling directly applied or 6-1 0 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 5).This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the' REACTIONS. (lb/size) bottom chord and any other members. 10 = 970/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss 8 = 970/0-8-0 (min.0-1-8) to bearing plate capable of withstanding 401 lb uplift tat Max Horz joint 10 and 401 lb uplift at joint 8. „10 = -106(LC 13) Max Uplift 10 = -401(LC 12) LOAD CASE(S) 8 = -401(LC 13) Standard Max Grav =10 = 970(LC 1) 8 = 970(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1320/1155,3-4=-1048/993, l 4-5=-1048/993,5-6=-1320/1155, 2-10=-875/1031,6-8=-875/1031 1 BOTCHORD 9-10=-825/1115,8-9=-842/1115 WEBS 4-9=-613/660,5-9=-322/512, 3-9=-322/512 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 ! I Hnh3 rllunuM,llrr nerve f1107i658(f3^lY3fif9ttt6L71A'161i(B1iCY'IIIs3jtUM7itiRW[fl'Iaa gaff kprar.,9rts WsKl WfaMsr sttislp We usgO^WWltOa�l Tuk H,f u�,..wnina. ov .a,.;Red ceiie,wi NTrtoxmrrWrsik9ka Skr7slWatJsii u•imsO EquaftJ {fip M1_sd_mq'ip;7q eum■ec ae,xd-. _dp ges aaav�dee m�Srms�gadnesr.A all aaml li&sgs osppnigsa��d.�s.wnS AnthciijVfomlNiitI;PE.: orrsrdm r zr a aq:M1en r cLryere.�a C.d eac�ad anpewr n�y,Fuae mea,m_ara�rx k Hwi wlnY n.qr don too Isi ua de t+5- ey a e, iserreadau�s3naezmam�anrd 400a3 - '.-'.. neSr�lviD•s�xsxtUateCa NedesaeMins70 a1k��iWpsd eptak�t.xjucprmsten`�ua<t.a,P�L7r,ifik/tlmmvU,miiictrrtrpea�ra�tntetimsnny srat�,wce�cirt ssk,nri:isony."Fya�ee,±ii�s��uupi�ss _ � Nr:7ts4M1�kf��iymDin@vrt[�Ki7ryrtnimshillkTn+ofsp[gatinU]i4st�gD.sfjerKLuAM[�@iiKdarN9fM:iliFpdhdnn. dee,demt �i" gg 445i:St Lud0.81vd,. - � 'I Fmt;DiercO,FL;3A44fi - - {ippry6t+99016 AEI realfnuec:At6onyJla>aSo OtP.F&p(elod:ai'ylAis donmtoLi0.ony krm,ispiohiEitzl wtlhpotifie aifienpnmessiasf fiem AEI iootJ�aisgt Ap(honyJ TceSp IU,6E' I i r Job Truss Truss Type Qty Ply ' XCAS5512CB C04 Hip 1 1 A0083502 Job Reference o lional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:04 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-L2g6B EW DWFEePxzRAI 13bk6MbgldgH E?rzaG1 yiK51 -1-6-0 8-0-0 11-40 19-0-0 20-10-0 1-6-0 8-0-0 3-4-0 8-0-0 1-6-0 4x8= 4x4= Dead Load Defl.=3/16 in 3 4 5.00 12 T 0 0 v 1.5x411 2 5 1.5z4 II s 1Bi 6 to fill E3' 0 11� 10 9 8 7` 6x8 I I 1.5x4 11 3x4 3x4= 6x8 11 8-0-0 11-4-0 19-4-0 8-0-0 3-4-0 8-0-0 Plate Offsets(X,Y)— [2:0-1-2,0-2-12],[3:0-5-0,0-2-0),[4:0-24,0-2-8),[5:0-1-2,0-2-121,[7:0-3-8,Edge],[7:0-0-0 0-2-121,[11:0-0-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.30 10-11 >754 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:87 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP No.2 V6sd=132mph;TCDL=5.0psf:BCDL=5.Opsf;h=25ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3*Except* and C-C Exterior(2)zone;cantilever left and right W1:2x6 SP No.2 exposed;C-C for members and forces&MWFRS for OTHERS 2x4 SP No.3 BRACING- reactions shown;Lumber DOL=1.60 plate grip TOP CHORD DOL=1.603)Provide adequate drainage to prevent water Structural wood sheathing directly applied or 5-6-2 oc ponding. p T except end verticals. 4)Plates checked for a plus or minus 0 degree ROOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. rotation about its center. 5)This truss has been designed fora 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation uide. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 11 = 970/0-8-0 (min.0-1-8) bottom chord and any other members. 7 = 970/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 384 lb uplift at 11 = 91(1-C 16) joint 11 and 384 lb uplift at joint 7. Max Uplift 11 = -384(LC 8) 7 = -384(LC 9) LOAD CASE(S) Max Grav Standard 11 = 970(LC 1) 7 = 970(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1276/1029,34=-1 06711077, 4-5=-1 276/1028,2-11=-888/1032, 5-7=-888/1032 BOT CHORD 10-11=-684/1062,9-1 0=-682/1066, 8-9=-682/1066,7-8=-697/1062 NOTES- 1)Unbalanced roof live loads have been considered for this design. v .l-nne�ytltrzlxrxrlm .iesssis 3�Dtiatilluse;woneicesu@lvt�d}ill��'Irwu,u•.ma'ina{tH>._t�.artw�K! at r+sttcty,e.ypr,r,yMw4n„irT�toir l.�usaitAntn_rdi. NW..uit 4i1!leomn@r plats sMik dix7xiC0NltedY 11 Ins Ca tileus(sySie;ulry.Erp 0,v�1neg1[!'rgeudie ce!"x ant trde.nwd xquYriy mpochSil45elmsndlll tutkT itrJds tiTCC ueegrn.iknv;uu�Kse;,lx�l edneec twnsi!pt Anthchy T.Tom6o III;P.E. of eud@r sbarydilf:! @er tar dlnC pC.ensr4.rnel yrxan iw7rvrBngzrn7e de td!R @r R( !M b>7 SIIiged lPl ftt gtmddn ICC ie/f_dnirili '¢de6ytrxtTe�d ry"snere�e.11sldl 4 .!sn8aj d =80083 ' De3!7fetL syxenlikidn tnectess�A'n@ 1C'd@etrtcrci Ip dasdHekd.'nib tzudSa4nlde era{I1311ldik/l I" lSCleereM 14rr�sdp"due.1P41 dntt@iitq cdihSnar&5Esd@.I ScO e;iittsEusnErse tellrtssYshdnn,nkts 4451 Sl.Lude Blvd, irlei,:n 4M1im1!Srtlial eFni r x nn l!At nxt�lhsr.11eT ttDetµrybnin[�JI@ Etpy Ciiigw rl r nos Eetn aCn,fl lliq,iC atpdhd 1rni-ueesd¢6rNm i41 � Fort Pierce;fL.`34946 Gppsght��CI6 R4 p of Louei AclbooyT T mhe il6 P.F�Reptoiodix cEt6ts docooeet;in uriq form rs pioh2iiel x@ho�tthe mfiep ptlnsssice fr6a A I P.a}Lasizs;-Aethooy:I:T:cho.16 P.E: Job Truss Truss Type Qty Ply XCAS5512CB C05 Hip 1 1 A0083503 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:04 2017 Page 1 ID:dywLuKW3rbWAGKsFhMWafyykfaB-L2g6BEW DWFEePI¢RAI_13bkl gbgwdgrE?rzaG1 yiK51 1 6-0 6-0-0 13-4-0 19-4-0 20-10-0 1-0-0 6-0-0 7-4-0 6-0-0' 1-6-0 Dead Load Defl.=1/4 in 4x8= 4x4= • 5.00 12 3 o I I N A 1.5x4 II 2 5 1.5x4 II 1 I' 6 0 I Io I 10 9 8 5x8 11 1.5x4 11 3x4= 3x4= 5x8 11 6-0-0 13-4-0 194-0 6-0-0 74-0 6-M Plate Offsets(X,Y)— [3:0-5-0,0-2-0),[4:0-24,0-2-81,[7:0-4-14,0-2-81,[11:04-14 0-2-81 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 0.16 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.39 8-10 >582 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:88 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP M 30 Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; BOT CHORD 2x4 SP No.2 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) W WEBS 2x4 S SP No.2`Except and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,OTHERS 2x44 2x6 SP No.3 reactions shown;Lumber DOL=1.60 plate grip BRACING-TOP CHORD DOL=1.603)Provide adequate drainage to prevent water Structural wood sheathing directly applied or 2-2-0 oc ponding. � puriins, except end verticals. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 6-3-2 oc bracing. rotation about its center. I 5)This truss has been designed fora 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = 970/0-8-0 (min.0-1-8) bottom chord and any other members. 11 = 970/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss _Max Harz to bearing plate capable of withstanding 417 lb uplift at Max U lift 72(LC 16) joint 7 and 417 lb uplift at joint 11. P 7 = 417(LC 9) 11 = -417(LC 8) LOAD CASE(S) -Max Grav Standard 7 = 970(LC 1) 11 = 970(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1396/1106,34=-1200/1107, 4-5=-1397/1106,2-11=-884/974, 5-7=-884/974 BOTCHORD 10-11=-790/1194,9-10=-785/1199, 8-9=-785/1199,7-8=-812/1195 NOTES- b 1)Unbalanced roof live loads have been considered for ' this design. .Buiul Fins ne3e rc41reiw.Fa tllg r716S3 Yoe-eti33l lsWi6L1F�7kAS(gStCY{Ylw3`tifCruC[t511Ef1'6n lerJrk,p ryrs3nS ee/�nlea'esn�s ln33te 1pg ml(IO;,',�aWlk 46aj l.reek ffi;r 4bnnSieitelq.33..rr�rnbtn:ue ufdnCi lrp,eYj ba!i3emrtrlltll3tktpki3t(rd'dt�141rIi)�I11n35O�r3re1£S{J.SrI�fEJrIpR3��:13In,C1�R^ftrnFll3EiGf�[IfMrf�F'nSlnrOf113P.3pu�tytite43nd¢ey�permclq��n�rco q natni,t�hpuRap.3,lmr dancunes!� AnthonyT.TomtiotIl.P.E:. nl.ied CS uWenrlellAg slle,ir Cueid6eC SS C:mm taelimneyper�ne ra7re10 revietlx ude ldhe 9r:de4( Ihi lenlAILeq sei u/ma Meryniddhe Ng lir(fi!Jn e'p 1 s;"ndetiy6eedsl,S.ele;f�3lel'aswen in3�Idi Gz din ignjif, 8 ,. : ' Ile 3rdr�P gaem pdider llftthslfe.1aB310 1'pe/RGSIS igfdvesdAit<d.qG}nrd Schti ldune6s�lflrpr lg3ti/{Ia NS&.1 ee ieln IGxpnl,plLee:1PF12du�Hiiy S�ALSnrc iis62el Ss a3 pu;iiessAupy,,an11n33Ym4� .Wni 44515t008O,.131Vd,. ' jtlnrReteAallv'aniil'W ri n, .. ... .3 a ne r,�yrip�e3�3n3itkrn3t�3crega3�perml.,�ya,lmr rwsnpsc3�e�lurf,ulh.iuirredudxa,n3�st�ed�ml. Fort_Rerre,h1.34996 � (ippight9.7016A1 Aao(Tepuac;Ayi6ppyJ imSp,(['P,E Rep3piedix:p1161sdommem,idcu`phsm 33 ppE7znxdwtl6epnhe mitienpnmis3lpefromAliaplJmiit[�uthppyT:TecSep(,P.E.' I Job Truss Truss Type Qry ply XCAS5512CB C06 Hip 1 1 A0083504 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:05 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-pFEUPaXrGYMV 15YekTVGcpHBb?zRM B9OEVi7oTyiK50 -1-6-0 4-0-0 9-8-0 15-4-0 19-4-0 20-10-0 1 6-0 4-0-0 5-8-0 5-8-0 4-0-0 1 6-0 3x4= Dead Load Defl.=1/4 in 7x8- 4 4x4 5.00 F12 3 T T2 1.5x4 11 5x6 fi 5 1.5x4 11 2 3 8 9 1.5x4 11 N LLJ to 14t 13 12 11 a 10 5x8 11 1.5x4 11 5x8= 1.5x4 If 5x6 11 4-0-0 9-8-0 15 4-0 19-4-0 4-0-0 5-8-0 5-8-0 4-0-0 Plate Offsets(X,Y)— [3:0-2-12,Edge),[4:0-2-0,Edge),[7:0-1-8,0-1-12),[8:0-1-2,0-2-121,[10:0-0-0 0-2-121 [10:Edge 0-5-8[ [12:0-4-0 0-3-0) [14:04-14 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.18 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.34 12-13 >659 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:102 Ito FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP SIP No.2,W4pt* Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 2x4 2x8 SP No.2,W4:2x6 SP No.2 and C-C Exterior(2)zone;cantilever left and right OTHERS 2x4 SP No.3 exposed;C-C for members and forces&MWFRS for BRACING-TOP CHORD reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Provide adequate drainage to prevent water ~ROT CHORD ponding.4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 5-10-11 oc bracing. rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 14 = 973/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 10 = 967/0-8-0 (min.0-1-8) bottom chord and an other members. Max Horz y 7)Provide mechanical connection(by others)of truss 14 = -79(LC 13) to bearing plate capable of withstanding 369 lb uplift at Max Uplift joint 14 and 434 lb uplift at joint 10. 14 = -369(LC 12) 8)Graphical puriin representation does not depict the 10 = -434(LC 13) size or the orientation of the puriin along the top and/or Max Grav bottom chord. 14 = 973(LC 1) 10 = 967(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1380/1125,3-5=-1769/1520, 5-6=-2007/1729,6-7=-2007/1729, 7-8=-1379/1109,4-5=-295/304, 3-4=-276/296,2-14=-860/940, 8-10=-857/920 BOT CHORD 13-14=-822/1197,12-13=-838/1197, 11-1 2=-838/1186,10-11=-846/1186 WEBS 3-12=-720/911,6-12=-453/529, 7-12=-757/873 NOTES- 1)Unbalanced roof live loads have been considered for this design. ansiyFlma tlmegYrrziu.n A110 1i6i:St5�t7;nEY3.ftI.IN56:GA6'll,^dS(9SiCYj'Uf!'d731YcOt:FlwuiMl'6n inJl kup Fataain uinl ssn4t Fnl to iy Vn iy rtP`�ati tie ls8aj r.Lxtt 6;lt 4kinz 54eiEeVaem 4`lnseamiu ixidwrte l&O,tdl gdskoa�rikttt ttrll4n/Writ iWur td21 irss C4m Erroeer{v:5rtotEr Up vl smith rtrnxeri mteq^xtdet ltrt nnl nr h�ytekn:&i4>f4 tt lesltdksupz Tn lgrtlt Ibt rqt 11'+ W3 rn 6sp---Fae,4-br root whfl9r. w"tilde. +ts4acilti�t r m y;imde,c a a.�,ttxtmd�tx�ttarawto a:wntidntaLn,¢c lrrb�ri oymirl n,t ddtu�cu i r:uatrner t r,:� 1 AnthonyT Tor66 III,;P.E.- 9srta fn '�'� !.'7 1!'!� Rl. r r N;pfiPrt.mirrusysShcYetn! ltleld 80083, ' .fez ,gx¢![irnela rgni ssrMue IC^sN 9e lrt lies Ir edatdnrtM.rL Ieudsvky ldtenmtllsRr�ifiti11 P 1534 etldn efixjana pilm�IPFl lfiaslitnq;tnlDa niti+itdR I st WvPa;iiets N.i h.:troll is YcnL9nn:nkti e v!a!1 t«nmm tl r 7n e t ulremet ehN:ikrnt Ytpure tfi[retl,uWrw,rxtntnugnac�Mxd trtvtl i:1¢rudiiNW nt�i'dduarml- &t St. ;FLi Jl4 • - ForfPier_e;fL'34440 Gpptg6!D 1016 Rd r:glLma;-kihagy P Tmn.,e II P.F,Rtt1q�9Ui]C GI Iblf d0IU0EgL Iq UqP bIm:IS plgllbfltd,MdbUgn6U MitltU ptIAlS41UU IIUfO A I PaOtltpsus Aningay i:T:co III P.P: S Job Truss Truss Type Qty Ply XCAS5512CB C07 Roof Special Girder 1 1 A0083505 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:05 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-pFEU PaXrGYMV15YekTVGcpHDz?wRM3EOEVi7oTyiK50 16-0 6-9-0 11-6-0 17-4-0 19-4-0 20-10-0 1 6-0 6-9-0 4-9-0 5-10-0 2-0-0 1-6-0 Dead Load Defl.=318 in 4x4= • 5.00 F,2 3 4x8= 4x4= 4 Wt 1.5x4 II 2 1.5x4 II o 1 3 7 0 1t 11 19 20 21 3 12 10 9 �8. 5x6 11 4x4= 4x4= 1.5x4 11 4x4= 5x6 I I 6-9-0 11 6-0 17-4-0 19-4-O 6-9-0 4-9-0 " 5-10-0 1 22-0-0 Plate Offsets(X,Y)— 14:0-5-0,0-2-01,[8:044,0-2-81,[13:0-4-4,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.38 10 !