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Home My WebLink AboutTRUSS ENGINEERING4451 ST. LUCIE BLVD_t FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com LOB I Drt PRT_I T-R-U-S-S-E-N-G-1-N-E-E-R-1-N-G BUILDER: ASSOCIATED HOMES PROJECT: ' JOURNET RES COUNTY: ST LUCIE LOT/BLK/MODEL.. JOURNEY RES JOB#: 71818 MASTER#: WAHSS2 OPTIONS: NO OPTIONS w z a�z Lumber design values are In accordance with ANSI/TPI 1-2007 section 6.3 A= A-1 ROOF These truss designs rely on lumber values established by others. #�M-TRUSSES A FLORIDA'CORPORATiON RE: Job WAHSS2 Site Information: Customer Info: ASSOCIATED HOMES INC. Project Name: Lot/Block: Model; Address: Subdi% City: Count. Name Address and License # of Structural Engineer of I Name: Licens Address: City: General Truss Engineering Criteria Design Loads (Individual' Conditions): Design Code: FBC2017/TP12014 Desigr Wind Code: ASCE 7-10 Wind Speed: 160 MPH Roof Load: 40.0 psf Floor I This package includes'-82 individual, dated Truss Design Drawings and 16, With my seal affixed to this sheet, I hereby certify that I am the Truss Desigr conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Er A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 CATTERED LOTS - ASSOCIATED EDONA VISTA St Lucie State: FL :cord, If there is one, for the building. Design Drawings Show Special Loading Program: MiTek 20/20 8.1 0.0 psf nal Drawings. eer and this index sheet s Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0254247 A01 G 2/14/18 13 A0254259 A13 2/14/18 25 A0254271 CJ3 2/14/18 2 A0254248 A02 2/14/18 14 A0254260 A14 2/14/18 26 A0254272 CJ3C 2/14/18 3 A0254249 A03 2/14/18 15 A0254261 A15G 2/14/18 27 A0254273 CJ5 2/14/18 4 A0254250 A04 2/14/18 16 A0254262 I B01 G 2/14/18 28 A0254274 CJ5C 2/14/18 5 A0254251 A05 2/14/18 17 A0254263 I B02 2/14/18 29 A0254275 CH 2/14/18 6 A0254252 A06 2/14/18 18 A0254264 I B03 2/14/18 30 A0254276 CRC 2/14/18 7 A0254253 A07 2/14/18 19 A0254265 I B04G 2/14/18 31 A0254277 D01 G 2/14/18 8 A0254254 A08 2/14/18 20, A0254266 C01 G 2/14/18 32 A0254278 D02 2/14/18 9 A0254255 A09 2/14/18 21 A0254267 CO2 2/14/18 33 IA0254279 HJ3 2/14/18 10 A0254256 A10 2/14/18 22 A0254268 CO3 2/14/18 34 A0254280 HJ7 2/14/18 11 A0254257 All 2/14/18 23 A0254269 I C04 2/14/18 35 A0254281 HJS 2/14/18 12 A0254258 Al2 2/14/18 24 A0254270 I CA 2/14/18 36 A0254282 HAC I2114/18 the truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byAA hoot 9 russes, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSVrPI-1 Sec.2 The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to attunes as'Structural Engineering Documents) provided by the Building Designerindicatingthe natureandcharacter ofthe work j The design «iteriathemin have been transferred to AnthonyTombo III PE by [A1 Roof Trusses orspecific location]. These TDDs (also referred to at times as'Structural Delegated �t jh o n� Engineering Documentslare specialty structural component designs and may bep i ofthe deferred orphased submittals. As a Truss Design Engineer(i.e, Specialty Engineer), the seal here and on theTDD represents an acceptance of professional engineednT. Tomb responsloilityforthe design of the single Truss depicted on the TDD only. The Building Designeris responsibleforandshall coordinate and review the TDDsfor • I II compatibility with theirwritten engineering requirements. Please review all TDDsand lallrelateIIlUbtes. Page 1 of 2 A-1 ROOF TRUSSES A.FLORIDA CORPORATION RE:,Job WAHSS2 No. Seal # Truss Name Date 37 A0254283 J3 2114/18 38 A0254284 J7 2/14/18 39 A0254285 RA 2/14/18 40 IA0254286 J8 2/14/18 41 A0254287 J8C 2/14/18 42 A0254288 VO4 2/14/18 43 A0254289 V08 2/14/18 44 A0254290 V11A 2/14/18 45 IA0254291 V11 B 2/14/18 46 A0254292 V12 2/14/18 47 A0254293 V16 2/14/18 48 A0254294 VH2O 2/14/18 49 A0254295 VM2 2/14/18 50 A0254296 VM4 2/14/18 51 A0254297 VM6 2/14/18 52 *A0254298 VM8 2/14/18 53 STDL01 STD. DETAIL 2/14/18 54 STDL02 STD. DETAIL 2/1.4/18 55 STDL03 STD. DETAIL 2/14/18 56 STDL04 STD. DETAIL 2/14/18 57 STDL05 STD. DETAIL 2/14/18 58 STDL06 STD. DETAIL 2/14/18 59 STDL07 STD. DETAIL 2/14/18 60 STDL08 STD. DETAIL 2/14/18 61 STDL09 STD. DETAIL 2/14/18 62 STDL10 STD. DETAIL 2/14/18 63 STDL11 STD. DETAIL 2/14/18 64 STDL12 STD. DETAIL 2/14/18 65 STDL13 STD. DETAIL 2/14/18 66 STDL14 STD. DETAIL 2114/18 67 STDL15 STD. DETAIL 2/14/18 68 STDL16 STD. DETAIL 2114/18 i Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. r. Page 2 of 2 Job WAHSS2 , ,s_. Truss