>602 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.53 10 >427 240 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:92 lb FT=O% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 3-12=-336/627,4-12=-2035/1637, Standard WEBS 2x4 SP No.3'Except' 4-9=-2057/1361,5-9=-171/400 Vert:1-2=1-70,2-3=-70,3-4=-70,4-5=-70,5-6=-70, W1:2x6 SP No.2 6-7=-70,8-13=-20 . OTHERS 2x4 SP No.3 NOTES- !' Concentrated Loads(lb) BRACING- 1)Unbalanced roof live loads have been considered Vert:9=48(F)19=-16(F)20=6(F)21=6(F) TOP CHORD for this design. Structural wood sheathing directly applied or 3-5-15 oc 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) purlins, except end verticals. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; BOT CHORD Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)' Rigid ceiling directly applied or 3-11-13 oc bracing. gable end zone;cantilever left and right exposed; WEBS Lumber DOL=1.60 plate grip DOL=1.60 1 Row at midpt 4-9 3)Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing be installed during truss erection,in 4)Plates checked for a plus or minus 0 degree ! accordance with Stabilizer Installation uide. rotation about its center. 5)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 13 = 968/0-8-0 (min.0-1-8) loads. 8 = 93010-8-0 (min.0-1-8) 6)'This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 13 = 132(LC 8) rectangle 3-6-0 tall by 2-0.0 wide will fit between the Max Uplift bottom chord and any other members. �13 G -615 LC 8 7)Provide mechanical connection(by others)of truss 8 = -755(LC 9) to bearing plate capable of withstanding 615 lb uplift at Max Grav joint 13 and 755 lb uplift at joint 8. I 13 = 968(LC 1) 8)Hanger(s)or other connection device(s)shall be 8 = 930(LC 1) provided sufficient to support concentrated load(s)38 lb down and 30 lb up at 13-6-12,34 lb down and 2411b FORCES. (lb) up at 14-6-12,and 34 lb down and 24 lb up at 16-3-4. Max.Comp./Max.Ten.-All forces 250(lb)or less except and 168 lb down and 32 lb up at 17-4-0 on top chord, when shown. and 16 lb down and 24 lb up at 13-6-12,29 lb down', TOP CHORD and 6 lb up at 14-6-12,and 29 lb dawn and 6 lb up at 2-3=-1345/838,3-4=-1295/802, 16-3-4,and 110 lb down and 86 lb up at 17-4-0 on 4-16=-1109/893.16-17=-1109/893, bottom chord. The design/selection of such 17-18=-1109/893,5-18=-1109/893, connection device(s)is the responsibility of others. 5-6=-1248/957,2-13=-887/654, 9)In the LOAD CASE(S)section,loads applied to the 6-8=-805/652 face of the truss are noted as front(F)or back(B). BOT CHORD 12-13=-546/1138,11-12=-2107/3110, 10-11=-2107/3110,10-19=-2102/3121, LOAD CASE(S) 19-20=-2102/3121,20-21=-2102/3121, Standard 9-21=-2102/3121,8-9=-750/1066 1)Dead+Roof Live(balanced):Lumber Increase=1.25 WEBS Plate Increase=1.25 3-12=-336/627,4-12=2035/1637, Uniform Loads(plf) I anyFlaa6aalul rz�r fu ina�nis x 3;-[i�iwseE�soai;eslosteur rmajsaiC>ril�u.gr6atina!!<vny,�a„�i�nr� rii�„e.;N�a�1rc`na�lm::ytt,��,r �m,il�ieitn.�.ed ;em;yra reseiee,yit ert*ale riniiltseurz!>covirlia i!T-Dwp!rghnp'I*6lw�a v�q�tooJylm®gnl leaEtWy,ipu �ocrttrtircl ,dee,yttTro ryni':hiocmr�tFli,i ay,o.� l u antra AutticnY T.7omti6 Ill;P-E:. i ned G'7 ss/xnp lilN gls hei!siY:lrtidd Csr ke 0sen m&,hN yetisae rat(re'g gu;ntt;Ce Id51I'.IkC(da,IvdlILejieHMIELt th yln,d>dA Igo loifisldn dfl trdsEy�lTey s�r`rye,6fifinq treiiosWi tz rc�,tldnp d Ulir31c70•sym n44dotla.ll(uhssrid�Cs10,NffilrtCutnlNe3a,s ffillul;y6rpeeHSteti t#i aoea tllSl)115:k/{rP W55J eisdna t4lpasd pilul.lfFl2dnlstli'reianu*ettfis hi kniiAMl ssMsgen lin h7iieWlnssYmhJan:lillss 4451;St Lurie Blvd,. f ,iGemso G6x11,'anon ipatlqu�resalE o7lMr uill!!l lk En'�<bEpnC Efi lrllulCiilluyaLvsi SEs�r Egbu ol[1fa;71iq.tg rtlpftrNbs'ne Nab,IsltVl: •, - Foit,Pier`ce;FL`34945 tappighr92014 A•I ioolLasszi-,Acih9nyf I m5eil(;P,F Repiodulti�cnhis dulumeet;in auy ksjn,is plo6lhel xuhouttfie asinn pelmistieefiem.Fl i oflmsut;;Atgooyf TnrS'eti(;P.E r J Job Truss Truss Type Oty Ply XCAS5512CB C08 Common 1 1 A0083506 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:06 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-H RoscwYT1 sUMfF7gIA1 VgOpOrPO05kTXS9ShLvyiK5? 1 6-0 6-9-0 13-6-0 1-0-0 6-9-0 6-9-0 4x4 II Dead Load Defl.=1/16 in 3 5.00 12 2 4 1.5x4 II 1 o Im 0 e e e e 6 5x6 11 1.5x4 11 5 5x6 11 6-9-0 13-6-0 6-9-0 6-9-0 Plate Offsets(X,Y)- [2:0-1-2,0-2-12),[3:0-2-12,0-2-0),[5:0-4-4,0-2-8),[7:0-0-0,0-2-12j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.05 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.12 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:52 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x6 SP No.2*Except* Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) W2:2x4 SP No.3 gable end zone and C-C Exterior(2)zone;cantilever OTHERS 2x4 SP No.3 left and right exposed;C-C for members and forces 8 BRACING- MWFRS for reactions shown;Lumber DOL=1.60 plate TOP CHORD grip DOL=1.60 Structural wood sheathing directly applied or 5-0-2 oc 3)Plates checked for a plus or minus 0 degree purlins, except end verticals. rotation about its center. BOT CHORD 4)This truss has been-designed for a 10.0 psf bottom Rigid ceiling directly applied or 8-2-13 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 5)'This truss has been designed for a live load of accordance with Stabilizer Installation uide. 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 REACTIONS. (lb/size) bottom chord and any other members. 7 = 716/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss 5 = 579/0-6-0 (min.0-1-8) to bearing plate capable of withstanding 496 lb uplift at Max Horz joint 7 and 371 lb uplift at joint 5. 7 = 160(LC 12) Max Uplift 7 = -496(LC 12) LOAD CASE(S) 5 = -371(LC 13) Standard Max Grav 7 = 716(LC 1) 5 = 579(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-796/724,3-4=-788/715, 2-7=-648/863,4-5=-508/585 BOT CHORD 6-7=-504/642,5-6=-504/642 WEBS 3-6=0/268 NOTES- 1)Unbalanced roof live loads have been considered for this design. Nntur Fl ti pnrnie ca JIh d IiI5Ss'kt [Fill Tiini onsas(USTCYy VM. IM6i.F kI W.10,&pyn 5e M;x1 w'n u61T sthy 6.ur;if2),akW ke jIink N' Gh, swii ne ni C'at sIdd i Ica u11 U leiea,rurWssMlles IhsSe tOC n{e sa!1s Ins Cars Gpitn{.e_SFeashF Gpry G vsl eyrp ry esah mrvrCstdos rsd I inrn y yu:walas�G::pan�,u r 1ry�dn 5.1"Lu' bu tni r Gappn�rxuik ir.ul:i wnsdar pntheny3.'Tom6'o IIIi.P.E. u/ned Ce sR:er F,Cdg Ue 1 scrtidbC a CiGi r+lhmre wesnoe hdrmyB ga-mp:udeddtx�&tP(WMG�I kf lsidrMlFF1 ikenmddM M1D' let faU o•M In.s,ak Gybia`I S'p hr[fiwol Gtrslsla{tx F dAjd $80083 ' lie l.3Gyps rai0atrtdn.lNM is q:nto tl}G pxpses Ir tdtiisdlkkn.�ar brpsmSaetilat aunnanradlanrm 15*.l leln 1txr�dpilue.lnl Snis Mses�sdASsNQtiisaA has D:uen,Tios Cn�re7aenMlnsrYmhJnei:nkn 4451:St.Ltfde Blvd, .iMr!io Ghxdl eswial!9s+.d luk mua lF rirvMshlh:i.:iNrri sCssp G7oKs'n[]Itl 6rIlhlas:ryt xhau Srme[ipnno nr/riOy;:SNarComl kalmild�s! RFI Fort Pierce;FL 34446 Cippighr�D 7UI6 Ad Y^.altmssac,1eih�ayt T mSe.FE,P.E,Repdnni>F i114isdommenl;in mytotm npio6i6iiz{vnhaotihe mntenpmm�haa imm A;I&allnsus=hihoayCTeeSo Il(,..P.E. Job Truss Truss Type Qty Ply XCAS5512CB CA Comer Jack 10' 1 A0083507 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@aItruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 131 2016 MiTek Industr es,Inc. Thu Aug 31 13:54:06 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-HRoscwYTlsUMfF7glA1 VgOpWtPUG513XS9ShLvyiK5? 1-6-0 0-11-11 1-6-0 0-11-11 1 ' o=-- il 5.0022 T1 11 1.5x4 II 3x4 mY d I' I 0-11-11 I 0-11-11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (I0c) II/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:8 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 9 lb uplift at' TOP CHORD joint 3,195 lb uplift at joint 2 and 29 lb uplift at joint 4]: Structural wood sheathing directly applied or 0-11-11 oc . pudins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in II accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -9/Mechanical 2 = 230/0-8-0 (min.0-1-8) 4 = -29/Mechanical Max Horz 2 = 65(LC 8) Max Uplift _3 = -9(LC 1) 2 = -195(LC 8) 4 = -29(LC 1) Max Grav 3 = 25(LC 8) ,;2 = 230(LC 1) 4 = 48(LC 8) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat,11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right • exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. ' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a I; rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Yniy Fl tlmgSirrem 5e 1110 ➢eSSOrA 7'`ntf3fl l7Yf l(OfDT4di(OflCllr"14+3 ji11['rilrgeYfll'hn-le tu�rxczfm M�eclner 4asr sr2nip0 ogpg'"aid6r ltCaj l�fuk Cy! rrM,srnrdq� •,W��r:�r�d Ri«ls!j - ` Wrs'CcsaayleMck�knarxSelpiaTEid!a rnssg..cbl®ntu-irk!erbp�rn.�fwjrt�rgrnrm®�c raa,rr ury.�iu;nxng 4.a4� ys.panew r ageeignepoce>frwalnil.T trq,o��spnixLrr�a,��;wns :.Autlibfi T Tombo illy PE.: iaidoy r:k6�Isl�q am,ur irlRjAd6C urkrg.mseANeaege5 inert(s'gnym;Nxewharf0r�W6r aK�hs1�,14gid+wR41 rlxeirnddfirIDAals/fr.Uaedtlrlj!sidtt�tudaysl�ra:�smmun+r�gsial�ernr tilanla ' ...,� r 7.. 1 f'^ pdi� 9 nitt9nAMI nsO _;;7ioi oGpL, eilfrrsrYmdAa,kde�i = �:ergi one,��wl�gs.�aq!i�ri,�sn�fr�arn�°tsdnara.Nrmsyi.So,�i�x�ss�„rn :mr ,N�iaain�duhndcirks�e�ie�o�tnr�,:n�,�.nsabmr., ..... ... _ .. 4451StLud061vG. PC;1,4046 Gprygbrlj,lQl6 AEI A°ei tlosSef-Ag6onyT i m5e IIt,:P,f,`Btpl�orfie:cf ihrs documtnflin uny Porn is piofi3i(a{wtlhout>he mmen pelmnslao lioa 6 I f aotlmsus=AMhpoyt:Tocho II(;P.E: I r Job Truss Truss Type Qty ply XCAS5512CB CJ1A Comer Jack 9 1 A0083508 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 MTek Industries,Inc. Thu Aug 31 13:54:07 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-mdMEpGY6oAcDGPiOruYkhEMhcpgZgCJghpBEtLyiK5_ -1-6-0 0-11-11 1-6-0 0-11-11 3 5.00 12 2 v c T1 1.5x4 II m 81 0 1 ' S 0• Q• 4 3x4= 0-11- 0-11-1111 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 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 Cade FBC2014/TP12007 Matrix-MP Weight:8 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 5)Refer to girder(s)for truss to truss connections. OTHERS ERS 2x4 SP No.3 ( y others)CHORD 2x4 SP No.2 6)Provide mechanical connection b of truss OTH BRACING- to bearing plate capable of withstanding 9 lb uplift at TOP CHORD joint 3,178 lb uplift at joint 2 and 40 lb uplift at joint 4. Structural wood sheathing directly applied or 0-11-11 oc pT BOT CHORD LOAD CASE(S) Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1/Mechanical 2 = 230/0-8-0 (min.0-1-8) 4 = -40/Mechanical Max Horz 2 = 65(LC 8) Max Uplift 3 = -9(LC 12) 2 = -178(LC 8) 4 = -40(LC 1) Max Grav 3 = 7(LC 8) 2 = 230(LC 1) 4 = 50(LC 8) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. a.�ri�e.yurle:�nelua ncsisvraraurluusaLo�i�esr6srru;�uiaa,r[bu[crtaiee,tenrnnellwxlw.f rr,feeiYe ��o�,aem,/nTlT:r�in� u� sknl�a. e�lvaxn.iHrd/.,memo�ir rATskm�erldar iellkes igrrt100nh Sdt ls�i si Ces�rirnexlu Sieadry Sri,..f Me led u yT6Djgrtj imiapext dnfr i.ld uP iye>hev.i3tl hr S<I vlad6e sb�iTfe iryetf�ii l�0 It ISntRI.Puavfn•Sun�x?5.4m�if do cwt:ii!ul. pnthcri 7,Ttimtio llI�P.E.. elisedm n TamriNldy efnr itidgC k C.vei vAakxgiznEerwTL.IH a;urrluhidh H!'MR[ tMlallbx'tligd+ulTr1 rkgy,'dwli;r /.lbeg 00,l-, .lnrbTe�mi'pshe6.oiluyiW;i 4 aR,nanid_ y_ 80083 ' ' De D>aLrG•s'px Sd 6die9a iflethf u'fd'a GIO^tI11.TRCtti nl pt•r sdfirr:tl i4apxmYeq ld, La(ILSIII:ti4i/lr 1' lSG.l mldn tWI .P!=>; 1PFl ifiasp_nq SA8a15 aiCtfsdn LISSO•sne;iiou Ce!,r6-.feullmi Yuhlnu:ukii ".. ' larmr4rmllrrranM e�.tr c,..,giTarrcKci da;Tk Tns mip[Iaiirnt7lmt fluroliyrcximfls ng rgXiav'I Taatbar:_{ukladiaer rz;uerceos efamti. Fort N.6ce,UFl)de (49, Gppig65,D3016A1AnolTnssec I,eingupLLaub d(,P.F.Re�fldun.x elt6u documtet;maay torm,is piohitgad.wd6oat±he rrmenpermrsiitdmm A,I iaalTmsszsa�ihoeylT^coJ(:P.F: 39gab Job Truss Truss Type Qty �Ply A0083509 XCAS5512CB CJ1C Comer Jack 2 1 Job Reference o tienal Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug!31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:07 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM WafyykfaB-mdMEpGY6oAcDGPiOruYkhEMXvpq)q 16ghpBEtLyiK5_ • -1-6-12 10-10-15, 1 12 0-10-16 5.00 F12 2 3 5x6 1.5x4 II 1 i cp m I .7 t� i 6 �54 3x6II 046%II o5H 0-9-15 0-0-4 Plate Offsets(X Y)— 12:0-3-0,0-2-121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 I>999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) -0.17 3 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:19 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; ' OTHERS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)' BRACING-TOP CHORD and C-C Exterior(2)zone;cantilever left and right lStructural wood sheathing directly applied or 0 exposed;end vertical left exposed;C-C for membersl -10-15 oc and forces$MWFRS for reactions shown;Lumber BOT CHORD except end verticals. DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 10-0-0 oc bracing. 