A01G Truss Type Hip Girder 4ty Ply 2 ASSOCIATED HOMES / SEDONA SKY II A0254247 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss,com 2-7-0 , 8-0-0 12-4-1: 2-7-0 5 5 o 4-4-12 Al-rACH SCABS WITH 2 ROWS OF WS45 SCREWS @ 6. O.C. 6x8 = 11 6.00 12 3 4 26 �7 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 rim i ek Industries, Inc. Wed Feb i4 14:22:43 2018 r t5x8 =I 2M4 I!I _ �6= 6x8 = 8 5 I>FJ rj >!f (7 1 732 8 _ Dead Load Deft. = V2 in 19 36 6x12 = 3x6 i M 7 V 9 10 M io 37 38 x _ - - 18 15 14 40 41 13 4212 43 44 45 11 5x6 = 5x8 = 2x4 11 2x4 11 7x8 = 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DCIL 1.25 TC 0.85 Vert(LL) -0.51 18 >887 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 l Vert(CT) -1.02 18 >444 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.60 18 >753 240 LUMBER - TOP CHORD 2x6 SP No.2 *Except* T1: 2x6 SP 240OF 2.OE, T4: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* B1: 2x6 SP 240OF 2.OE, B3: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W5: 2x6 SP No.2 OTHERS 2x6 SP 240OF 2.0E LBR SCAB 1-3 2x6 SP 240OF 2.0E both sides BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 2-19 REACTIONS. (lb/size) 1 = 3855/0-8-0 (min. 0-1-8) 9 = 3743/0-8-0 (min. 0-2-3) Max Horz 1 = -78(LC 35) Max Uplift 1 =-1299(LC 5) 9 =-1183(LC 9) Max Grav 1 = 3855(LC 1) 9 = 3743(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1717/626, 3-25=-10861/3935, 3-4=-10811/3933, 4-26=-i3447/4773, 26-27=-13447/4773, 27-28=-13447/4773, 5-28=-13447/4773, 5-29=-13447/4773, 6-29=-13447/4773, 6-30=-13280/4704, 30-31 =-1 3280/4704, 31-32=-13280/4704, 7-32=13280/4704, 7-33=-9724/3402, 33-34=-9722/3402, 34-35=-9722/3402, 8-35=-9721/3402, 8-9=-7822/2597 BOT CHORD 2-19=-3592110025, 19-36=-3641/10167, 36-37=-3641/10167, 37-38=-3641/10167, 38-39=-3641/10167, 1.7-39=-3641/10167, BOT CHORD 1 2-19=-3592/10025, 19-36=-3641/10167, 36-37=-3641/10167, 37-38=-3641/10167, 38-39=-3641/10167, 17-39=-3641/10167, 16-17=-3641 /10167, 14-16=-64/553, 6-16=-365/320, 11-40=-453/1213, 40-41=-453/1213,113-41=-453/1213, 13-42=-453/1213i! 12-42=-453/1213, 12-43=-2245/6965, 43-44=-2245/6965, 44-45=-2245/6965, 11-45=-2245/6965, 9-11=-2232/6912 WEBS 4-19=-959/2819, 12-16=-2912/8690, 7-16=-1431 /3811 17-12=-2180/939, 8-12=-1304/3351; 8-11=-377/1440, 4-16=-1248/35921 I NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-,10 oc, 2x4 -1 row at 0-9-0 oc. Webs connectedlas follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Special connection required between scab 1 to 3 both face(s) and truss. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live. loads. 1 4x6 = PLATES GRIP MT20 244/190 Weight: 563 Ib FT = 10% 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)1=1299, 9=1183. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb up at 9-1-1, 43 lb up at 11-1-1, 43 lb up at 13-1-1, 29 lb downland 58 lb up at 15-0-12, 29 lb down and 58 lb up at 16-10-15, 29 lb down and 58 lb up at 18-10-15, 29 lb down and 58 lb up at 20-10-15, 29 lb down and 58 lb up at 22-10-15, 29 lb down and 58 lb up at 24-10-15, and 29 lb down and 58 lb up at 26-10-15, and 29 lb down and 58 lb up at 28-10-15 on top chord, and 918 lb down and 429 lb up at 8-0-0, 309 lb down and 128 lb up at 9-1-1, 309 lb down and 128 lb up at 11-1-1, 309 lb down and 128 lb up at 13-1-1, 227 lb down and 83 lb up at 14-10-8, 227 lb down and 83 lb up at 16-11-4, 227 lb down and 83 lb up at 18-10-15, 227 lb down and 83 lb up at 20-10-15 , 227 lb down and 83 lb up at 22-10-15, 227 lb down and 83 lb up at 24-10715, 227 lb down and 83 lb up at 26-10-15, and 227 lb down and 83 lb up at 28-10-15, and 820 lb down and 295,Ib up at 30-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=-82, 4-21=-60, 4-8=-60, 8-10=-60, 17-20=-20, 14-18=-20, 9-14=-20 Concentrated Loads (lb) Vert: 16==227(13) 6=A3(B) 19=-918(B) 11 =-820(B) 26=33(B) 27=33(B) 28=33(B) 29=-13(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-1 3(B) 34=-1 3(B) 35=-1 3(B) 36=-309(B) 37=-309(B) 38=-309(B) 39=-227(B)40=-227(8)41=-227(B)42=-227(B) 43=-227(B) 44=-227(B) 45=-227(B) 6maq �P.iaSt rnn<yi!j tirll� Gt.� i I69rtIdSSFSrS»!ti r. �MS1At1;t4S L:rSU7t7MSri51CM"!U!Er"+R:CS7Rt[UdY:'47's{e,. itlttr,ttslppxtaet<rs altrnl oqs a 13is?tas pe:iga krrigiTL}gl:u esx� f,.Tla1t I2.P.E. idwma tiltlh4re xc Csefs 9!7ewit! m:ed n:.e i20, uI! naet enlexrl sssa!ne9sedtt» lbdnt,�i as.ImstsPra lap: stldrPas lwl ssdxl1rT),,pi acist re.,cit� v4rnitpq.0M4kf 6, dntp 0MatfaTmsa.rvndnlaMn PIjifulITI.TrLip l9min.,'�a �as,s jean Anthony T. Tombo 111, P.E. attltAlgs l�ssllt sxT 6?'rq?ldrroi<r>':.rydSt Gectr,slt OstsinAo:nrgm rr�e6rxm7 �a .",.q tit a:ein61ete!IrCMt RLRLHtlf7tl;T'3j llNW11�I. Al allmd! IN tsfgIMInt s M Tms; icrll hwlarfwgy aace"a etti; sld n Itl mtasuiL?rd ,", 80083 ' dlrif.1rnin!