2)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 2-6 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 4)'This truss has been designed for a live load of accordance with Stabilizer Installation uide. 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 REACTIONS. (lb/size) bottom chord and any other members. 6 = 286/0-7-4 (min.0-1-8) 5)Refer to girder(s)for truss to truss connections. 3 = -109/Mechanical 6)Provide mechanical connection(by others)of truss 5 = 11/Mechanical to bearing plate capable of withstanding 610 lb uplift at •Max Horz joint 6,109 lb uplift at joint 3 and 893 lb uplift at joint 5. 6 = 200(LC 9) Max Uplift 6 = -610(LC 10) LOAD CASE(S) :3 = -109(LC 1) Standard 5 = -893(LC 9) Max Grav 6 = 794(LC 9) 3 = 135(LC 8) 5 = 611(LC 10) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-1906/1338 BOT CHORD 5-6=-316/214 WEBS 2-5=-1630/2411 I. PF16g'Flyu tlmryllireie Cx 11GUuig65iSG ill-rt[G3t117HS6,5tU7k,A3(CSIpM-WIdj.UG:3'[[difGT Yn'tetllk q.Wle9usMnll r�fntat into sipPn ui;IG:)eidi4l!n ii f!sk F;i 4ir S4:iMv FJ Ge:iut.�!InC1IG0 dl pd!t ,mll kls!/�u wni y'tu,unso it rt,r_tj�ei6Gx n,Fly�m r4rl nil IdaJF��!rel�hnyr w r a Gnu dexwi r Gry Odra p�egiai,Tue g us e y rh wns pjtthcnyT'Toni6511t,P_E nin dCr u(ar:IniGi11511sM1!mG wNtdmCrle;4!C+ri!efilmNgif!!nednitmggng+r;i� Fdetdhlm@ei!(f Ih11xISalfn�ilkMTFl1 Tie,ryGpds4h IGGFI..yfid dAlir:ss,kdHnjlaAall� l;hshflaliilhlolgs3dil'x i ��en)d-. :6bv ueS.71Fips++gxirl pakitlx lkM sifxlYRlfi /ptixCur Ir<d',tdPe Wk"ir5¢prm khtldl 7a IllllGhG:kili lP IS&Am)elee ettaipFdp!aci ltFi!ffialdlles)p1t111114'6f1AI1,IlfsOss,nF:iiMiCLI{iljatFRl ifK lkfihdF l.tdxf' 4451 5t Lude'Blvd, ihv n!IdalF rsanip lgFlryuM xikgryG!ch 11�{11ti sOssn Glaeiin[71Mb'11iy01tlgF xT!ss nli.E!Gh•aAniH90iG:.ltl npduN'xs IIs151tl irn. - f Forf 4terce,FL:3464& � (eppsg6i01616Adi GlLatsas,tpihdoprf n p{I(,P,E,Repradun.x clthls docnmeet inunp tGsm rsptphiliftdxahuulGfie Girmen pelmissiaa hemA li otLniszf-�nihoojfT:c5c t3f,P.E; I Job Truss Truss Type Qty Ply XCAS5512CB CJ3 CORNER JACK 4 1 A0083510 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:08 2017 Page 1 ID:dYwLu KW3rbWAGKsFhMWafyykfa8-Epwd 1 cZkZTk4uZH DPb3zERusMD9iZfZgwTxnOoyiK4z 1 6-0 2-11-11 1-6-0 2-11-11 - 3 5.00 12 Io m `n T1 N 2 E31 6 1.5x4 II e 1 4 e o. 2x4= 2-11-11 2-11-11 Plate Offsets(X,Y)— (2:0-0-2,0-0-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 FBC2014ITP12007 Matrix-MP Weight:14 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 61 lb uplift at BRACING- joint 3 and 152 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 73/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 31/Mechanical Max Horz 2 = 106(LC 12) Max Uplift 3 = -61(LC 12) 2 = -152(LC 8) Max Grav 3 = 73(LC 1) 2 = 263(LC 1) 4 = 50(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Vmly rl flrtKlll ni4 h lliC.r71RSi315'.aEi�eSi3Al f.IW6,:1kC114AS(OSiCYjlT.il jiU'AOilE[hY[kl�rnn�reidt tevp rx¢aanendinl , ais ms,e,iye�ar�o',a,'an lro�l:ie�o;r Ihrnt SlMtelae n_Caev Cariu fadnGelE�,nli uirrcm�rdarr etC izenlw to nil,a��Im ors re aq,;sraae,rive e,�nR�lrv.yeumaeo do ray, ei asw,ngn,r al�matr:q,a wl�r rq.�sne:rx it en lnL i�rrv�nug al r 4 rsasr Anthony T.Tombo IlIj P.E. W-Ifi nsrx,.rlritd;sM1ller uralaC mt:C..vle�lmiNgetaeekitnrD,mxa4e m,Iar.,rcnertt IrxVWhgne,' i%l 1IN1S"i, t_Rm,aan mu ere.jfisa dot e<p..cnitmngn �,ahretnnlde udil t: .r ,tiara. y.8U083 aelevarc taosr aria men nan,lo atlxrrtcsui INxaaearyrar pre�.p eds¢411$a¢WnOtSnrALM1aa arN�a.P lL11`1-i ul$ piinnet l{:ggns�,ivl I s o,saa:fie�Eev�piEyrantlnnpmhann.iekti 4451 St.Lueie:6lvd, .ipir%i 6ual.eSwrcaiiprelquli rc<ih0pas,AA lit l nDespGrbnrrs 01 IN l�q-401W 1150es[i}iewd rfeWeg.uirnaidx:;aerseo51e:4F1: rort Pierce,FL.34946 • QpplghlrDtQI6t4ERttT1Y512i 1z169RrITumuRa[,P.f,RepldRauaulthrsdncuoett;inbuyttrmisplRhitnzdaBhootth6rclinenpeuvssiaalram6li�atGPsszs-AythRRrfT:¢hRN(;P.E: Job Truss Truss Type Oty Ply XCAS5512CB CJ3A Comer Jack 4 1 A0083511 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 Aug131 2016 MiTek Inddstries,Inc. Thu Aug 31 13:54:08 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-Epwd l cZkZTk4uZHDPb3zERusMD9NZfZgwTxnOoyiK4z -1-6-0 2-11-11 _J 1-6-0 2-11-11 3 ' 55.00 12 Ci T1 2 1.5x4 II 131 I. 1 ri• 4 o• ri• I . 3x4= 2-11-11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:16 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 5)Refer to girder(s)for truss to truss connections. j OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 67 lb uplift at TOP CHORD joint 3,143 lb uplift at joint 2 and 2 lb uplift at joint 4. Structural wood sheathing directly applied or 2-11-11 oc . purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 or-bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 73/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4. = 31/Mechanical Max Horz 2 = 106(LC 12) Max Uplift 3 = -67(LC 12) -2 = -143(LC 8) 4 = -2(LC 12) Max Grav 3 = 73(LC 1) ,;2 = 263(LC 1) 4 = 56(LC 3) li FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=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;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. u�.�-n�nlnsunl:e.runm nQa�3;ae2u7usec'aa�reil6srryju>13♦uuCtitir�unrmnira(urmy�.dllSwlnf ! sii6,le.Sipen��o:l:w:de{!n yr,l.taTrtlda,itnFedat.0 tititlea:,.m��ec�rw,..q jZTitoaa+dfissleUk�serkrleNOaN�tli fl�imiOsce F1(�SY[iSie .Gpv's vdnmp rd'gew11®Icl itlepda mll nr,wl�rsry:di�'4 axrnndklirrN.Tml,i�aA15cICG nir ecenlfl-I,Itie&sgt w7 ,l»rudwclMtq Anthony IT To 1%P_E. le/'nedrr fx mjtrilkg ae te(s'rlAjdmtC key"egsaa{lhef l(esnnefulf lBesryro'IRet a IdMIIr;I4Q( the bzl aIElp,idza/TRi tk inii Idn Nanl ay fefdri dfi n'"sdstn(kxeTayd jl;pmrdY. huy lldf is leN 3daj d: 4 W}I{rQ(tl'SI$.4(ftat(llh�dt(IN![(!1S tdlt Ri7tl tJfliRCl[[f rrlEdMSddtkil.(rl•�fldlddl AnBlhA�I�lltrdfifttrfrr'h1Htldq J1Yd(eiSiPeTPfI1�1Sf a1)!5)11f311 WrtfAfed Ml Si tlL,�C�TMStlI.I(IJH3FNNt r1lSS{rE!hadt�tdtiS iMrcm leFxi{!'lingiiglKryn¢nE i7druslsllnllN.Tk La.iPetprlp2vn17rpl J.wliy0iilpr lrlus191ka(r d ;NThn:ltlgindullkz,-llitdnlf sihl. - - �4 4'u 80083 - 4451;St Lude _ _ _ FcrCPiercr Fl. ' - - (eppig4rD'3016A.IIeoilmiseir,AnihaayJ7,mSe,1(;P,fReplolopiaeblt6isdommtalinunylotm,tsplo6ZitedwuhautthdvlideppetmisliaHlo®Adiotirus131'�.,ActhonYl:TaxSiitl(;P.p: Job Truss Truss Type Qty Ply XCAS5512CB CJ3B Comer Jack 2 1 A0083512 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:08 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-Epwd1 cZkZTk4uZH DPb3zERumCD9lZcvgwTxnOoyiK4z 1 6-12 2-10-15 1-6-12 ' 2-10-15 5.00 12 3 i2Kn 1.5x1 (6 N 4 6 5 1.5x4 II 5x6= � 2-10-15 2-16-15 Plate Offsets(X,Y)— (5.0-2-13,0-2-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.00 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:26 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; OTHERS 2x4 SP No.3 Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever e an r TOP CHORD a til left 9 Structural wood sheathing directly applied or 2-10-15 oc exposed;end vertical left exposed;C-C for members purlins, except end verticals. and forces&MWFRS for reactions shown;Lumber BOT CHORD DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 9-1-1 cc bracing. 2)Plates checked for a plus or minus 0 degree rotation about its center- MiTek recommends that Stabilizers and required 3)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation uide. loads. 4)`This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 6 = 278/0-7-4 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fat between the 3 = 57/Mechanical bottom chord and any other members. 5 = 29/Mechanical 5)Refer to girder(s)for truss to truss connections. Max Horz 6)Provide mechanical connection(by others)of truss 6 = 237(LC 9) to bearing plate capable of withstanding 101 Ib uplift at 6Max Uplift -101 LC 8 joint 6,59 lb uplift at joint 3 and 230 lb uplift at joint 5. ( ) 3 = -59(LC 12) 5 = -230(LC 9) LOAD CASE(S) Max Grav Standard 6 = 278(LC 1) 3 = 57(LC 1) 5 = 128(LC 10) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-266/259 BOT CHORD 5-6=-425/253 WEBS 2-5=-4701788 enhrFl huap(Irunr he 4lat r�e�s]5.18 e[i7ll Tiwi(O trkn te:n,h q.,r MI,dn1 ii,W,tu[p Oil Ya�O."dMIVt 16.r Unk81 V.W. Skrtdw _:Ei.dze�lu,�l.6 14d;ulj F1QriBami1ltl,s kU ten aturtcNDnle,dtl i st T.Egwee(+Srw,iry[iU n s>1 nary,ita rq eum nlv,±iildo Udenimislgreadgiryocdi6p lr 3x ru+,ndSe.sbiNrrt_iryeh3v lilDt Ir aFnlln.i'ettia,uua�in,la4s,n4in,.which, - ei, dm ,a.eH a aejdo c nc'c M,Alma e,wtw �e:hrune faarcn,¢(w.h:s c i.� aml rh dsmmonre u do r:,. ( ha Antha y T6hibo Uli P-E.. a ! m5! a.-s. t tr.' v �� A• h dn,nlh y 5d 4 6 t nanrd 80083 f o�p:ar.aa gxrvzGvti�n ttainsr,6hn.10t,a aRcy, trrdasdr.wi.�a; isee id„,u,,a(mt knitFmsr� ,pan eirx ��d,>;l.Irri:fi,isntiryn: pevi l,an t s osm:ircisenmbr_�wt� ua,a,n:,.ku 4451 SP Lucie Blvd, ,nenis r.r„Ht,+Mii1M�tupnisw7,1lveltl,I,t,ikrncsAs,Gaaeant9an,nuna0i8anr x7,n,sa,ksGyev(d,ft70,(.}Nirvd dxr ur±i'aas,a.mt: Zt Fort.Pierce;fl`i34996 topjvg6l fD-7016 Ad Pvvl Tresses-Avihnvyi T.r.v d6 P.E:.Repsvdupi��I thu domr�evf:in huq kim n piohiliizd wahvvttt3e.mitlen peimissivv by®A:I&vt t,esszY..Aefkvvy,i T:o`F•v Hf;P.E FJob Truss Truss Type Oty PIY �3513 S5512CB CJ3C Comer Jack 6 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2010 Print:8.020 s Aug,31 2016 MiTek Industries,Inc. Thu Aug 31 1-54:09 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-iOU?EyaMKnsxWjrPzJaCmfR16cT716pz87gLxEyiK4y • 1-2-0 -1-" o$-e z-11-11 , 5.00 12 0 s-s 4 1.5x4 II 3 m ' 1.5x4 11 2 I`r oI 1 j 8 5 1.5x4= 3x4= I 7 6 0-8-8 1.5x4 11 1 I 10-0T15� 1-9-11 —� 0-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) it/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.02 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:21 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2*Except* 6)Provide mechanical connection(by others)of truss B3:2x4 SP No.3 to bearing plate capable of withstanding 61 lb uplift at OTHERS 2x4 SP No.3 joint 4 and 148 lb uplift at joint 2. BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc LOAD CASE(S) j purlins. Standard 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. i REACTIONS. (lb/size) 4 = 88/Mechanical 5 = 20/Mechanical 2 = 271/04-12 (min.0-1-8) Max Horz 2 = 106(LC 12) Max Uplift 4 = -61(LC 12) 2 = -148(LC 8) Max Grav 4 = 88(LC 1) .5 = 34(LC 3) 2 = 271(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. ' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-0-0 wide will fit between the bottom chord and any other members. ar.iy-n�6u�urnnr.ncitioane0.s;uia��i3umusscvnvascortcupma�uri�e'[twinrtiai��kimpap.;�wni.arnra:m,teir,en.�;io;'.as<�rir,i<�r�.u�nnsa,iel.�ceanr�rt:�sia ¢�rsa,uii gdie+m�.rF4hfsh0lt iGrSe7BCrtkrdi lfTnrpeg[ymx{v-.Si�M6PEfl:sslwo-y�fU'rtl tsnu eye+ppar�dMrrrtcsindsPevrigiom3rttl�5s hsmdflesn�e fn iryeW�7k1G9 h ertlRl.i Mtr+eae�.:es,lt.eLv s.nndi - - Sm¢v4nr3_m 1dei(ba-m silgfne r.ka„rteti,g_;m lc�imiadrt sl iits rcWuxrrtnuyrs�r;Esw cqiort.h,t mad 4lryoCuomesl 4;;s+Atrs2Cic.�luxkrr lte3rflrte�nei_s1ee�Gmnk naehWr1 10®�1 Bmd�srs�5us xuh mdre�afA0 6ls rIIr:;GelBliSnrlmlxn lvisdzVYj 7 nL;q�dtdn aeli lbtcn.>J.;iskd:RRt�,cd�dti0n lleUfiOn_is nttuj feyJns dflr.rnr!t+a,aaidr�deeibldurt,7o,n.li;;Tn�rtfisforrbnw,Fhrt,,�M;igyp stSid iv @wx ad f:dwA�4dsi AntnY f.BOOB�III P E. 4515t&icfe-Blvd fnnCes4eENd w . aµ�el'xrnsnddude7r41 ' ;Furf:Pr_erce;FL;34a46 � Gppig6l9;2016 A:I ieattrosset-,An1h�!inyTT mSeIII;P,F;Reprodoaia¢clt6is dommtaCin unyfarm,isprE6ilq�d wd6aalibh drmenpelmisiicejiom"Aliaallrpsu;,Aethouy:ITcolll;i.E; Job Truss Truss Type city Ply XCAS5512CB CJ5 Comer Jack 3 1 AO083514 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:09 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-iOU?EyaMKnsxWjrPzJaCmfRzgcOP16pz87gLxEyiK4y -1-6-0 4-11-11 1-6-0 4-11-11 3 5.00 12 u� m 1 O N N 2 1.5x4 II A' Q• x4= 4 4-11-11 4-11-11 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 0.51 Vert(LL) 0.06 4-8 >974 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 4-8 >658 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:20 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 118 lb uplift at TOP CHORD joint 3,157 lb uplift at joint 2 and 2 lb uplift at joint 4. Structural wood sheathing directly applied or 4-11-11 oc pT BOT CHORD LOAD CASE(S) Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 142/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 63/Mechanical Max Horz 2 = 158(LC 12) Max Uplift 3 = -118(LC 12) 2 = -157(LC 8) 4 = -2(LC 12) Max Grav 3 = 142(LC 1) 2 = 342(LC 1) 4 = 92(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Ymiy Fltne siFlpreiu rn 111C f ItCi$s51t'i"y nFi3Ati W36t9kC'flClS fUhCYj lOfd'j:U:A6at([wutAl'.Isn.ltriff tiippnatrnn9rnl 4 Sa YxEt ipen ur(IC,)ib tle acii pl Lets 6;t 4M on SkeiEdn Wenv^elx ral ¢e ll0;utp NdticswatrlmsikllkuettvktlCCaG tdi Ltin gau E.tmes(15pa�dry GpuMb xd eryl0,ryemse et7raudetpa5rzmtl usnvilgl.sgoc�'.dgb 3t ltuiad0e sh�ler dprrinti.ieo rdr ntnini,ru u�p,ag clAatt dv cwiswp Anthony?Tomtrollt;P.E. nfned Lr W p4dl Mup aditid4C MG Ceen eA'dye5 ine lnTFe7C 'bx,ude ldn Ct4 R( Id bal kglitj eikWIFl-11:eppmd db iC0 /bj r.�h dflti u;'sdrFyMsds}9 ry;bshfetiwtu k�ytidfk fi mp tusdaJd, =80083 , - ' Oe L9f�Hsrfx ue Gelid NM},tA•Ct1C ul&pm5¢t Ipcd'-isdlM ht rbq IY&lhaLn NSfjpd§.k`t111"nlSCl eueM ttk�*sd piltci lP�I t3xs RtngnstA�ts nlNtisit0.lnss0.s tna,Trvfs G�ph,*sta nllnsf Yuth9nn;ubfs ' ' - 4451.11.Lucie>61vd,,iMria Wuedl t'xetA'I iPnt iutnsm 1.r7i Nell isN,iGtnssgubGginE9ln krflua OiilprcrtLns Snbd GpbvldtyN1bq:.SN¢rpolal rea ne ss daft lxlRl. Foit Pierce,FL34440 Gpptgh!�I016 dd Naoifrosses-Lnih9ny I TmlrIli,P.(,Re�todoAma ilihis dnmmeot.in ony htm,it piohiEgzd wahuut the vrinen petmtsc�aa fio@ 51 i atfiaius�Apthoay.fa:eEo tlf,p.t, Job Truss Truss Type Qty Ply XCAS5512CB CJSA Comer Jack 1 1 �' A0083515 Jab Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug,31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:09 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-iOU?EyaMKnsxWjrPzJaCmfROHcSkl6pz87gLxEyiK4y 4-3-11 4-3-11 2 5.00 12 I' m v ♦ O N N 1 B1 I I 3x4= 3 4311 4-3-11 I' Plate Offsets(X,Y)— [1:0-1-5,0-1-8) 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 0.36 Vert(LL) 0.02 3-6 I>999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.02 3.6 1>999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP I Weight:17 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x6 SP No.2 6)Provide mechanical connection(by others)of truss TOP CH BRACING- to bearing plate capable of withstanding 61 lb uplift at Structural wood sheathing directly applied or 4-3-11 oc joint 1,101 lb uplift at joint 2 and 18 lb uplift at joint 3: purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 191/Mechanical 2 = 115/Mechanical 3 = 77/Mechanical Max Horz 1 = 110(LC 12) Max Uplift 1 = -61(LC 12) `2 = -101(LC 12) 3 = -18(LC 12) Max Grav 1 = 191(LC 1) -2 = 115(LC 1) 3 = 96(LC 3) I FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; 1 Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. vary Fleti dutaillrtrcrfie 1'I ltrr16513 Yl��efr3lt LltLSlt7t618:t5 r9fTGYilOrda11ti9C(C'oYSi'.tvn Ina,h prmzvntWteNw!•t mt route pB ur�p:,,eidbe litiat l:Ytste�.r 6fit�steitda.u..&ltu¢'buu caei qbt riO,Rij �7Teiac�emr llel�jsUk€/kralCO blt tdi It rot Otv¢G [sSiuMtr)Rp�t hudua€1.iP;repnatt olmr^slSb€rrihisix�l'etywxiq eyocu�ktrMSx4u7td,btwp i€n Irrlxncetw my€urctni..iva.gt uns�uc r�'�tc wtdi!.oi AnthonyT T6n&1IP;P_ . W n'edCr tb.mi lNNt am tiArAeeC€er MC-dts#Vtmdq€f€b rsdWgOnmv,itBa wbadhf1L146(Wb€(alt lhgiH•W IrFI rt R!-,dfb NO 1€"ryfi€Nn dtlrnu,ad€Cnrkeday sl i•pshi.tfiaolkue1tShc Psuy tang!!• '.80083., _ r titi�l�ro-t�,rmi€arma 1Ne€bsr.{.b.ro d5xrmsrci do�d�p7.ar6 prt€aSse�r{aE d�pdnµw:anrry IS&A nb rrx1�aw:� trtttdmttttiyn,�ilhetaitelb t o5ne,i�ot�;�hrmaedirtstYn.bAan�ulni git515t.LuclrnBlvd, fiber n:4M1N1,eas qc#1 a iEghllpmesi ittl_ikr,o€t yaignc rat uwait t€€t+t,sr .yP dorr,uq.cuaryabd♦a a na�€d tot. - U". r6r4.Pierre;k.14946 � Gppr561�Z0161,1t oiLnse[tmihh�yti m ciI[,P.E,'Rt�oao€faa ct t6ts docemeet'in ougfolm,ls pio6iEi(z1,wGtoon6emmenpemtitianitgm5li elPmsui=lVcihooy GT?PSo tl(,P.F; i Job Truss Truss Type pry Ply XCAS5512CB CJSB Comer Jack 4 1 A0083516 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:10 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-AC2NSIb_55?n7sQbX05RJs 9t0ollZ27NmQuTgyiK4x -1-6-0 4-11-11 1 6-0 4-11-11 3 5.00 12 1 r 2 1.5x4 II B1 1 6• d. 4 3x4= 4-11-11 4-11-11 Plate Offsets(X,Y)— (2:0-0-13,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.02 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.03 4-8 >999 240 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 Weight:24 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4)•This truss has been designed for a live load of BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 4-11-11 cc 5)Refer to girder(s)for truss to truss connections. purlins. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 118 lb uplift at Rigid ceiling directly applied or 10-0-0 cc bracing. joint 3,150 lb uplift at joint 2 and 10 lb uplift at joint 4. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard ` REACTIONS. (lb/size) 3 = 133/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 72/Mechanical Max Horz 2 = 158(LC 12) Max Uplift 3 = -11 B(LC 12) 2 = -150(LC 8) 4 = AO(LC 12) Max Grav 3 = 133(LC 1) 2 = 342(LC 1) 4 = 104(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=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;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. om"r-fiese llatettlrrzrerdt./IIC tILKS3 S1B;eER3r1 inM56[Jlg,R:dS(9g.CYrUffil)1U:dlin61L'Rr hm.Imhk.pp..�s W�nlu�sudas Gn,i yeB erup(16:;.k@ kunj l.isak a:r-4'rreoa fkeildnen_Echts Cn:irz CJrl Nnl lCg,edp giiiaz<�ar phns itUpn lk7Se TeoNrt ldlU Ins OKU ErpusOtdpeastry6ps�'e sslwglM sy escmaw�p:x dNprxn dv,aany p�ldt)b U dvpd 14'.1%1-heels 6M tree INI Niwp—ftKx,lery,edv cssnW#y oi,s<ae ,w.rrnsr m p c,dwc ac-o6c mbdy'zse wd�g�;w+udgtAn,u:,wr� leaf�xii d adml n, .d,ce ren i �a- ra i.s,na, i hcd.�dG ,idl tam Edna. AnthonyT TomfioIll;PE. .80083 ' aergar�o- n:rreF.an raensstrn:a 1➢grdRxpi[Cius Ipeamsdmt<n.�rG,pimstyudfrz�m{lcinr�lo-e;.n tr !s&aei:hneriucr nape tl6iefiktrttie_gn:�msg»lemicdn i stg.s+ ;tin on�pt jjla.i ssuud.� ulec; gg51 St:Lui:10.Blvd, mnnn Gball rignoityr¢ed p.a. tf*s hk7p Nos luriaed.ik Gas Dsrp 6raeu nLll n,Cr illy Oiilpn psl ss 5s>fed 6ps�etdnrNiOry;._gc pkd dl na;ur sida5nlmliki. -- • - .. Fort;Pler!'e;FL;3g448 (eppiighl,Z 2016A IRoof posses-AeihooyT.hmhe ill,P.f,Rearcdunioa"d ihts docomeofin'ody talm,upioh�8zdxuhooBfie arfien pnmissiaa lre®AIFofGussas;Aclhooy Ciem5o 116 P.E Job Truss Truss Type Qty Ply A0083517 XCAS5512CB D01G Hip Girder 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,31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:11 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-eOblfeccsO7e10?o4jcgs4WGBQ1 HmvOGcQ9R?7yiK4w 1 6-0 7-0-0 11-8-0 16-4-01 22-8-0 1-6 0 7-0-0 4-8-0 4-8-0 64-0 Dead Load Deft.=5/16 in 4x8= 1.5x4 I '' 5 6= 4 5.00 F12 T 3x6 IV IV IV 6 �r 7 1.5x4 11 2 ri 10 23 24 9 25 26' 8 3x6= 1.5x4 11 5x8= 1.5x4 11 6x6 11 i 7-0-0 11-8-0 16-4-0 , 22-8-0 7.0-0 4-8-0 4 8-01 1 6-4-0 Plate Offsets(X Y)— [3:0-5-12 0-2-81 [5:0-14,0-2-81 [7:0-2-13,0-0-7] [9:04-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.28 8-9 1'>971 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.48 8-9 '>570 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.47 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight:103 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except- T3:2x4 SP M 31 WEBS BOT CHORD 2x4 SP M 30`Except' 3-10=-57/585,3-9=-577/1016, LOAD CASE(S) 132:2x4 SP M 31 4-9=-816/657,5-9=-680/1225, Standard WEBS 2x4 SP No.3 5-8=-36/514 1)Dead+Roof Live(balanced):Lumber Increase=1.25 OTHERS 2x4 SP No.3 Plate Increase=1.25 SLIDER NOTES- Uniform Loads(plf) BRACING- 1)Unbalanced roof live loads have been considered' Vert:1-3=-70,3-5=-70,5-7=70,12-16=-20 TOP CHORD for this design. Concentrated Loads(lb) Structural wood sheathing directly applied or 2-9-10 oc 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) I Vert:3=-276(B)5=-276(B)10=-324(B)8=-324(B) purlins. Vasd=132mph;TCDL=5.Opsf,,BCDL=5.Opsf;h=25ft;l; 19=-142(6)20=-142(B)21=-142(B)22=-142(B) BOT CHORD Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); 23=-68(B)24=68(13)25=-68(B)26=-68(B) Rigid ceiling directly applied or 5-1-7 oc bracing. cantilever left and right exposed;Lumber DOL=1.60 MiTek recommends that Stabilizers and required plate grip DOL=1.60 cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water accordance with Stabilizer Installation guide. ponding. 4)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 7 = 2048/Mechanical 5)This truss has been designed for a 10.0 psf bottom 2 = 2140/0-M (min.0-2-8) chord live load nonconcurrent with any other live Max Horz loads. 2 = 109(LC 8) 6)`This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 7 -1068(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between they 2 = -1117(LC 8) bottom chord and any other members. Max Grav 7)Refer to girder(s)for truss to truss connections. 7 = 2048(LC 1) 8)Provide mechanical connection(by others)of truss 2 = 2140(LC 1) to bearing plate capable of withstanding 1068 lb uplift at joint 7 and 1117 lb uplift at joint 2. FORCES. (lb) 9)Hanger(s)or other connection device(s)shall be Max.Comp./Max.Ten.-All forces 250(lb)or less except provided sufficient to support concentrated load(s)323 when shown. lb down and 407 lb up at 7-0-0,142 lb down and 193 TOP CHORD lb up at 9-0-12,142 lb down and 193 Ib up at 11-0-12 2-3=-4350/2309,3-19=-4744/2657, 142 lb down and 193 lb up at 12-3-4,and 142 lb 19-20=-4744/2657,4-20=-4744/2657, down and 193 lb up at 14-3-4,and 323 lb down and 4-21=-4744/2657,21-22=-4744/2657, 407 lb up at 16-4-0 on top chord,and 328 lb down 5-22=-4744/2657,5-6=-4169/2232, and 144 lb up at 7-0-0,89 lb down and 20 lb up at 6-7=-1788/839 9-0-12,89 lb down and 20 lb up at 11-0-12,89 lb BOT CHORD down and 20 lb up at 12-3-4,and 89 lb down and 20 2-10=-2052/3922,10-23=-2055/3944, lb up at 14-3-4,and 328 lb down and 144 lb up at 23-24=-2055/3944,9-24=-205513944, 16-34 on bottom chord. The design/selection of such 9-25=-1962/3779,25-26=-1962/3779, connection device(s)is the responsibility of others. , 8-26=-1962/3779,7-8=-1962/3760 10)In the LOAD CASE(S)section,loads applied to the WEBS face of the truss are noted as front(F)or back(B). 3-10=-57/585,3-9=-57711016, 4-9=-816/657,5-9=-680/1225, i rty ntn��emEf•mlti�,:nus;,ruurr�as,?Eex.rmyrasiulxr�vll:rian�unrnm Enagrs�r,•tseinct,asu+•�i�itmstq,�.nritrprWsmflEjlfP,om,rs.Errafuahenanf.tifutsa:�t�limb:ru,af. 'q2A as Eltss:b;Et?Sn6rta 1GF4Dl:n!d 111 n,ago Eeraeaµ,.pcsdr ugnear.,eetnsrl'iPDrspfn4lnxfgfwaane�flnvtuisyct#iry ncrns3n.7 Eu Cafev}oNra iisjitgn fristlatli[3Dair aetf lrt 1,`:HNunsslmgtixc.luir3PeWs"".eq ,�g,NOn'yT T0t'7bQ�IL;P:E:: .st.uddnr s fa�.r>zEf fans nj-'ieMd2 un.DLetisa?n•fttgrslafi,Ez{dtg3 s}xr,ah ia4rtx'd:tE,3e lCai n.6�d a;frtist4e ag iMl ra ggrfit(dCel Dta uE ieN tdot.�tit isit gsr�ury meg;ad:wtt+eieccl4e&t fn,ypto,b d. .. :3e�Sng'rage wsEuuasy saa;sse,acenei'satNgrsau'sa[rPh nidtn.t.Yr�uagbetsdtr..Edaartnfgarg«tesiakg ttitri siiaide euzW gnnl ln,.an�s,+i sa'iesr..aran,ul�ieskrxr,ss eugns.:�r+.,s[KcpLry ci=ms w.sten.,i. 4451St-,'Lucie Blvd. k3eli nf1Ue14lt Ec.a7 S�.aglgfiC\Irgf EEgtAf53aIng.P1l g:Nf Did}1 Et14tE^r�E1r+`�IIg RV}J#Rr_SS IfihP Etplatd !IP}+il Qf(R tiWL:aIU/lil iPErFL: � 'CP-'n Ei 't018 Ai18acfLestfl;Aitpcs Liec�kn lll,P.E i.'ridndiop otlh sdambLdL ind'a'rsn is d4tAed.A6ee116e•'riflen e,missttetiom A-1 too]TsnisF4-iAbGc 1.1 cFot F'erte;FLz 3494S, P P A Y qr oiEI.PE Job Truss Truss Type Qty ly XCAS5512CB D02 Hip 1 1 ce A0083518 ' Job Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:11 2017 Page 1 ID:dYwLuKW3rbWAGKsFhM Wafyykfa8-eOblfeccsO7e10?o4jcgs4WG4Q18m?eGcQ9R?7yiK4w -1-6-0 9-0-0 14-4-0 22-8-0 1-6-0 9-0-0 5-4-0 84-0 4x8= Dead Load Defl.