(nlr.0etl.iIIV3 ill YRp�)lM14I ilff(tSlklr4.JPiletllQticamiadYIlIflIl13SLA`..STr)S954NIITT WSKAV,ie6.j5!rPM'FljidmT!iI'J£•�+anntmPnikirtlSLAiMastint7mlcwptr�ImsDtya'IspouWit35fb90611a'kt��itSS 4451St.Lucie'Blvd. to w,rdr Aytrslo-9ss�lte.�a�.: aTelr alsl,�.lA.twinssotsnl!lfwis'KIT fit taan9Pslptr.l "asS, mIgiffstren,10.1.Fort Pierce, FL 349,46 (opysigb102016A-iReal Trusses •Arl6oayLTambeIII, P.E. Repoduploadihisdconstat,irany form, isp?ahibited,wilhounbevitinFurnissiaa.from AdRoolTrusses -Aotbaay1.Iamb III, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A02 Hip 1 1 A0254248 Job Reference (optional) C7 O 0-0-0 1-5-0 6x8 cun: 8 Izu s Nov l2 201 r Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14'.22:45 20V Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-wj5s9htmitd5yxvYvm6mpT1 prSgLi3011NIHlzlCpu 16-9-8 224-12 28-0-0 9-4-1 6-9-8 5-7-4 5 7-4 •4-1 3x6 = 1.5x4 II 4x6 = Dead Load Defl. = 7/16 in 3x6 = 3x4 = 4x6 300 = 1.5x4 11 1512 11 10 9 2x4 11 4x8 = 3x6 1.5x4 11 1.5x4,II LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.42 16-20 >829 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.87 16-20 >398 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.32 21 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.53 16-20 >654 240 Weight: 176 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3: 2x4 SP N0.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-10-1 oc bracing: 14-16. 6-M oc bracing: 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1181/0-8-0 (min.0-3-3) 21 = 1143/Mechanical Max Horz 1 = 189(LC 12) Max Uplift 1 = -184(LC 9) 21 = -256(LC 9) Max Grav 1 = 1181(LC 1) 21 = 1143(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-521/22, 2-3=-2211/1101, 3-4=-2083/1122, 4-5=-2056/1106, 5-6=-2056/1106, 6-7=-1238/671, 9-17=-601/1124,8-17=-601/1124 BOT CHORD 2-16=-1109/1980, 14-16=-1110/1990, 13-14=-1110/1990, 4-13=376/306, 9-10=-158/291 WEBS 3-16=-25/393, 3-13=-143/282, 10-13=-512/1104, 6-13=-526/993, WEBS 3-16=-25/393, 3-13=-143/282, 10-13=-512/1104, 6-13=-526/993, 6-10=-947/606, 7-10=-653/1289, 7-9=-1078/637, 8-21 =-I 151/599 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) N asd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water p'onding. 4;) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8), Provide mechanical connection (by others) of truss to', bearing plate capable of withstanding 100.Ib uplift at joint(s) except at --lb) 1=184, 21=256. I LOAD CASE(S) Standard it Wu,q-11m, f'krvintitx IWA-1 iPOF ImIsrsfUll J,WILIrMi(o1G;OOAsrOAOY"w.fi)A;poin(FJLVfora rody knnyrnem of rill Peter Qetdis?nn OetlgP atriq gOje.A5:1n'kxr r.Imit RM.ruerna Sitet}efxtart. Cc+ets c'Serite rateEmtte IEO,IQry wrttmwmQdiaalldnQt�ranirelt,{itl-mesttslia4mr;i.i,4'da-rE(wt*.oresees ..IMaitriwsm-1tw0i6teesipaatCqitra,ett('mid W.�d:yrtl:r�:�ter�alt,:>,�n Anthony T.TomboIII, P.E. tsintows lnsi he at 144a{ 4t. rryt4wa drft Nee!, Pet octesfwtI OjtdtiS2{t��iY11}.LH,(Ar3t W'90 M RL61 ff fttMfQI131ISiQt itdSQdrr(�f. Tt3 QrrliiQl'P.tEtr�glFr(ItldletQIS!r(iee; �Pf }9dllQj, SlQlftt.R;�E�#JteR"JF!edit SIQIIO!It: (tePAel}j��pf av 1�1&Ppwaplr and Gneater. del Qais sei tnnt'viG4te4Mplceel odpmE:Sctla6lts:!(;Qg(tytNtleSd,iff HfetStAO(SSI)rt)fikdS]':rI QFd Si(Atf.rfefNt!(llfll§24FQI je(d�2. T1FI ref9.tifit itep3le11tL�te SR diINe Q(�Jt rRee GF(�SSf:tlQee GlSijt LrefFl dfdlfiSe WQetfLG3tt: t9itee -80083 t1kiwit 10A Ir t 015r1t led q. itvd44 oirrier bntd4451 Lucie Blvd. Uptight w 2016 ki Roof Trusses - Anthony l. lcmho 111, P.E. Repeodurtion of ibis dotvment, ia any form, is prohibited without the wsl(en permission Item A l Roof Items- Anthony L Tomb III, P.E. fortPlerce,lFL 34946 Job Truss Truss Type ntY PIY ASSOCIATED HOMES / SEDONA SKY II A0254249 WAHSS2 •t A03 Hip 1 1 WI --- Job Reference (optional) Al Hoot I russes, Fort Fierce, FIL J494b, aeslgnLaii uss.com 0 6.00 12 3x4 5- 3 M1 2 C3 O 14 3x4 = 1.5x4 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:22:47 2018 Page 1 I D: psB 5qY W3NJw5800kS DdXfwzlYr-s6DdZNvO EVtp B E3xOA9Evu69TFb2AwjyA3s P LezlCps 16-7-7 21-4-9 26-0-0 29-4-14 4x6 11 I 1.5x4 I I 3x4 = 4 5 — 6 13 20 121 1211 10 3x4 = 3x6 = 3x4 = 3x8 = "trc�l 46 11 3x6 = 7 4x6 = 8 1 Vid, W, 22 23 9 3x8— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in' (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.14 11-13 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.28 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 13 - >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 123110-8-0 (min.0-1-8) 19 = 1146/Mechanical Max Horz 2 = 223(LC 12) Max Uplift 2 =-231(LC 12) 19 =-207(LC 9) Max Grav 2 = 1231(LC 1) 19 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2260/1194,-3-4=-1847/984, 4-5=-1411 /856, 5-6=-1411 /856, 6-7=-1143/696, 9-15=-506/1025, 8-15=-506/1025 BOT CHORD 2-14=-1289/2001, 13-14=-1289/2001, 13-20=-794/1375, 20-21=-794/1375, 12-21=794/1375, 11-12=-794/1375, 10-1 1=-599/1143,10-22=-304/556, 22-23=-304/556, 9-23=-304/556 WEBS 3-13=-510/475,4-13=-193/469, 7-9=-10571598, 5-11=-293/215, 6-10=654/458, 7-10=-486/982, 6-11=-259/442, 8-19=-1153/623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(?) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load no concurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 1 6) Refer to girder(s) for truss .to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -,lb) 2=231, 19=207. LOAD CASE(S) Standard I Dead Load Defl. = 1 /8 in PLATES GRIP MT20 244/190 Weight: 181 Ib FT = 10% ZEtfnFsg pro;e5aatjvpie;ta 6s'tT tQ7f 1USSfSi SF:i(I n E`rEFJt IEUEi lice 'Q"!�ltS(QSri.Y;;"pJt[I":(rr�olEa",YEii'Itta. rerJf148gtyst9Ndi iFl rMntte testis Tnts W:fTt fetiel(QDidhelr:6ps+T.liabll',r,.ITlxeFtt 9etppiLr� nt "met t!fnt+ist SM.tim;FtlFQ,nif NiitYioaaetla pldes stul It estd(a!§:(6;hle±did vrlai±Uts°a E�paeerQa..Sietle.ry Eqh±nl�rie sttwdyRQttgecex; otttttlineta�t Kthesiuol tagutahl itepws:Lkhr tlF d±tipditF shplF Tfass i±pi7edtaRtluQ Fell,re#r ir4l. nt leslpcisSoxyieat ln3op !%ret; teaw^8m Anthony T. Tornbc, III, P.E. oeestAdps lroit hl of `fag ialttntpe: +p tlGt Qtay fit Qcatitt4nitelFEtil ird:S=.I:ajgnip.,Itfit laid 0.N11S,@iit(o9t ImilWfq idtoIT111Tot gponI01STOnlaeftUaeti fit TMI, htheag hup.1,ftgt! inmle5tnd kn'vg ShIl not ml-id'p0 n80083 �Irtasll QFiipaef me r061ttiFf. fg tri�l StllflUill T(, F�3tpt4�iH tkl gett;zaet'dst+keg iPSplttu Se <Ip IFItfRCR9 :{rIw)i4lfttr TFI IFISK1 M±t(Ntt(fr I#si2Kd galvtti. lrbi N!R3f Tat/Fijilf�Sil"iIS Gi MIS OV.n N?S Otqus'IMStxiv r 1a.O "%NfetridB ,I9S. 4451 St. Lucie Blvd. iitit;pilel.iY.r lrt(tFhRi rpltlipta Nol2x§LJ Pi pctiti pltiltt r1t sins Q±eipE.Vmi It 431Gt 1411it; Nsivet,t.'1@it iyInt beitE#tletr ldeq. 11'.71141ed km MIS Ott! 47M. FOIL Pierce, FL 34946 (cpyligEia'J2g15A-1Root Trusser •Rtl6onyLromEeIII, P.E, 11epmdunioaottEistltmmsntinanplatm,ispmhi6irediwiltnu(FAetrrIgopatmissina110mAdloolinxes-AnIhonytIombntil,P.E. Job Truss Truss ype Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A04 Hip 1 A0254250 Job Reference (optional) O• O g n@a russ.corr] Run. 8.120 s Nov 12 2017 Pnnu 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 141 :22:49 15 14 3x4 = 3x4 =I 3x6 11 6.00 12 ' 4x6 1.5x4 II 4x6 // LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.23 11-13 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.47 11-13 >532 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Hprc(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.03 10-11 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` B2: 2x4 SP No.3, 64: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1730/0-7-0 (min. 0-2-1) 10 = 670/Mechanical Max Horz 14 = 234(LC 12) Max Uplift 14 = -345(LC 12) 10 = -117(LC 13) Max Grav 14 = 1730(LC 1) 10 = 726(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/561, 3-4=-1949/1624, 4-5=-1757/1455, 5-6=-1742/1591, 6-7=-716/223,7-8=-716/223 BOT CHORD 2-15=-443/728, 14-15=-136/331, 13-14=-1715/1545, 4-13=-327/368, 13-19=-152/335, 19-20=-152/335, 12-20=-152/335, 11-12=-152/335, 11-21=-145/531, 21-22=-145/531, 10-22=-14�/531 WEBS 6-13=-2076/1907, 6-11=-354/608, 7-11=-339/262, 8-11=-65/294, 8-10=-651/173, 3-15=-494/356, 13-15=-462/453, 3-13=-969/1277 -13=-2076/1907, 6-11=-354/608, -11=-339/262, 8-11=-65/294, -10=-651/173, 3-15=-494/356, 3-15=-462/453, 3-13=-969/1277 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss toi bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 14=345, 10=117. LOAD CASE(S) Standard i i Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 165 lb FT = 10% Vweap Feote 14xFeyilp refu>,Ae'A71D9E 110758�REErn esTfUl lELidS t i�'tQ1'aMi E1n16Y^W![I jAIXtDit<[D5�?4Tttra iadydfr:piyraxaFls etf rndu4i x Rist�ts Des(p kerieyrtiDOiaddi tMCay 1.leAii BLPi.IE<aerai SAMkteu ni. d4ii o�wirt sYedfa fMIDD,dily NiietavtAx plt4s sleD le tsFdhr�i 76§h4ttid tsitnst hsip Eap4enlit.. Sper.'n.t:y4tiQ: Aefedeettyl'v-0!trtsmrn!