=1/4 in 4x6 3 4 5.00 12 3x4 5 v 6 1.5x4 11 2 2 oI 1 _....._ 9 8 7 3x6= 1.5x4 11 3x4- 3x4= 3x6 11 9-M 14-4-0 22-8-0 9-0-0 5-4-0 8-4-0 Plate Offsets(X,Y)- [2:0-0-10,Edge),[3:0-5-0,0-2-01,[6:0-3-9,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.20 7-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.37 9-17 >731 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:96 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30'Except' gust) 2)Wind:ASCE 7-10;Vult=170mph(3-second g T2:2x4 SP No.2 ) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) OTHERS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right SLIDER exposed;C-C for members and forces 8 MWFRS for BRACING- reactions shown;Lumber DOL=1.60 plate grip TOP CHORD DOL=1.60 _ Structural wood sheathing directly applied or 4-5-0 oc 3)Provide adequate drainage to prevent water pudins. ponding. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 4-2-14 oc bracing. rotation about its center. 4 5)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 989/Mechanical bottom chord and any other members. 2 = 115610-8-0 (min.0-1-8) 7)Refer to girder(s)for truss to truss connections. Max Horz 8)Provide mechanical connection(by others)of truss 2 = 128(LC 12) to bearing plate capable of withstanding 357 lb uplift at Max Uplift joint 6 and 453 lb uplift at joint 2. 6 = -357(LC 13) 2 = -453(LC 12) Max Grav LOAD CASE(S) 6 = 989(LC 1) Standard 2 = 1156(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1654/1311,34=-1427/1380, 4-5=-1635/1350,5-6=-835/27 BOTCHORD 2-9=-1 005/1412,8-9=-1 002/1417, 7-8=-100211417,6-7=-1038/1421 WEBS 3-9=0/266,4-7=0/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. Mtaq flnie$rrir!HiN pIC J:IIUSi.�i$fIIR}Ctre6CTe'LLIDM3�l'71SIE77 N'L7R1�i,LC'JA".L.EYtAr hl¢.rn]rhi[i(ara!!a1RI1¢fe�..¢rc,iR(SE;p.tTrC((IGI�¢J ft( 1tan,I;.tafJ i$1LIe!FrY.1(irtil!hR4l DGIit l:Mtrit l:^,I R'�l�L-0,¢ir tluri:x¢ .r4ri,tr it nsdfn¢r IDF¢ae ssb!1r s rap tqh 1,_.lre:� nen..,irCnerflPD gne'tnx¢y+,us a PA6.Y Inyc ohr n:tns#Aet fa NtssiFuMNRriipn E(ad nr)D n arlin 1,4o n_essrxa ";Wa 0ezN ra s.ni.w-Lead q q Anthony T,TOrsti i. 3.,P.E. 3s WiSq.y�dwAlm, ntv.ft' (;ar{ M if 80Q83 4451 St- 36tYd.,3¢•i¢![mlatiC¢Srd aged qu krieigli m(aes m.W..let t,hSip Rjp'srii'111,Wtr 0sfyar.N rtin¢Frp 0.y)ol,4SrIRelt Sali.te`,2sW&L • Fort Plerce,FL.3z946, npyryE(u:,RQIBA-1800[Lesses-Ant6esy t.lamEe tlt,F,E.Ptpro-0auaaol mis dommear meAyf,m,n pmh:60ed.96auM1eMsineo permrsi:aetlom A:l faa{ynssis��Aathnayl:Toc5a111:P£ Job Truss Truss Type Qly Ply XCAS5512CB D03 Hip 1 1 A0083519 '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. Thu Aug 31 13:54:12 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-6b97tzcEdiFVNAa—eR7vOH3PSgNDVPOPr4v?XzyiK4v 12-4-0 -1-8-0 7-6-7 11-0-0 11-8-p 15-9-9 23-3-4 rt-6-0 7-6-7 3-5-9 -8- 3-5-9 7-5-11 ' 0-8-0 3x6 II Dead Load Defl.=3/8 in 3x4= 3x4= 4 5 6 I 5.00 F12 1.5x4 J 1.5x4 3 7 i I 1 i 1.5x4 II 2 132 8 !� 0 9 4x4= 5x8= j 3x6= 11-8-0 I' 23-3-4 11-8-0 II 11-74 1 Plate Offsets(X Y)— [2:0-2-14 Edge] [4:0-2-0 0-2-111 [6:0-2-0,0-2-11],[9:04-0,0-3-0] 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 0.87 Vert(LL) -0.20 9-13 I>999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.58 9-13 I'>478 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:98 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;j, WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) OTHERS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;C-C for members and forces 8 MWFRS for . TOP CHORD reactions shown;Lumber DOL=1.60 plate grip Structural wood sheathing directly applied or 34-5 oc DOL=1.60 purlins. 3)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 6-3-7 oc bracing. � 4)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6) This truss has been designed for a live load of 1; 8 = 1042/0-7-4 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 2 = 1157/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the, Max Horz bottom chord and any other members. I. 2 = 137(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 408 lb uplift at •2 = -470(LC 13) joint 8 and 470 lb uplift at joint 2. Max Grav 8 = 1042(LC 1) LOAD CASE(S) j •2 = 1157(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1785/1597,3-4=-1376/1272, 4-5-1208/1215,5-6=-1208/1215, 6-7=-1377/1273,7-8=-1791/1601 BOT CHORD 2-9=-1294/1562,8-9=-1300/1569 I' WEBS 3-9=-450/654,7-9=-459/662, 5-9=-676/770 1 NOTES- 1)Unbalanced roof live loads have been considered for this design. eeuy-rwcnuhluran fx llia rics3xa� aunxse va sresrcu rra etiar[eaur60.91wmw,.nnlw lia•, ssi�ssi�ps¢y{o;awm4s r;il.�e.e u� sm ieee.�r�lu :ns! Brea.ir pa�ra l n,ws�tu�laaetoualt�atil �n;o,4 1?4�Siw!h�P .aes�aa�.t�rsrreeane�clr �amrrt:z!x�u;m�grsu?¢?? r ��v�aoes !rn lgvd�etourdy�nmi.racavr,ea� n,.t ArithchyT To6661I;:P.E_ of nedt5�insGrwplsik grslhl�i s.NidhC In kiCrcer rAl foci rr6li�ratt rOnm6'iedrude rdhi Rlitt IMlvd'.u.I6rlid+M RLI.Rv,Ri idd64001pj filAelde lms bd�4ykttT¢lfl r%Jishf °n/kugs3d't Ce „Meld, _80083 , OiH0�0•sirsr msli!lihr 11(cfnt tmk�M10 11,9l,iivCvsNrzimsdflil faFUeycral5tefild!¢em�{F(rQr:lEkil if !9(l lido ttxr dpis a_1r41 iffmt@,iis)n,8+lsinl3hisd6l50->+7,'er;liess0eglLy+�nril�rtssYu h!<<Nlss t LuCIe Blvd,. 0lrn ixradiriiaeryradry `m iiau Najpu�i iird!lLtkl ship bpet!nLrdizll�yViiir xirt4m¢Eidlryflliry:;ld npq(kMM,u��s6d¢si ml_. rorE34a48 4451 5 � Gpplg6r9j:1016AIP�nttmsye..;rliiho¢yJiaSeIIL'.P;F;Peala7on.x:cl76lsdommeefighnplprm,ipinhi6hxdwadov'tltiedlmeppemisiipeGomAlialfmscziuthonYLi�aoti(,P.E � P r �� lerce FL` Job Truss Truss Type pry Ply o tional Jab Reference XCAS5512CB D04 Common 3 1 A0083520 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:12 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-6b97tzcEdiFVNAa eR7vOH3PbgNCVOQPr4v?XZyiK4v -1 NO 7-6-7 11-5-0 15-9-9 23-3-4 1-6-0 7-6-7 4-1-9 4-1-9 f 7-5-11 4x4= Dead Load Dell.=318 in 4 ' 5.00 F12 1.5x4 1.Sx4 3 5 1 1.5x4 II 2 At — 6 1 jY 0 7 4x4= 5x8= 3x6= 11 8-0 23-34 11-8-0 Plate Offsets(X,Y)— (2.0-2-14,Edge],(7:0-4-0 0-3-01 11-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.20 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.58 7-11 >482 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:99 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP ) 2 Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; OTHERS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;C-C for members and forces&MWFRS for Structural wood sheathing directly applied or 3-6-0 oc reactions shown;Lumber DOL=1.60 plate grip purlDOL=1.60 BOT C.HORD 3)Plates checked for a plus or minus 0 degree ROT C Rigid ceiling directly applied or 6-2-15 oc bracling. rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required q chord live load no nconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 1042/0-7-4 (min.0-1-8) bottom chord and any other members. 2 = 1157/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 414 lb uplift at 2 = 143(LC 12) joint 6 and 477 lb uplift at joint 2. Max Uplift 6 = -414(LC 13) 2 = -477(LC 12) LOAD CASE(S) Max Grav Standard 6 = 1042(LC 1) 2 = 1157(LC 1) FORCES. (lb) Max.Comp./Max-Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1792/1617,3-4=-1371/1280, 4-5=-1372/1281,5-6=-1798/1622 BOTCHORD 2-7=-1314/1570,6-7=-1320/1577 WEBS 4-7=-710/796,5-7=-478/690, 3-7=-469/682 NOTES- 1)Unbalanced roof live loads have been considered for this design. tlatiy Ft r.nut lilt r ae lltg liist jn d T[7S[[iuAI mJBIMMComm,Mtn an 81([wDr Ivo Wthf.p I.l le my[_Wm Skeitelot -CInGx ise C61 nr lEO,ufj Rtma+$r ldrs-idl 1.rs tq uiggn!rd'Li inssOEilm 4�51"'hib4 lq r+l�'+t4 +4��1'x der ln4ssmd a;.o iy spcd+4tt R•ks 4s�d@e wlk Tas iM2N WlOpulr�TA•1 fu usrp aaal:zei lstel.,d�etu mtsl' _ h madm g,.tulal n I�u,dac ac..p,n�smnilzrto:utr�e ;.a'aaadn,n_mawx:::7ralrauli[I kltmddn on rria?daidni ,sdraltwLq [.Am s.ottrr�ilb IRutnfd An oryT 8008boI1tiP.E: Oe.Wlr.7r ugx at�d�.d 1Nnhs idi.lun•i0 rd&/rsCtrl INu�sr Me IuLSI[r pxetl llenldra tnapl59ldi4e,1{I• t5L'1 eiiilee fbjsadplme.lRl hlxilhieq zaiLs nlAaadR I s 0-s�r;iiai oe;phgarn rellm tlmhdun:ukss t itln>is Ltmel 1,ug8i4 iptep ttitr Ibogfri.7lui ihnhii.lkrn sDrrlr.[rlmn?n E7tne{tl loiiliai xLrsisslK 6la*u�'n trlfiq,,{Ogmd dM.�,or ladnri Ttll" - 4451:St LUCie Blvd.. • Fort Pierce,K i34446 (ipjlighl,ID 2016 R'I iantLusses,ActhosryT Tnhe III,P.f Rtalidun..0 cf this furumeet,in ony foie rs prohi6gz{wuhnot tfie mineP ptrgistiae Ito®A:I Fot iresizl-Apfiohya:L^a5o IIf,P.G I I I Job Truss Truss Type Qty Ply XCAS5512CB E01 Common 4 1 I, A0083521 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. Thu Aug 31 13:54:12 2017 Page 1 ID:dYwLuKW3rb WAGKsFhM WafyykfaB-6b97tzc'EdiFVNAa_eR7vOH3TEgLBVQhPr4v?XZyiK4v 1-0-0 6-5-3 9-8-0 12-10-13 , 19-4.0 20-10-0 1-0-0 6-5-3 3-2-13 3-2-13 6-5-3 1-0-0 ' 4x4= Dead Load Defl.=3/16 in 4 s 5.00 F12 1.5x4,� 1.5x4 3 5 I' 1 I 1.5x4 11 2 6 1.5x4 11 1 7 Io 8 3x4= 5x8= 3x4= 9-8-0 19-4-0 9-8-0 9-8-0 Plate Offsets(X,Y)— [2:0-2-0,Edge],[6:0-2-0,Edge] [8:04-0,0-3-0] 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) -0.11 8-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.32 8-16 '>730 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:87 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;i� WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) OTHERS 2x4 SP No.3 gable end zone and C-C Exterior(2)zone;cantilever( BRACING- left and right exposed;C-C for members and forces& TOP CHORD MWFRS for reactions shown;Lumber DOL=1.60 plate Structural wood sheathing directly applied or 4-5-1 oc grip DOL=1.60 pudins. 3)Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. s Rigid ceiling directly applied or 5-10-2 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 97510-8-0 (min.0-1-8) bottom chord and any other members. 6 = 975/0-M (min.0-1-8) 6)Provide mechanical connection(by others)of trus''s Max Horz to bearing plate capable ofwithstanding 667 Ib upliftlat 2 = 179(LC 12) joint 2 and 667 lb uplift at joint 6. _Max Uplift 2 = -667(LC 12) 6 = -667(LC 13) LOAD CASE(S) Max Grav Standard 2 = 975(LC 1) -6 = 975(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1447/1296,3-4=-111511042, 4-5=-1115/1042,5-6=-1447/1296 BOT CHORD 2-8=-982/1264,6-8=-986/1264 WEBS 4-8=-592/661,5-8=-378/549, • 3-8=-378/549 i NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 9my1a dMnuurroxLIa1Eri�tiala�3;aiau i'ulcer:r'u�raiimrui'u�ra'jean:e;[[wui'6ninar knp�a, � iK1 c r;hsticlpm .yto,;emkmyt t�.t<¢;esinikin �.�, .IQ crl ee lio yij piiie�mdmri>.diksl�luleaNil�tcu,Imso�uuro•'?-Irk?r-eP .o.sz�nm�ra^ry�nan�c.r*..,aee,prx;Pga;� �ynsp„amfi takppdeen� rns.lyna��nerromr�dml.nues�w�a; uwcv���sr. MthonyT.�Tornbo11I,T:E. nl npdC ssLx.mrrijM:I Ii:nj speArdtle C.nr,tr�C�scAsAW a•{et mos&dfx;Onr¢n�a Qeun IARe II:;@eyL IMloxlb lrnrsdzal RLi rte R,ddtu NO nl p/fie9 sdtle tpn;kder r�Tsy si r;j�sMrt:.MYrt�s6dklemrnsnenj d-.- �80083,,,,. 'oelamlMsr�n:clGrtiax nlMessrnAelklO^W�e Meu mpi�aldmE<at.�6 cmf 5Y> �p1uU :llrmnf4ueilbn etirr rd plan SF+I tdmrs�n@n. mal[ e�t,�o ,i+�sorgr.tye,nullns:uam�niw�si 4,515t.Lurie Blvd,. .' ;sMrnsiuhadke(RnarynE pi3nGujH,F7 pans WlLplik inn Pss:pF�>oNSiGIIMrniliy DetlkTnss SSSIdLfsgf�)Oy:.19 cy0dasiAkx;ns StldurloitFl,: i' - ,Fort Pierre,fL�4940 � <epl7igdTDZ016 A�R�olGossei;AeihanrLimSeill;P.F;Repoducti�a it�6ts document;in o6q torm,ic pio6ihiied wahoottAe inmenpcimissiaoho®Ali otfmssz[;-AptAooyl Tge5o 9l;.P.f; i Job Truss Truss Type Qty, Ply XCAS5512CB FG01 FLOOR 1 2 A0083522 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al lruss.com 8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 14:03:42 2017 Page 1 I D:dYwLuKW3rbWAGKsFhMWafyykfa8-QFccVtWnOrddlm9X18MZVUggRbuJ240Jvm-9zwyiJy? 2-9-8 5-5-4 8-1-0 10-8-12 13-6-4 2-9-8 2-7-12 2-7-12 2-7-12 2-9-8 Dead Load Defl.=3116 in 1.5x4 II 3x8= 1.5x4 II 4x16= 3x4 II 1 4x12 2 3 4 5 6 W1 W3 4 3 W 3 4 W W W1 B1 13 11 14 15 10 16 17 9 18 19 8 20 21 5x10 MT20HS= 7x14 MT20H8= 3x8 II 4x8= 3x8 II 5x10 MT20HS= 2-9-8 5-5-4 8-1-0 10-8-12 13-6-4 2-9-8 2-7-12 2-7-12 2-7-12 2-9-8 Plate Offsets(X,Y)- [1:Edqe,0-1-121,[3:0-2-12,0-1-81,[8:0-6-4,0-1-81,[9:0-1-12,0-2-0],[10:0-6-0 0-1-81 [11:0-6-0 0-3-81 [12:0-0-0 0-2-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.22 9-10 >712 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.42 9-10 >372 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.06 7 n/a n!a BCDL 5.0 Code FBC2014frP12007 Matrix-MSH Weight:175 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31 NOTES- BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3*Except* 1 1)2-ply"x3")nails as follows: ) truss to be connected together with 10d Wi:2x6 SP No.2,W2:2x4 SP M 31 Top chords connected as follows:2x6-2 rows W4:2x4 SP No.2 staggered at 0-9-0 oc,2x4-1 row at 0-4-0 oc. BRACING-TOP CHORD Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 oc. Structural wood sheathing directly applied or 2-8-14 oc Webs connected as follows:2x4-1 row at 0-9-0 oc. p T except end verticals. ROOT CHORD 2)All loads are considered equally applied to all plies,Rigid ceiling directly applied or 10-0-0 oc bracing. except if noted as front(F)or back(B)face in theLOAD CASE(S)section.Ply to ply connections have i REACTIONS. (lb/size) been provided to distribute only loads noted as(F)or 12 = 7212/0-4-12 (min.0-3-0) (B),unless otherwise indicated. 