(vete o!�kt p;datiezfala:ery!is}mu'k'ilrhr lls dtt(litl!shalt Ftms iyiGe«wSi7CDtilr, reda R4[,Oide51,9dataijMilA]t3tjaC«�.iE1; 1F_�L'iih' Anthony T. Tombo lll, P.E. a(ttzfttUs lrnsliterlAa€�itbtuf[0t:1'�'..'pdAl6+fttg4t 6ft£1 tivAitzed idleia}lets!3+J DtS",'IS,NAt ItR'FEG'A411GAe QEted'�e CH9l hiideg J�ead1P41. Tot typ�eial �,'.�ilrDutailitUpt A At toss; iit4ffxaia.1.Slai�LC1`�''t5fet[.d�aiig silo it Piatpfi4li-i a< Zt AiraDduaMsiyeiimd(teaaitr.AnoossidMnIfiTDDaottltpremaseidguE!5miatFik4 raxamS 41asx:n ,t- 480083 q ) dry(ZSiQpbfs43d4.iFiWSl:rwetifaeeti!{arset:dr.itvi.Trull.a+sfaintpS93AlIi`tiLd�IliSllililifitDFiMw'a.tIBSiCitlrP�lleF(58d;rns�scdvrtaa,ailist 4451St.lu_ie6lvd. ahttiit W!4td lyt(alnd egielgwit rr;g6re ptlies u!thid.[it Los Drip Equft 7s k0l ri itlidityGsiperxTws iyslea Eriletrorar W16%1t411sluti lYas at a[ibad4 W. for1St. Lori Blvd.(epytight02016A-1Real irusses-AetbmyLTambaIII, P,E, gelsicduttioaofibis duumtot;idIany [arm, ispiabibiledwilhoutsit miDenpermission [tam A-Iloaf basses -WhonyLTamba01,P.E.34946 Job Truss Truss Type Qty PIY ASSOCIATED HOMES / SEDONA SKY II A0254251 WAHSS2 A05 Hip I 1 1 X_- Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com -,1-0-0 4-11-8 1 8-7- Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 1414:22:50 2018 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-GgvlCPxuXQF02inWiJixWXkhNTYONK3Psl53yzzlCpp 7-5-0 6100 12 4x8 = 4x6 = 15 14 3x8 = 3x4 = 3x4 = 3x6 11 Dead Load Defl. =1 /16 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.09 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.19 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) -0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.0310-12 >999 240 Weight: 168 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at micipt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 14 = 1730/0-7-0 (min.0-2-1) 9 = 670/Mechanical Max Horz 14 = 249(LC 12) Max Uplift 14 = -360(LC 12) 9 = -132(LC 13) Max Grav 14 = 1730(LC 1). 9 = 701(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-685/565, 3-4=2011/1691, 4-5=-506/102, 5-6=-452/133, 6-7=-530/324, 7-8=-693/253, 8-9=-630/314 BOT CHORD 2-15=-448/734, 14-15=-122/332, 13-14=-1715/1555, 4-13=-180411718, 12-13=-1377/1635, 11-12=-1061400, 10-11=-106/400 WEBS 4-12=-1592/1796, 6-12=-355/502, 6-10=-262/216, 7-10=-155/258, 8-1O=79/475, 3-15=511/378, 3-13=-1013/1314. 13-15=-488/465 WEBS 4-12=-1592/1796, i6-12=-355/502, 6-10=-262/216, 7-10=-155/258, 8-10=-79/475, 3-15=-511/378, 3-13=-1013/1314, 113-15=-488/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Enel., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=360, 9=132. LOAD CASE(S) Standard i i Yeoa;•fimse3trss 1}:tat.Ct-taRoof lSOSS6;37.11m, Simi liisSSt(OMO;n7Nf.l3iDY;"WRI"itU7rtlEU5eLsII'Srm.teel.,WVpstaenssa!fell witsx nit rensNits Viva; ;DkIat4: WWI T.ImbW,1i.ltftwaNet ldnent.fz+ess�c.iusa'tito�tT50,ary sbta Fez ridnseentenedln5 tb;hle+dA tselrtts5e;i© a;aetr(s..Sie[it n au1, 4esedx syiE9tepesecswvlryhaza k pdnixaa;raigtes;�si5Jh iBsEsipdntshyltinssP{iheea�el;gtar,atl i�lS, Ifeitsiunnay w:ImSa; d as, se dlfi Anthony T. Tombo 111, P.E. etGstdtNr Trns br tty6Fi�;is"!nsV.ssnil0}dtsettta,heU.tr.'s tnSu;tt;ed tr"ekky 6tsi�+s,hht carat`: dt ili,tke RtedAe!wlrrdta;udt cdiei1. Tis yrnddReifi7n:rt;fidinedlis Tnts; ecfx:�5n0ui. duee,itttia ¢l lady ddl le Ps srpssuifryd � 80083 ' ashOda;gedperntiadralsr.111.tsseitdutk11"hm erncwn7;Wk"ftdSid! htara9.(KsRr+aisttllsi%erlS6Ueatsdtruo!!at;—dtriw.UPlewsliest;psssffia:^ssaaaamdatNis Nvon, tins eUs-pbpeeumltnss4451 St. Lucie Blvd. tim�isstdixliyttsdeud tpeeterta it n=s�hs;ralits Unirzi;kTetn lkuy hputr isf9fru ldidie;tk;tgtt,e?ins Sniw Eetsndm, kui6e{. tsgJsfi,>.a nra;wenedattatrrt. Fort Pierce, FL 34946 Upyright C2016A-1Real trusses -AetbonyLTembeIII, P.E. Reprodusfionofthisdttumtot,inanyform,ispmhibitedfwdhoutthewrittenpesmissianlromA-iRoolbusses-AnthonyT.TombaIII,P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY 11 WAHSS2 A06 Hip 1 1 1 A0254252 Job Reference (optional) rst nuui cusses, rortrierce, rL xavo, oe5l9nLa-11ru55.c0m i -1-010 4-11-8 8= mun: o."Izu s Nov lz zul r vrint: o.1zu s Nov 1z zU1 / mi i eK fnausines, Inc. vvea R'eo 14 14:ZZ:0J 2-0-0 ' 4-6-11 4x4 � 4x4 = 6.00 12 7 a 17 16 3x4 = 3x4 = 3x4 = 3x6 I I 4-11-8 1 8-0-0 8r7,0 18-M .20-0-0, 29-1-6 2M- Dead Load Defl. = 1/4 in 4II v IN � i^ EN i, i 0 14 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft ' L/d PLATES GRIP TCLL 20.0 Plate Grip DOL, 1.25 TC 0.62 Vert(LL) -0.22 11-12 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.47 11-12 >528 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.61 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.13 11-12 >999 240 Weight: 176 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16 = 1730/0-7-0 (min. 0-2-1) 11 = 670/Mechanical Max Horz 16 = 264(LC 12) Max Uplift 16 = -371(LC 12) 11 = -144(LC 13) Max Grav 16 = 1730(LC 1) 11 = 670(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-679/560, 3-4=-1962/1634, 4-5=-1813/1497, 5-6=1801/1620, 6-7=-509/251, 7-8=-444/285, 8-9=-522/263 BOT CHORD 2-17=-441/726, 16-17=-135/328, 15-16=-1714/1563,4-15=-287/315, 14-15=-120/261, 13-14=-120/261, 12-13=-38/399, 11-12=-1901477 WEBS 3-17=-493/355, 15-17=-463/454, 3-15=984/1295, 9-12=-126/307, 6-13=-295/384, 9-11=-599/253, 6-15=2101 /1981 NOTES- 11) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Ioads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=371, 11=144. i- LOAD CASE(S) Standard I I i I i vme^4•flmst 1'him. Fell mlee fit 'f,ROOF' RUSSES;'ifI#1?, SMUL lERS d(0411 9I000 i'mi;icuottI05 lirfeak ittlh ttPgaprnetuteN read eatsHtFis trees Dtstie frrra¢;SDOIedPot edNm!I. ftaM N:tt.it`:ereeteSitef Itfm ets. Cdesta'ttewist s.�tadreiMrO,nh l6letrweckt ¢Mes eN!i to esedfmikltdhkcsdii AseinesNW'n utrfix,i¢eria4ry[a aenl9esed illur'Jeep'mX.S to we¢tseud Ittpdnsiat es¢etet to:¢u;3'¢hr!itdisiitdiit skill Frost k1digou eM1 ,"id 110. !itinip is-ftts, kima fit.1 mway Anthony T. Tombo Eli, P.E. udafd6ii Intl fir cydxtmj to dill Om,rtt OP'eE'.'s iniiind sitd fit lo'lle!tk iiLBt Koditekael Duval Ids atdRN. N gprtial 0-.410 atim fidfesedt3t¢nss; rAt MNI SudIq sIrr't. 1equ ed limb; still it at aspviilq of 00083 ' dRxVu¢6etlpx and (eWthr. f aims al ed*It Fin Ulm peons ell¢sdteatd6ek:!ds¢texiutdSdd! Idtfc (it30pt<Atdi!?H tcl SKI atruututl:xl¢ dpdw' I?N!>?msiit rt;ytten0'xrad bl-lbtPm Orets: fuss etvp reputes adRm lolthm 41tss 4451 St. LUCle Blvd. ettttwju ddbdtlefnhmlepedrytait niig br t'; ycan tatdrd. ittlms Oniithgane is e01 lit 161& Otsipme?nss snlea fluter owWi6e}lii eapiblied h;asaenfe0ted'u?H,f. � P For ?fierce, EL 34046 (opyrigbiQ2016A-1Roof husses•Amhooy1.?omboift,P.E. Repodutti000fthisdofument;iaany fmeo,isprohibiledwithout the witttopeimissiaefrom Adloaf husses-AalbocyLTomb III, PI Job Truss Truss Type 4ty Ply ASSOCIATED HOMES / SEDONA SKY II A0254253 WAHSS2 A07 Roof Special 9 y, Job Reference (optional) Hi Koor trusses, ron rterce, rL wa4o, uestyn ✓a r u uss.wn s -1h O —1. V.+LVD I— --1e rlii ll. Y-ILV a—v —— 6.00112 i 7 MiTek Industries, Inc. Wed Feb 14 14:22:55 2018 Pagel :I Wj-deieF6? i Lyug9TgTUsl6DaRZdUMB2cjBOJogdAzlCpk Im Dead Load Defl. = 3/16 in 15 14 3x8 = 3x4 = 1 3x6 11 3x4 = 30-0-0 s 4-&5 4-1t-8 8- -0 &7,0 19-0-0 29-4-14 29,5-0 44-8-5 3 T0-8 -7-0 1 10-5-0 10-4-14 n - 0-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.23 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.47 11-13 >537 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.02 10-11 >999 240 Weight: 167 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except" B2: 2x4 SP No.3, 134: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1730/0-7-0 (min. 0-2-1) 10 = 670/Mechanical Max Horz 14 = 271(LC 12) Max Uplift 14 = -376(LC 12) 10 = -149(LC 13) Max Grav 14 = 1730(LC 1) 10 = 670(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-676/558, 3-4=-1967/1640, 4-5=-1872/1561, 5-6=-1855/1653, 6-7=-538/253, 7-8=-538/254 BOT CHORD 2-15=-438f722, 14-15=-141/340, 13-14=-1715/1568, 12-13=-144/331, 11-12=-144/331, 10-11=-225/475 WEBS 8-11=-112/306, 8-10=-661/353, 6-11=343/449, 6-13=-2086/1995, 3-15=484/348, 13-15=-449/437, 3-13=-998/1310 NOTES- 1) Unbalanced rot for this design. 2) Wind: ASCE 7- Vasd=124mph; T, Cat. II; Exp B; Ern and C-C Exterior( exposed; end vel and forces & MW DOL=1.60 plate g 3) This truss has chord live load no loads. 