7 = 8701/0-5-0 (min.0-3-10) 3)All plates are MT20 plates unless otherwise Max Grav indicated. 12 = 7212(LC 1) 4)Plates checked for a plus or minus 0 degree 7 = 8701(LC 1) rotation about its center. 5)Recommend 2x6 strongbacks,on edge,spaced at FORCES. (lb) 10-0-0 oc and fastened to each truss with 3-10d Max.Comp./Max.Ten.-All forces 250(lb)or less except (0.131"X 3")nails. Strongbacks to be attached to when shown. walls at their outer ends or restrained by other means. TOP CHORD 6)Hanger(s)or other connection device(s)shall be 1-12=-5239/0,1-2=-11503/0, provided sufficient to support concentrated load(s) 2-3=-11503/0,3-4=-17615/0, 1154 lb down at 1-1-8,693 lb down at 1-5-0,1153 lb 4-5=-17615/0,5-6=-1086/0,6-7=-283/0 down at 3-1-8,693 lb down at 3-5-0,1153 lb down at BOT CHORD 4-9-12,693 lb down at 5-5-0,1153 lb down at 6-9-12, 12-13=0/961,11-13=0/961,11-14=0/18177, 693 lb down at 7-5-0,1153 lb down at 8-9-12,693 lb 14-15=0/18177,10-15=0/18177, down at 9-5-0,1153 lb down at 10-9-12,1308 lb 10-16=0/18177,16-17=0/18177, down at 11-5-0,and 1364 lb down at 12-6-12,and 9-17=0/18177,9-1 8=0/1 3170, 1156 lb down at 12-9-12 on bottom chord. The 18-19=0/13170,8-19=0/13170, design/selection of such connection device(s)is the 8-20=0113170,20-21=0113170, responsibility of others. 7-21=0/13170 WEBS LOAD CASE(S) 1-11=0111637.3-11=-7326/0,3-10=0/2870, Standard -7=-1 339/5-9=014879,5-8=0/3401, 1)Dead+Floor Live(balanced):Lumber 5-7=-13339/0 Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-120,7-12=-10 Concentrated Loads(lb) Vert:10=-693(F)8=-1153(B)13=-1847(F=-693, B=-1 154)14=-1 847(F=-693,B=-1 153)15=-1 1 53(B) 16=-1 153(B)17=-693(F)18=-1 153(B)19=-693(F) 20=-1308(F)21=-2520(F=-1364,B=l156) Vn4141-6mr11rreowoe'l IIDrt R9sF3iSUM 611311 I1N56 MIDIRLS)M?0mi'mi-J'un-31091 1'Wn,rod/trip p-* nr,nluS,uti,I.,,h9p D-kIO )WMW.1I.Teat,a!,eL teiVn3 Sundae ne.Dde,e a..m cddm N ICU.ear lar,i�a,r dn,wll 1 n IfeN'IN n h ea:t l;enne No r,s-{iu,spear&V�;d:ue,, jm ryn,ms®ee p ge am p t:si rodj Wa m I. W Anthony T.Tombo III,P.E.ndhTnn Ix ke3:adfiet0noyfieliudfiermsods4Mdq9ve{pon'tiwniF�ridi6md v80083 ' nee,=rgD:9¢uWhao-eder.Nedn,deaan:IDDWaarnnn.eergridenaneenre{ee�nnSsdeglanaeaa;usnrI6:tlrleaassuae,dae�ltlaedpue-..in{t�aernen,rnavie,Warman:In,;h,ea,rn>SDe,p[egeanilnssu man,nlen 4451 St.Lucie Blvd. efia.ise lermelha;oeaaa egratain n nmra h,al puree ImhN,lh Irri DeCp Grim,ISEIid trline Oe,ipa,erLm;Sn4a[yka am Y illiry.;JI arnd¢el Ixx;us 1;tdtesl m RLI. (oppigh197lIIdAd YaafTress^s-Anthony Llamha 111,P.I.Repradoniaa afthis dammem,in any farm,is proh30ed without thewin..perniissiaa hour Ad laafynsses-Amhoay T.tan5olli;P.E. Fort Pierce,FL 34946 � I Job Truss Truss Type Qty Ply XCAS5512CB FG02 FLOOR 1 A0083523 Job Reference o lional 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 Ind'uslries,Inc. Thu Aug 31 13:54:14 2017 Page 1 ID:dYwLuKW3rbWAGKsFhMWafyykfa8-2zHuHfeV9JVDcUkMmsANTi8lEd3AzEoi IOO6cRyiK4t 2-7-13 5-0-0 7-7-6 10-0-15 12-6-7 14-11-15 17-5-7 �19-11-0 22-10-0 2-7-13 2-4-3 2-7 6 2-5 8 2-5-8 2-5-8 2-5-8 2-5-8 2-11-0 Dead Load Defl.=114 in 4x8= 8x14= 8x12= 2x4 II 3x10= 2x4 II 3x10- 2x4 If 4x12= 1 7x8= 2 3 4 5 6 7 8 I 9 10 N .a 6 W 6 6 I i B2 2021 222319 2425 18 2627 17 28 16 29 15 3014 31 13 32 12 33 34V11 5x10 ii 10x10= 4x8= 4x16= 7x14 MT20HS= 3x8 II 10x14 MT20HS= 3x8 II 10x14 MT20HS= 5x8= 2-7-13 5-0-0 7-7 6 10-0-15 12-6-7 14-11-15 17-5-7 19-11-0 22-10-0 2-7-13 2-4-3 2-7-6 2-5-8 2-5 8 2-5-8 2-5-8 1 2-5-8 2-11-0 Plate Offsets(X,Y)- [1:0-4-0,0-4-4],[2:0-3-8,0-2-0],[4:0-6-0,0-4-8],[10:0-6-0,0-1-12],[11:Edge,0-2-8],[12:0-7-0,0-5-8],[13:0-5-12,0-1-8],[14:0-7-0,0-6-8],[15:0-64,0-1-8], [16:0-6-4,0-3-12],[17:0-5-8,0-2-0],[19:0-3-810-6-4],[20:0-6-4,0-0-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.28 14-15 .>748 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.54 14-15 >390 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-MSH Weight:534 lb FT=0% LUMBER- TOP CHORD 2x6 SP 240OF 2.0E 7)Provide m to echanical connection(by others)of truss BOT CHORD 2x8 SP 240OF 1.8E BOT CHORD �' bearing plate capable of withstanding 2746 lb uplift WEBS 2x4 SP No.2*Except* 20-21=-1463/0,21-22=-1463/0, to joint 20. WI:2x8 SP No.2 22-23=-1463/0,19-23=-1463/0, W4,W6:2x6 SP 240OF 2.0E 19-24=-12536/0,24-25=-12536/0, 8)This truss has large uplift reaction(s)from gravity W5:2x6 SP No.2 18-25=-12536/0,18-26=-24350/0, load case(s).Proper connection is required to secure BRACING- 26-27=24350/0,17-27=-24350/0, truss against upward movement at the bearings. TOP CHORD 17-28=-603/0,16-28=-603/0, Building designer must provide for uplift reactions Structural wood sheathing directly applied or 5-8-3 oc 16-29=0/28441,15-29=0/28441, indicated. g purlins, except end verticals. 15-30=0/28441,14-30=0/28441, 9)Recommend 2x6 strongbacks,on edge,spaced at BOT CHORD 14-3 1=0/29071,13-31=0/29071, 10-0-0 oc and fastened to each truss with 3-10d Rigid ceiling directly applied or 6-0-0 oc bracing. 13-32=0/29071,12-32=0/29071, (0.131"X 3"I)nails. Strongbacks to be attached to 12-33=011987,3 3-34=011 987, walls at their outer ends or restrained by other means. REACTIONS. (lb/size) 11-34=011987 10)Hanger(s)or other connection device(s)shall be 20 = -2567/Mechanical WEBS provided sufficient to support concentrated load(s) 11 = 10283/0-8-0 (min.0-2-13) 3-1 8=-1 178010,3-17=0/23941, 1355 lb down at 0-8-8,2428 lb down at 0-11-11,468 18 = 24867/0-10-0 (min.0-6-14) 4-17=-8736/0,4-16=0/20788, lb down at )-11-12,1354 lb down at 2-4-0,468 lb Max Uplift 5-16=-269/0,6-16=-11447/0, down at 3-11-12,1354 lb down at 4-4-0,468 lb down 20 = -2746(LC 4) 6-15=0/2783,6-14=0/3699,8-14=0/3004, at 5-11-12,11354 lb down at 6-4-0,468 lb down at Max Grav 8-13=0/3129,8-12=11870/0,9-12=0/578, 7-5-12,1354 lb down at 8-7-8,2428 lb down at 8-9-9, 11 = 10285(LC 4) 10-12=0/17688,2-19=016059, 1354 Ib down at 10 7-5,1153 lb down at 10-8-4, 18 = 24867(LC 1) 1-19=-12256/0,2-1 8=-1 3222/0 1354 lb down at 12-7-8,1153 lb down at 12-8 4, 1354 lb down at 14-7-8,1153 lb down at 14-8-4, FORCES. (lb) NOTES- 1354 lb dovin at 16-7-8,1153 lb down at 16-8-4, Max.Comp./Max.Ten.-All forces 250(lb)or less except 1)3-ply truss to be connected together with 10d j 1354 lb down at 18-7 8,1153 lb down at 18-8-4, when shown. (0.131"x3")nails as follows: 1354 lb down at 20-7-8,and 1153 lb down at 20-84, and 1154 Ib down at 22-0-4 on bottom chord. The TOP CHORD Top chords connected as follows:2x8-2 rows design/selection of such connection device(s)is the 1-20=0/5655,1-2=0/12536,2-3=0/24350, staggered at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 responsibility of others. 3-4=0/2360,4-5=-18018/0,5-6=-18018/0, oc. 6-7=-31806/0,7-8=-31806/0, Bottom chords connected as follows:2x8-4 rows 8-9=-18260/0,9-1 0=-1 8260/0, staggered at 0-4-0 oc. LOAD CASES) 10-11=-7737/0 Webs connected as follows:2x8-2 rows staggered'at Standard BOT CHORD 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc,2- 11 1)Dead+Floor Live(balanced):Lumber 20-21=-1463/0,21-22=-1463/0, row at 0-9-0 oc. 22-23=-1463/0,19-23=-1463/0, 2)All loads are considered equally applied to all plies, Increase=1.00,Plate Increase=1.00 19-24=12536/0,24-25=-12536/0, except if noted as front(F)or back(B)face in the Uniform Loads ,11 Vert:1-10=-120 -20=-10 11 18-25=-12536/0,18-26=-24350/0, LOAD CASE(S)section.Ply to ply connections have 26-27=-24350/0,17-27=-24350/0, been provided to distribute only loads noted as(F)or Concentrated Loads(lb) 17-28=-603/0,16-28=-603/0, (B),unless otherwise indicated. I Vert:17--,-468(B)15=-2507(F=-1354,B=-1153) 16-29=0/28441,15-29=0/28441, 3)Unbalanced floor live loads have been considered 21=-3783(F=1355,B=-2428)22=468(B) 1 5-30=012 8 4 4 1,14 30=O128441, for this design. 23=-1354(F)24=-468(B)25=1354(F)26=-468(B) 1 4-31=0129 0 71,13-31=0/29071, 4)All plates are MT20 plates unless otherwise 27=-1354(F)28=-3781(F=-1354,6=-2428) 13-32=0/29071,12-32=0/29071, indicated. B=-1153)3=-2 5 7 B=1154,B=-11507(F=-1354, 1 2-3 3=011 9 8 7,33-34=011987, 5)Plates checked for a plus or minus 0 degree 6=-1153)31=-2507(F=1354,B=-1153) 11-34=011987 rotation about its center. 32=-2507(F=-1354,B=-1153)33=-2507(F=-1354, 6)Refer to girder(s)for truss to truss connections. B=-1153)34=-1154(B) �� •lQtlr.Mtt5f 3t,..l+rit!Niin r{r Ai1U$$J�Jl�}rtlFllii(t1L r�{j(II:�$I�i��17��1iL1�1: i�1�r aRf..1<ilf�Sp lCtelAliftllMlW?;n LFS 4RS5 ri4rl Tn li)[{rnlut{Snnrl�l{Rk®.r..11ltllN$InlltriR iit.�151(rlRfft Ctl nRtlL�,{Fir. Wb:mii$:r$Ya sN'krrstkinmlCt a'si nid.l tr rit:nirt tgRn ft.Sln"xri u{lien;�ttMnrsllOPrlpnesino.;e(hulant iihtirul spumq;ntnlidtlfa 6tt upMStsnii1115 A+iallmilt l3DWl imrirl I,Itta,mnEsxttraS U�sr etas:ssidG7!. Aythony T.Tomtio l[i';PE: sd.ii i(Aur ihrn.t#IlatR^z tin 7rrd*0 t n C offs tr'xaun:iledgee t-1NI)ngtty4CvtxY SfA 9,1x IC Rt ail dh,tgad xl tttl rn 4in tf2M1 6ou jsii!„tdAt ps� 'stn!lsAuyNrlr�3i�rEm s3hx�iVriC:t rs sµx s'f¢ -80083 ,. _ Ai rc;sii karw•nlrienictt 7�exi1 trlMn`UI"i¢ttu m2ssialnrll,Srei ttft Gdeg(i¢1a+55d±'i Sa'aedtw S6�ptiukdt<tfntlSlJ irdt 2MImNpitw�.pr N9 sas.mp, ..itti hl ids EMF.is'!i#ti Nit PtL [gate etrrcz kadWt,e nliis ' h 's#auite knrelnr(edfM etl a9.r li id o91s ltL'tetni7si mr i.lEil3t4er ul ai nSl AR nd 1ab rs R(iez!imulfalRltVl„ - 44515 JCC'Blvd, 7 r psi ! pa t � E• r� F&t Pierce,F1,d4936; '(opjrigPl@,70186-1 Foot Lesce3-Amkciy l.iomte lSl;Pk f-prcLaaiadoi@is dotomto4 inpritf m ispPolbped,nhacS l6eeritSen permi;trcsticm A-i tool TiPcstr=Ai16¢ifl.lesSo l¢;P.E I Job Truss Truss Type Qty Ply XCAS5512CB FG03 Flat Girder 1 A0083524 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:14 2017 Page 1 I D:dYwLu KW3rb WAG Ks Fh M W afyykfa8-2zH u HfeV9J V DcUkM msANTi8rxd7Gz8 g i1OO6cRyiK4t 3-11-12 7-8-1 11-4-5 13-74 3-11-12 3-84 3-8-4 2-2-15 Dea Load Defl.=1/8 in 2x4 11 2x4 11 x8= 1 5x6= 2 3 4x4= 4 5 1 T1 W2 W3 W3 W4 5 131 6. 9 8 7 6• 10 5x6= 3x6 11 11Ox10= 6 4x411 THDH28-2 7x8 11 3-11-12 7-8-1 114-5 13-7-4 3-11-12 3-8-4 3-8A 2-2-15 Plate Offsets(X,Y)— [1:0-3-0,0-2-01,[5:0-4-0,0-3-121,[6:Edge,0-5-81,[7:0-3-0,0-6-41,[9:0-3-0,0-2-01,[10:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) 0.11 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.22 7-8 >717 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC20141fP12007 Matrix-MSH Weight:184 lb FT=0% LUMBER- TOP CHORD 2x6 SP 2400F 2.0E 2)All loads are considered equally applied to all plies, BOT CHORD 2x8 SP 2400F 1.8E except if noted as front(F)or back(B)face in the WEBS 2x4 SP No.3`Except` Standard W1:2x6 SP No.2,W2,W4:2x4 SP No.2 LOAD CASE(S)section.Ply ply connections have Vert:1-4=-120,4-5=-260,6-10=-20 W5:2x4 SP M 30 been provided distribute only loads noted as(F)or Concentrated Loads(lb) 3)Wind:unless otherwise indicated. Vert:7=-5332(B)11=-1585 TOP CHORD 3) ASCE 7-10;Vult=170mph(3-second gust) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Structural wood sheathing directly applied or 6-0-0 oc Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) Attic Storage:Lumber Increase=1.00,Plate purlins, except end verticals. Increase=1.00 BOT CHORD gable end zone;cantilever left and right exposed; Uniform Loads(plf) Rigid ceiling directly applied or 10-0-0 oc bracing. Lumber DOL=1.ua plate grip to prevent Vert:1-4=-100,4-5=-240,6-10=-20 4)Provide adequate drainage to prevent water ponding. Concentrated Loads(lb) A REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree Vert:7=-4741(B)11=-1446 10 = 1716/0-7-4 (min.0-1-8) rotation about its center. 