4) ' This truss ha: 20.Opsf on the bo rectangle 3-6-0 to bottom chord and 5) Refer to girderl 6) Provide mecha to bearing plate c joint(s) except Qt-- LOAD CASE(S) Standard live loads have been considered Vult=160mph (3-second 'gust) IL=5.Opsf; BCDL=5.Opsf; h=16ft; GCpi=0.18; MWFRS (envelope) zone; cantilever left and right al left exposed;C-C for members S for reactions shown; Lumber DOL=1.60 an designed for a 10.0 psf bottom oncurrent with any other live been designed for a live load of om chord in all areas where a by 2-0-0 wide will fit between the gny other members. - ) for truss to truss connections. ical connection (by others) of truss pable of withstanding 100 lb uplift at )) 14=376, 10=149. ItsEag Rztt�+��py:e;t. Ct7 rOO£ IIOSSiS{S1'9';. FOilsl7FilES t iCBttTGMS.USipY{W!pl�::rt7Y1ED51'.t51' fe'o. TFNr!!L�(sent;usul Fetruits ttftis Tnss 6tii7v keriep(UOie141t'Fmr l.Ttah liLlE 1?umr.3fetl ldatw. lh't:tc.5t!*ise stEtrmt�l3U, t+l,. r�ITtltteftF$l pldts S1411t eitdtYti±Ti1vh131tAr. Astl!tss CeipEajeenfi.a,SpeFmy Gys:n}: Re ttdgeeq l.'�I4rtit@t C1 YFtphltt Ol'�S pidtlS.2S9 t�jM!t1 ft1pi8Yk"Sh h(IMA!Sijtd/N N3piF TRSt Ltpi^„tC td �wIT BFdJ,MOtfIPI I, TEt TtSlr&ttteSp`Sri;IF}rtap .:i¢ES,!Y:'.�!hh Anthony T. Tombo III, P.E. Wmfl16; Tms 6tay k-dal[s*>nspcas:z47 d6t tw, fit Oft!is tedlr:=tltpeelFE o-sl lh ff4df Udt lnd rtilfaq ixdr mrtflA. As trpranldAtTBltr of 48tltd NE Ims,u:kry St0st..stmept,@W' ENO adfmitg SStg stmfula'Ai-1 d :80083 ' IitrtilrupP!siperwf(emnc�lJlannttlMntier:gudFbtp+eamtNpSrutdMreEfs3(tx7amStf.Ttldars::ca(TSOrytddl:`:tlnlSr(I,rtr�`!!nM.!xitErdp•idtt:+. Rrp!!-0st3+!ttr�tiSil'Etc!!>IresdStrnssOtrteer,tFtts(nnprepietuarTmsktEdFGrtr,wl+ss 4451 St. Lucie Blvd. dkr.stldmdtpt(khtl epetr apse it ni;zg6y ti petits hnlyd. itarnst Otsipt&yimtt is 9;ti Gt ltild'ug pttiptct!iltss Srsite Etgh!Gei try kailfnp. El rtpiniutp hrut atndtbtef it Tfii. Fort Pierce, FL 34946 (epysigbt;v1016A-1Roof fsasses-Anthony I.TembaIII, P,E, Aeprcdutionofthis dcmmcnt,inany farm ispmbibitedwillhunbettrittenpumissiaafrom AIloafhusses- Anthony I. To-ba(If,P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A08 ROOF SPECIAL 2 A0254254 Job Reference (optional) Ht 1 ,tU Vb, FV+e I—ICIUU, FL J Ud 0, Ut:b19ItE_Vd tO 1.155.W1111 -1-M 5-0-0 64. Kun: 8.120 s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:22:57 2016 Page 1 ID:psB5gYW3NJw5800kSDdXfwz[YYj-Z1 gPgol HtZ800ngscHKal?XufHyBWR_QTdHwi3z]Cpi 1-11-8 25 3-3 29-4-14 30-0-0 -6-12 19-0-0 5-0-8 6-3-3 4-1-11 0-7-2 4x4 = 6.00 12 6 14 13 12 6x6 - 5x6 11 3x4 = LOADING (psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) -0.25 9-10 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.51 9-10 >691 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.13 12 >999 240 LUMBER - TOP CHORD 2x4 SP M 30'Except- T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` B3: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS '2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-9-12 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. Except 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 11-14, 3-11, 5-10 REACTIONS. (lb/size) 2 = 1339/0-8-0 (min. 0-1-9) 9 = 1271/Mechanical Max Horz 2 = 294(LC 12) Max Uplift 2 = -287(LC 12) 9 = -223(LC 12) Max Grav 2 = 1339(LC 1) 9 = 1271(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2537/1348, 3-4=-2299/1307, 4-5=-2159/1330,5-6=-1394/929, 6-7=-1402/897 BOT CHORD 2-14=-1446/2242, 5-11 =-279/61 1, 10-11=-1127/1929, 9-10=-610/997 WEBS 11-14=-1492/2175, 3-11=362/294, 6-10=518/845, 7-10=-2/301, 7-9=-1432/937, 5-10=1057/822, 3-14=330/436 I j NOTES- 1) Unbalanced roof live loads have been considered for this design. 12) Wind: ASCE 7-10; Vult=160mph (3-second gust) jVasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) land C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=287, 9=223. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) WARNING: Special bracing installation is required for panel(s): 7-9 i 'LOAD CASE(S) Standard 4 II PLATES MT20 Dead Load Defl. = 1/4 in GRIP 244/190 Weight: 179 lb FT.=10% I Ylne:!q.FnsenauyiSj �nitada`Ai 100f tiUSSESi'SS(E(I r. SSN£41111.YS t iOYYTI6Yi (Gi10Y;"W!ft j1(re0NU6EYf51'Ina 7erlhttn�pr<aexf er1 rndveUs eoNis :+rss 6eniv C•esiey;NY)cA:x AaM�j T.TsaYol➢.Il.ic`xeee Saes 1tGre ne.c`e;s o!7e!sise s�te4aM iGP,relr Niielrwstda plots Iso1.431tsmIII ud ramy rN lerstas asruptm0d rdflmts!tysersyrnpvnai N,b+Wnip drst wale Tins ItIKIgneeM 0,Wff lnl. rat issl¢n;Feyiew,'wdmy MORI: stwMi, Anthony T. Tombo III, P.E. etinedtbsitass ttl my klbq is•,.xmptas aydEe Une,faeese's t+darnitits!er#sbe:':i!ep(nv�pu.hIII wiril& ll4at 6C eotltinsl kulf.; tads wlllld. ;80083 ' Ca tel£0y L4aly1lf Oliitetp;I4t. ill fak3 fd edn3tiGG nYl3epttC.In4'YyNlta[ead�et3ii:IX�ieApa9en