3)Dead+Uninhabitable Attic Without Storage:Lumber 6 = 7323/0-4-0 (min.0-3-1) Increase=1.25,Plate Increase=1.25. Max Uplift 6)This truss has been designed fora 10.0 psf bottom Uniform Loads(plf) 10 = -756(LC 4) chord live load nonconcurrent with any other live Vert:1-4=-40,4-5=-180,6-10=-40 6 2685(LC 4) loads.7) This truss has been designed for a live load of Concentrated Loads Max Grav Vert:7=-4093(B)11=-1-1232 20.Opsf on the bottom chord in all areas where a = 1716(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4)Dead+0.6 MWFRS Wind(Pon-Internal)Left: 6 6 = 7323(LC 1) bottom chord and any other members. Lumber Increase=1.60,Plate Increase=1.60 8)Provide mechanical connection(by others)joint 10 and 2685 lb uplift at joint 6. of truss Uniform Loads(plf) FORCES- (lb) to bearing plate capable of withstanding 756 Ib uplift at Vert:1-4=79,4-5=-61,6-10=-10 Max.Comp./Max.Ten.-All forces 250(lb)or less except Concentrated Loads(lb) when shown. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13, Vert:7=2245(B)11=569 TOP CHORD 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right: 14,15,16,17,18,19,20,21,22,23,24,25,26,27, 1-3=-59370/795,1-2=-5934/2500, 28,29,30,31,32 has/have been modified.Building Lumber Increase=1.60,Plate Increase=1.60 2-3=-5934/2500,3-4=-7873/3131, Uniform Loads(plf) 4-11=-7798/3122,5-11=-7798/3122, designer must review loads to verify that they are Vert:1-4=79,4-5=-61,6-10=-10 5-6=-6173/2254 correct for the intended use of this truss. Concentrated BOT CHORD 10)Use USP THDH28-2 t� rated Loads(lb) th 16d nails into Girder& Vert:7=rated )11=569 9-10=-248/551,8-9=-2500/5934, 16d nails into Truss)or equivalent at 11-4-15 from the 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left: 7-8=-2500/5934,6-7=-406/1110 left end to connect truss(es)FG04(2 ply 2x4 SP)to Lumber IncreaseRS Plate Increasea l) WEBS back face of bottom chord. 1.Uniform Loads(plf) 1-9=-2349/5616,2-9=-819/442, 11)Fill all nail holes where hanger is in contact with Vert:1 4=23,4-5=-117,6-10=-20 3-8=-599/321,3-7=-1021/2016, lumber. Concentrated Loads(lb) 4-7=-390/268,5-7=-3196/7869 12)Hanger(s)or other connection device(s)shall be Vert:7=2251(B)11=607 provided sufficient to support concentrated load(s) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right: NOTES- 1585 lb down and 607 lb up at 13-0-0 on top chord.The design/selection•of such connection device(s)is Lumber Increase=1.60,Plate Increase=1.60 (0.13131"1)2-ply truss be connected together with 10d the responsibility of others. Uniform Loads(plf) x3')nails as follows: Vert:1-4=23,4-5=-117,6-10=-20 Top chords connected as follows:2x6-2 rows Concentrated Loads(lb) staggered at 0-9-0 oc. Vert:7=2251(B)11=607 Bottom chords connected as follows:2x8-3 rows LOAD CASE(S) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st staggered oc. Webs connected Standard as follows:2x4-1 row at 0-9-0 oc. 1)Dead+Roof Live(balanced):Lumber Increase=1.00 Parallel:Lumber Increase=1.60,Plate Increase=1.60 Plate Increase=1.00 Uniform Loads(plf) Continued on page 2 Uniform Loads(plf) Ymvy-Flmlthsn)11lre ne 1'110iS nri3 A1�6Ei3At ildf l!]YDi/Y;OS(aS7GY{{Q!'d):IYJu>:i([6Yt1i'6nIsidl tenp hn.inssN sale�suSns rnssCvlp Vnimr�P';md 9t Y&ajl.Lsk A.rr Wrroa SkrttMen_&kss n^nnurlNnGi(40.u4 Wti[¢.amrlldrsiLll lerselkr�s IDO❑l sdL lsli❑U cikraFs{"SrysEf(:pu�lp•sslnaryiP sq tudsa eq ed❑e Rdt ndn,eY lgnyu:dSy4 Seksrpd0e snpT slrydelnX:l".�i I/su IRI.�ttsgs❑s.roes,Lear eLL�c�nswf Anthcnyl.TombolII,P.E. of r�d� Ix t Mrrl di r. dFC 6 O.ensM❑LN r3t#u❑h7tnl�srye;L7 udendh ll[8e R(WMbaIkl6q edeN1FF1.Ra_erM ddnr NOnle:yfi dN tft i cMCrylndsL sl ei,;mhrSa. ILnif sldl Ca 4 isYAld 4.80083 ' ' OeD fiaFsgxreN(ieh 1 Atl edes iF'egbR 10 dts rrtnSns IradmsAm kfisr( pn.m Ss4 lds aeLvuiNSrjr:1kk11 f• fSSJ asides n14. dpilaa lfll fivesHe'ng s3iLs i[eun dp I Ss U.s+gni nsCn��.Ey ❑eNl sYmh9nn:akii -- - 445)St Lucie Blgd. iaem�ufi.xlHl�ertii(gsir/gnk nsGgt rar❑sks LnLNf tk inn Oes:Er[ertrlin Filn r uigo:8�ef,xinis st,ns,or v[q qta uiq,ae cgtldLNnra;,❑egaaS efxlfl,L Fort Pierce;FL.'34946 � 6ppsg6�lD.iPI6Ad Nanthssxt Aeihuayi TanSg ill,P,F Repleduni�a etihts dncueieot;in ouy kiw,is piohiEiiesfx�hodhti'e.maienpN®sssiov Geo A1G olUasszs:-AethonYLTese56 A(.p.E i Job Truss Truss Type Qty A0083524 Ply �Lb XCAS5512CB FG03 Flat Girder 1 2 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. Thu Aug 31 13:54:14 2017 Page 2 ID:dYwLuKW3rbWAGKsFh,MWafyykfa8-2zHu IfeV9JVDcUkMmsANTi8rxd7GzBgil006cRyiK4t LOAD CASE(S) Standard Standard Standard Uniform Loads(plf) Uniform Loads(plf) Vert:1 4i-52,4-5=-192,6-10=-20 Vert:14=79,4-5=-61,6-10=-10 Vert:1-4=79,4-5=-61,6-10=-10 Concentrated Loads(lb) Concentrated Loads(lb) Concentrated Loads(lb) Vert:7=-3762(B)11=-1179 Vert:7=2245(B)11=569 Vert:7=-3071(B)11=-768 I. 32)Reversal-Dead+0,75 Roof Live(bal.)+0.75(0.6 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel: 21)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) MWFRS,iWind(Neg.Int)2nd Parallel):Lumber Lumber Increase=1.60,Plate Increase=1.60 Left:Lumber Increase=1.60,Plate Increase=1.60 Increase,;1.60,Plate Increase=1.60 Uniform Loads(plf) Uniform Loads(pin Uniform Loads(plf) Vert:14=79,4-5=-61,6-10=-10 Vert:14=23,4-5=-117,6-10=-20 Vert:1-4=-52,4-5=-192,6-10=-20 Concentrated Loads(lb) Concentrated Loads(lb) Concentrated Loads(lb) Vert:7=2245(B)11=569 Vert:7=-3064(B)11=-730 Vert:7=-3762(B)11=-1179 10)Dead+0.6 MWFRS Wind(Pos.Internal)3rd 22)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Parallel:Lumber Increase=1.60,Plate Increase=1.60 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Uniform Loads(pin Vert:1-4=79,4-5=-61,6-10=-10 Vert:1-4=23,4-5=-117,6-10=20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:7=2245(B)11=569 Vert:7=-3064(B)11=-730 11)Dead+0.6 MWFRS Wind(Pos.Internal)4th 23)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Parallel:Lumber Increase=1.60,Plate Increase=1.60 1st Parallel:Lumber Increase=1.60,Plate Uniform Loads(plf) Increase=1.60 Vert:14=79,4-5=-61,6-10=-10 Uniform Loads(plf) N Concentrated Loads(lb) Vert:14=79,4-5=-61,6-10=-10 Vert:7=2245(B)11=569 Concentrated Loads(lb) 12)Dead+0.6 MWFRS Wind(Neg.Internal)1st Vert:7=-3071(B)11=-768 Parallel:Lumber Increase=1.60,Plate Increase=1.60 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Uniform Loads(plf) 2nd Parallel:Lumber Increase=1.60,Plate Vert:14=23,4-5=-117,6-10=-20 Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:7=2251(B)11=607 Vert:14=79,4-5=-61,6-10=-10 13)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Concentrated Loads(lb) Parallel:Lumber Increase=1.60,Plate Increase=1.60 Vert:7=3071(B)11=-768 Uniform Loads(plf) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Vert:1-4=23,4-5=-117,6-10=-20 3rd Parallel:Lumber Increase=1.60,Plate Concentrated Loads(lb) Increase=1.60 Vert:7=2251(B)11=607 Uniform Loads(plf) 14)Dead+Uninhabitable Attic Storage:Lumber Vert:14=79,4-5=-61,6-10=-10 Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Concentrated Loads(lb) Uniform Loads(plf) Vert:7=-3071(B)11=-768 Vert:14=40,4-5=-180,6-10=-20 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Concentrated Loads(lb) 4th Parallel:Lumber Increase=1.60,Plate Vert:7=-2968(B)11=-934 Increase=1.60 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Uniform Loads(plf) Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Vert:14=79,4-5=-61,6-10=10 Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:7=-3071(B)11=-768 I: Vert:14=-52,4-5=-192,6-10=-20 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Concentrated Loads(lb) 1st Parallel:Lumber Increase=1.60,Plate Vert:7=1151(B)11=372 Increase=1.60 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Uniform Loads(pin Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Vert:14=23,4-5=-117,6-10=-20 Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:7=-3064(B)11=-730 Vert:14=-52,4-5=-192,6-10=-20 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Inter,al) Concentrated Loads(lb) 2nd Parallel:Lumber Increase=1.60,Plate _ Vert:7=1151(B)11=372 Increase=1.60 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Uniform Loads(pin Wind(Neg.Int)1st Parallel):Lumber Increase=1.60, Vert:14=23,4-5=-117,6-10=-20 Plate Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:7=-3064(B)11=-730 Vert:14=-52,4-5=-192,6-10=-20 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 Concentrated Loads(lb) MWFRS Wind(Neg.Int)Left):Lumber j Vert:7=1151(B)11=372 Increase=1.60,Plate Increase=1.60 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Uniform Loads(pin Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60, Vert:14=-52,4-5=-192,6-10=-20 Plate Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:7=-3762(B)11=-1179 Vert:14=-52,4-5=-192,6-10=-20 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 Concentrated Loads(lb) MWFRS Wind(Neg.Int)Right):Lumber Vert:7=1151(B)11=372 Increase=1.60,Plate Increase=1.60 19)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Uniform Loads(plf) Left:Lumber Increase=1.60,Plate Increase=1.60 Vert:1-4=-52,4-5=-192,6-10=-20 Uniform Loads(plf) Concentrated Loads(lb) Vert:14=79,4-5=-61,6-10=-10 Vert:7=-3762(B)11=-1179 Concentrated Loads(lb) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(M Vert:7=-3071(B)11=-768 MWFRS Wind(Neg.Int)1st Parallel):Lumber 20)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Increase=1.60,Plate Increase=1.60 Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Y,ny FIm.Susetlltniey rx11107t 1ICSt_3s1 7�iii3U rTN16 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Peimisiicdm>oi liotfmsuY,.Auth➢nyR?cSeN(,P.L I Job Truss Truss Type Qty Ply 2 XCAS5512CB FG04 Flat Girder 1 �io A0083525 b Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:15 2017 Page 1 -0-14 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-XArG V?f7wdd4EeJZJZhcOwh4g 1 Z3iq IsX27f8uyiK4s 1 1-4-14 1 3x4= 24 11 T1 W1i `.\ W3 E j \W2\ V \ `! 61 3 5x6= 1.5x4 II 4 1-4-14 1-4-14 Plate Offsets(X,Y)— (3:0-1-12,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:20 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3*Except' loads. Standard W3:2x6 SP No.2 7)'This truss has been designed for a live load of Concentrated Loads(lb) BRACING- Vert:2=2289 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right: Structural wood sheathing directly applied or 1-4-14 oc bottom chord and any other members. Lumber Increase=1.60,Plate Increase=1.60 pudins, except end verticals. 8)Refer to girder(s)for truss to truss connections. Uniform Loads(plf) BOT CHORD 9)Provide mechanical connection(by others)of truss Vert:1-2=-88,3-4=-10 Rigid ceiling directly applied or 10-0-0 oc bracing. o bearing plate capable of withstanding 2238 lb uplift Concentrated Loads(lb) t to joint 3. Vert:2=2289 REACTIONS. (lb/size) at 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13, 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left: 4 = 144/Mechanical 10)15,16,17,18,,2,3,4, ,22,,8,24,25,26,27, Lumber Increase=1.60,Plate Increase=1.60 3 = 5345/Mechanical lq 28,29,30,31,32 hasihave been modified.Building Uniform Loads(-4 Max Uplift designer must review loads to verify that they are Vert:1-2=-144,3 =-20 3 = -2238(LC 4) correct for the intended use of this truss. Concentrated Loads(lb) Max Grav 11)Hanger(s)or other connection device(s)shall be Vert:2=2314 4 = 144(LC 1) provided sufficient to support concentrated load(s) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right: 3 = 5345(LC 1) 5201 lb down and 2314 lb up at 1-2-2 on top chord. Lumber Increase=1.60,Plate Increase=1.60 The design/selection of such connection device(s)is Uniform Loads(plf) FORCES. (lb) the responsibility of others Vert:1-2=144,3-4=-20 . Max.Comp./Max.Ten.-All forces 250(lb)or less except Concentrated Loads(lb) when shown. Vert:2=2314 TOP CHORD LOAD CASE(S) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st 2-3=-5335/2244 Standard Parallel:Lumber Increase=1.60,Plate 1)Dead+Roof Live(balanced):Lumber Increase=1.00 Increase=1.60 NOTES- Plate Increase=1.00 Uniform Loads(plf) 1)2-ply truss to be connected together with 10d Vert:1-2=-88,3-4=-10 Uniform Loads(plf) (0.131"x3')nails as follows: Concentrated Loads(lb)Vert:1-2=-260,3-4=-20 Top chords connected as follows:2x4-1 row at 0-9-0 oc Concentrated Loads(lb) Vert:2=2289 2x6-2 rows staggered at 0-9-0 oc. Vert:2=-5201 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Bottom chords connected as follows:2x4-1 row at 2)Dead+0.75 Roof Live(balanced):Lumber Parallel:Lumber Increase=1.60,Plate 0-9-0 cc. Increase=1.60 Webs connected as follows:2x4-1 row at 0-9-0 oc. In Uniform Loads Plate Increase=1.00 Uniform Loads(plo Uniform Loads(plf) 2)All loads are considered equally applied to all plies, Vert:1-2=-88,3-4=-10 Vert:1-2=-240,3-4=-20 except if noted as front(F)or back(B)face in the LOAD Concentrated Loads(lb) Concentrated Loads(lb) CASE(S)section.Ply to ply connections have been Vert:2=-4620 Vert:2=2289 provided to distribute only loads noted as(F)or(B), 3)Dead+Uninhabitable Attic Without Storage:Lumber 10)Dead+0.6 MWFRS Wind(Pos.Internal)3rd unless otherwise indicated. Increase=1.25,Plate Increase=1.25 Parallel:Lumber Increase=1.60,Plate 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Increase=1.60 Uniform Loads(plf) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Uniform Loads(plf) Vert:1-2=-180,3�=-40 Cat,11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); Vert:1-2=-88,3-4=-10 cantilever left and right exposed;Lumber DOL=1.60 Concentrated Loads(lb) Concentrated Loads(lb) plate grip DOL=1.60 Vert:2=4005 Vert:2=2289 4)Provide adequate drainage to prevent water ponding. 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left: 11)Dead+0.6 MWFRS Wind(Pos.Internal)4th 5)Plates checked for a plus or minus 0 degree rotation Lumber Increase=1.60,Plate Increase=1.60 Parallel:Lumber Increase=1.60,Plate bout its enter. Uniform Loads(plf) Increase=1.60 �ontinuec�on page 2 Vert:1-2=-88,3-4=-10 ocay.ea,rxrvgl.reo•ue of c�?nusss;stti7'p H.totinaKi i m5tt�+s last�!^cro�xip,h••.�du.gf tim,fat,act ranrax etteeira.:a t�;nss��,t o.ajlite ai ar Sm,q I.trio utt.:r<.m,m Sim tart nr.rcrs rt+n:ce,�t arty ro,atr .Wiei;xaA.pers iNkrnidfn 6e lC6aza ahl.l r. np. ,�,!yaaa{ ynen,ts,rEa arlpes p,sx: a:ephiasd,r<mssssl sq,a y.,puT+Ly to 4r asrysdra siajl:tn rit leer rj6al attt Vll.Earksran;clas.l�+sy our a,,,mnn Anthony.T'TomtiDlii,:P.E. zt.advar ,lnatkttvyam,r 'ruyte <,t:c.eusa' uet�r�ur.rear d<,gw,mt#, i>sr aca�mo:�dnsier c:t as tnE rkgk:,ddne l;ea;uj siK.,rse ,,,u:e,r ms smieµ z:orswsta tuc�n,ayn.m i; 80083 3e tn`6si rayon ltaeuaYr iau's,sdMaae t:S at At pianasatysd;.oes dr k+Eirgbapxx Smlldss€ma 76M1r�tlisl±il}<golSl:f mrderea�47uy nl Milan iN:.laAsesfa'igpssohap al tn:s a`firl�ss 7:t;nsirs Miei(ryeedatlost rTdsmlH,nilia ` • ' - 4451,sc,facie Blvd. ahn. �,t6rsarr�:Prtsraa.rmrt±.€rah,.drpl.;atusprslpbr ueltrtaq.,rya:rtnlw,Ai udmtzor!„rlcotns:atca.setautl, PortPerce,FL,34,946,, ppyniey 07916 Al iaalTiastei-Amhcey 1.lomho 111,P.L iepiadaa�oact this demmaet.k toyt-,u,is pmh;bitrd.,Aaauha xriren pamisdiaa hembl ieotmesses-Aa@eeylaerho 111;P.E Job Truss Truss Type Qty Ply XCAS5512CB FG04 Flat Girder 1 A0083525 2 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:15 2017 Page 2 I D:dYwLu KW3rbWAGKsFhM Wafyykfa8-XAfGV?f7wdd4EeJZJZhcOwh4gl Z3iglsX27f8uyiK4s LOAD CASE(S) Standard Standard Uniform Loads(plf) 23)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Vert:1-2=-88,3-4=-10 1st Parallel:Lumber Increase=1.60,Plate Concentrated Loads(lb) Increase=1.60 Vert:2=2289 Uniform Loads(pin 12)Dead+0.6 MWFRS Wind(Neg.Internal)1st Vert:1-2=-88,3-4=-10 Parallel:Lumber Increase=1.60,Plate Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:2=-2778 Vert:1-2=-144,3-4=-20 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Concentrated Loads(lb) 2nd Parallel:Lumber Increase=1.60,Plate Vert:2=2314 Increase=1.60 13)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Uniform Loads(plf) Parallel:Lumber Increase=1.60,Plate Increase=1.60 Vert:1-2=-88,3-4=-10 Uniform Loads(plf) Concentrated Loads(lb) Vert:1-2=-144,3-4=-20 Vert:2=-2778 Concentrated Loads(lb) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Vert:2=2314 3rd Parallel:Lumber Increase=1.60,Plate 14)Dead:Lumber Increase=0.90,Plate Increase=0.90 Increase=1.60 Pit.metal=0.90 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=-88,3-4=-10 Vert:1-2=-180,3-4=-20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:2=-2778 Vert:2=-2878 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Intemal) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS 4th Parallel:Lumber Increase=1.60,Plate Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=-88,3-4=-10 Vert:1-2=-213,3-4=-20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:2=-2778 Vert:2=1172 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS 1st Parallel:Lumber Increase=1.60,Plate Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=144,3-4=-20 Vert:1-2=213,3-4=-20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:2=-2753 Vert:2=1172 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS 2nd Parallel:Lumber Increase=1.60,Plate Wind(Neg.Int)1st Parallel):Lumber Increase=1.60, Increase=1.60 Plate Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=-144,3-4=-20 Vert:1-2=-213,3-4=-20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:2=-2753 Vert:2=1172 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS MWFRS Wind(Neg.Int)Left):Lumber Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60, Increase=1.60,Plate Increase=1.60 Plate Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=-213,3-4=-20 Vert:1-2=-213,3-4=-20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:2=-3715 • Vert:2=1172 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 19)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) MWFRS Wind(Neg.Int)Right):Lumber Left:Lumber Increase=1.60,Plate Increase=1.60 Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=88,3-4=-10 Vert:1-2=-213,3-4=-20 Concentrated Loads(lb) Concentrated Loads(lb) Vert:2=-2778 Vert:2=-3715 20)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 Right:Lumber Increase=1.60,Plate Increase=1.60 MWFRS Wind(Neg.Int)1st Parallel):Lumber j Uniform Loads(plf) Increase=1.60,Plate Increase=1.60 Vert:1-2=-88,3-4=-10 Uniform Loads(plf) Concentrated Loads(lb) Vert:1-2=-213,3-4=-20 Vert:2=-2778 Concentrated Loads(lb) 21)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Vert:2=-3715 Left:Lumber Increase=1.60,Plate Increase=1.60 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 Uniform Loads(plf) MWFRS Wind(Neg.Int)2nd Parallel):Lumber Vert:1-2=144,3-4=-20 Increase=1.60,Plate Increase=1.60 Concentrated Loads(lb) Uniform Loads(plf) Vert:2=-2753 Vert:1-2=-213,3-4=-20 22)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Concentrated Loads(lb) Right:Lumber Increase=1.60,Plate Increase=1.60 Vert:2=-3715 Uniform Loads(plf) Vert:1-2=-144,3-4=-20 Concentrated Loads(lb) Vert:2=-2753 _ ;9nvl lln flpRjdrrnx Cu�1110 Ellcc514 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m.cl(;P.E,Reptodod�.irtfiisdocuc�bef:in arighcm isplohbitaivuhoottfie rtineppecm¢siaafipmAliaotfmsRs=AtAonyT.Tec5o lt(P.E; Job Truss Truss Type Qty Ply XCAS5512CB FG05 Flat Girder 1 2A0083526 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Thu Aug 31 13:54:16 2017 Page 1 I D:dYwLuKW3rbWAGKsFhM Wafyykfa8-?M PeiLflhxlxrnultHCrY7E5VRnzR31?litcgKyiK4r 8-0-0 11-6-0 13-2-15 19-2-8 8-0-0 3-6-0 1-8-15 5-11-9 " Dead Load Detl.=7116 in 1.5x4 II 5x6= 1.5x4 II 4x8 1 5x8= 2 3 4 11 1 r r r tr tr tr 9 8 75x8= r r 10 I I 8x8= 2x4 11 THD26-2 6 11 8-0-0 11-0-0 13-2-15 19-2-8 8-0-0 3-6-0 1-8-15 5-11-9 Plate Offsets(X,Y)— [1:0-4-0,0-1-81,[3:0-3-0,0-3-01,[5:0-4-0,0-1-81,[6:0-1-12,0-2-01,[7:0-1-8,0-2-41,[9:0-3-8,0-4-81,rl 0:0-1-12,13-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.29 8-9 >772 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.65 8-9 >344 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:207 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31 NOTES- 12)Hanger(s)or other connection device(s)shall be BOT CHORD 2x6 SP No.2'Except* 1)2-ply truss to be connected together with 10d provided sufficient to support concentrated load(s)61 B2:2x6 SP 2400F 2.0E (0.131"x3")nails as follows: lb down and 20 lb up at 13-6-6,133 lb down and 127 WEBS- 2x4 SP No.3`Except* Top chords connected as follows:2x6-2 rows lb up at 14-6-0,133 lb down and 127 lb up at 16-2-8, W1:2x6 SP No.2,W2:2x4 SP No.2 staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. and 199 lb down and 172 lb up at 18-2-8,and 208 lb W5:2x4 SP M 30 Bottom chords connected as follows:2x6-2 rows down and 281 lb up at 18-11-12 on top chord. The BRACING- staggered at 0-9-0 or. design/selection of such connection device(s)is the TOP CHORD Webs connected as follows:2x4-1 row at 0-9-0 oc. responsibility of others. Structural wood sheathing directly applied or 3-11-6 oc 2)All loads are considered equally applied to all plies, purlins, except end verticals. except if noted as front(F)or back(B)face in the BOT CHORD LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. been provided to distribute only loads noted as(F)or Standard REACTIONS. (lb/size) (B),unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.00 10 = 1732/0-7-4 (min.0-1-8) 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=1.00 6 = 3127/0-7-4 (min.0-1-8) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Uniform Loads(pli) Max Harz Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) Vert:1-11=-120,5-11=-260,6-10=-20 10 = -106(LC 4) gable end zone;cantilever left and right exposed;end Concentrated Loads(lb) Max Uplift vertical left and right exposed;Lumber DOL=1.60 Vert:5=-208 7=-698(F)4=-16 12=-133 13=-133 10 = 640(LC 4) plate grip DOL=1.60 14=-199 6 = -657(LC 5) 4)Provide adequate drainage to prevent water 2)Dead+0.75 Roof Live(balanced):Lumber Max Grav ponding. Increase=1.00,Plate Increase=1.00 M = 1732(LC 1) 5)Plates checked for a plus or minus 0 degree Uniform Loads(plf) 6 = 3127(LC 1) rotation about its center. Vert:1-11=-100,5-11=-240,6-10=-20 6)This truss has been designed for a 10.0 psf bottom Concentrated Loads(lb) FORCES. (lb) chord live load nonconcurrent with any other live Vert:5=-179 7=-631(F)4=-16 12=-119 13=-119 - Max.Comp./Max.Ten.-All forces 250(lb)or less except loads. 14=-173 when shown. 7) This truss has been designed for a live load of 3)Dead+Uninhabitable Attic Without Storage:Lumber TOP CHORD 20.Opsf on the bottom chord in all areas where a Increase=1.25,Plate Increase=1.25 1-1P CHO7/619,1-2=-7262/2166, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Uniform Loads(plf) 2-10=-1567/619,3-2=-72 6 11 54/1 6 6, bottom chord and any other members. Vert:1-11=-40,5-11=-180,6-10=-40 4-11=-7954/1677,4-12=-814/1677,, 8)Provide mechanical connection(by others)of truss Concentrated Loads(lb) 12-13=-814011666,13-14=-8140/16, to bearing plate capable of withstanding 640 lb uplift at Vert:5=-118 7=-559(F)4=-36 12=-98 13=-98 5-14=-8140/1166,5-6=-2=-814 4 joint 10 and 657 Ib uplift at joint 6. 14=-104 T CHORD 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13, 4)Dead+0.6 MWFRS Wind(Pas.Internal)Left: BO /643,8-9=-2273/7368, 14,15,16,17,18,19,20,21,22,23,24,25,26,27, Lumber Increase=1.60,Plate Increase=1.60 9-1T CHO 7-10=-379/7364,6-7=-125/977 28,29,30,31,32 has/have been modified.Building Uniform Loads(pli) WEBS designer must review loads to verify that they are Vert:1-11=79,5-11=-61,6-10=10 1-9=-1908/6711,2-9=-927/539, correct for the intended use of this truss. Harz:1-10=36,5-6=47 3-8=-708/P5 3-7=-176/1856, 10)Use USP THD26-2(With 16d nails into Girder& Concentrated Loads(lb) 4-7=-1716/0,5-7=-160211330 10d nails into Truss)or equivalent at 13-2-15 from the Vert:5=243 7=285(F)4=-11 12=82 13=82 14=158 left end to connect truss(es)FG06(2 ply 2x4 SP)to 5)Dead+0.6 MWFRS Wind(Pas.Internal)Right: front face of bottom chord. Lumber Increase=1.60,Plate Increase=1.60 11)Fill all nail holes where hanger is in contact with Uniform Loads(plf) lumber. Vert:1-11=79,5-11=-61,6-10=-10 Harz:1-10=-47,5-6=-36 Concentrated Loads(lb) Continued on page 2 Vert:5=243 7=285(F)4=-11 12=82 13=82 14=158 f".iy-lloatfntnL{re.rylx'!i tCA R6 3,^Y_3�i[ilA I!Wii(9kkT12ESl1S1CLf-Ufi3}3IX4;i�(6iV{5r 6xn Ini{ttaip rnvtttt tN indn+e n5ds rose t dp 6nu1(IP:aAtlt lifts{I.itske C rt It�;ea�Skdtdm ni NLn t'M:in cftl n 6t Ilh,ld{ Ydtriw-�r{IensiitJk stlt S<ipink¢daft ins'C'0.ne" 'M,W`Ries4nmgta'.rgauesatcprwwr.IMIii �nlVh.TDWng n,A,Ilnn�mr it un lni.cx irlp nu���ltmrta,c .sea Anthony T.Tom661IIi P.E. nt tudo lx�,rl�dg 8 nr h:m dmeC r,Ss C" a dkmNe3i2n ne kl4agC�ir,u/x r.dttdfit RCdt 6(Wlk lersl,L.11ivg ddRN.Te,gpr ddM iC6n/al6•d--dM 1 se,udet glnnTeg I rjt'ushFtCnollrztsl sld'1 gx pniiilnj d.. 80083 Meltla ps of(!d'� lfiais t'id Re10^nlMi.mSue nl e>'KKs tsHel4 4 Yetl Saelt4firzL-tplS 'Ihfk/l l° lSr,A lrilelee[tl Wf sd ot:lPVl tefiNtde re z.�tmte ril htindR.h+x O•s ims0a' h are Ml seMmhJ n.nksS 4,.5 .irtnxrs thxlln(+5a&I ryudryn9�rctglJ i7g rca pSllrll aN innki: 6;alrn iClfi F:,Au Odl r,nLoie Sleled[ 15t LU.,FL IIIVd. 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