iddf ldlMkSAa(t(il)fAakiaeilfifl eafittY na idttel(FlibeyeCNdl piYa<t. T94t ddnaslfttaij]9a,ill`NWll+flri tl:alr:tii Genper. rite Gnl3arafiaetl ailleaft:Uvdadrtr,adlai 4451 St. Lucie Blvd, dleteseldarll+a mart tpeel tprahn2igY)slpslies iavld. SW Btu[ksip 6yeett islPi fie ldilfay Gesigseee'+ns Snita Ggit+.ndagaaiiGy. l;I upYdi:d L•taseewfefisel iaTPol. For, Pierce, FL 34946 (epyrighl V 2016 A-1 Roof Trusses • RrthoayT. Tomball], M. Reproduction of this datnment; in any [arm, is ptohibittil wilboul *,a xtfieo permission Item Ad foal Crises- dnEhany 1. Tom6a 01, P.L I Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY li A0254255 WAHSS2 y A09 HIP 1 1 \ '0 , Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017. Print: 8.120 s Nov 12 2017 MI I ek Industries, inc. Wed Feb 14 14:22:59 2iiia rage 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-VPx95U2YPB06e4zFjiM3OQcEJ5dJ_Ksjxxm1 mxzlCpg 19-4-0 74 12 14-3-0 18 8 0 18 Q 0 24 0.7 29-1-4 29�4 12 35-0-8 35 ¢ 0 -0- 74.12 6-104 4-5-0 0-0- 4-8.7 5-0-13 0--'3'-8 57-12 04-0 6.00 12 5x8 = Dead Load Defl. = 1/2 in 46 �I 3x6 5 3x4 -:�- 4 W4 3 W2 m12 3x8 = _ 19 18 17 13 12 11 3x6 = 4x10 = 3x4 11 2x4 11 6x6 = 194-0 ! 74-12 i 14-3-0 'i 18-8-0 19-0-A 29-14 29-!�-12 35-4-0 74-12 6-104 4-5-0 04- 9-94 0. 5.114 ' 4x4 4x6 78 2x4 II 9 1 4x8 10 2 = 15 23 24 7x8 = LOADING (psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.37 14-15 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.85 14-15 >499 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.24 17 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP M 30, B2,135: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W8: 2x4 SP No.2 BRACING - TOP CHORD 2-0-0 oc purlins (2-10-5 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. Except: 10-0-0 oc bracing: 16-18, 12-14 WEBS 1 Row at midpt 5-15, 16-19 REACTIONS. (lb/size) 2 = 1598/0-8-0 (min.0-1-14) 11 = 1536/0-3-8 (min. 0-1-13) Max Horz 2 = 210(LC 12) Max Uplift 2 = -334(LC 12) 11 = -287(LC 13) Max Grav 2 = 1598(LC 1) 11 = 1536(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2877/1576, 3-4=-3061/1725, 4-5=-2960/1753, 5-6=-2121/1317, 6-7=-2118/1318, 7-8=-3619/2224, 8-9=-3763/2211, 9-10=-3706/2016, 10-11=-1496/888 BOT CHORD 2-19=-1365/2497,15-16=-1276/2654, 15-23=-1 120/2329, 23-24=-1 120/2329, 14-24=-1120/2329, 5-16=-416/838, 9-14=-382/435 WEBS 3-19=-596/484, 5-15=-1129/806, 7-15=-695/604, 7-14=-764/131 1, I I WEBS 3-19=-596/484, 5-15=-1129/806, 7-15=-695/604, 7-14=-764/1311, 6-15=-870/1478, 16-19=-1424/2542, 10-14=-1637/3141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf-, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vettical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate dapablc of withstanding 100 lb uplift at joint(s) except Qt; Ib) 2=334, 11=287. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard r1N PLATES GRIP MT20 244/190 Weight: 214 Ib FT = 10% Iseug-rims dungHrr.is+Ile'Ad I110`rr;KS3iSTtIEPj, 6T63it TEWS 6 (Gh""OIIEYS (lS7uM('d118 j:1Ng8AtrCiNEgi' I,ra; Tt,* ledp qumdm rid mdeNss wtli;l�ess gas ,9n+iy(f[v erd IE, IttingT.Isaf7Ol, tL Id.eae ll.I bsS.est. gdess,ller+ia dpd tetle IDg,w!q We.a. ,?lel$sbdit—ihrrbeHo1ob" lLAsO.,hiiqd,�.u(Le,Sqen,lltUpmewwdn.yl[Wrytsetts,euugtwiedlupeIntl.8ni t i'laqusmintI'mlkds:gee!tlesareinssd!padeerielootvq,exurat;�t! g!nstep.tn,lydeleutmtts.samnrr Anthony T.TomboIII, P.E. ed ese doe Tiss4rsaq seers dr.ig(,is;q:.dfillel3ia:Leq ni!wtRl. Tle gyerttdl3e IN aoq nq ldN.edfitirms. WeG!gl .t'etrye,inhllrnn ntbntsq sbd(Mfe r.gcecb:ilq,1 & ' 1hk113g9.;rT.Iel&"ft.Helm!eIFIiA1ElNDnilRgl�nel®qq,li�4:S,Ir1:INOlig(!Rq:9MS,ItIfI1'��ndin{KSIgrHlstx16y171rA1glAmrd!!sad:apmlpl—INid.sim4eniii"hest,16"ma'tl±TnssDetl;tx.Lesstesi,[ngrr.mir.ssrzufr!e!ey.!ess 4451St.80083 Lucie Blvd. eae.widtdbpotef:edrpedeirvuv,gigdlqm:.¢,?.LTteTn.gedwEytee,isgCTretpmagg ign,ninsslyr!aEaj.relmrb-8q.u1,9311a!tmsuemdefiedralnl. Fort Pierce, FL 34946 (opyTighl02016A-IRee(Trusses-AnibonyT.TomboIII, I'l. Reprodudienefibisdommeni,inonyform,isprohibiledwitheutthewfinenpermissionhomA-IRco(Tresses -Antbnyf.TomboIII, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A10 Hip ' 1 1 A0254256 Job Reference (optional) At Roof I russes, Fon Ylerce, FL 34U46, design(caltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MfTek Industries, Inc. Wed Feb 14 14'.23:01 201$ Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYY)-So3wV94oxoegtO7dr7PXTrhb3u LoSFNOOFF8rgzlCpe i 16-8-0 �1-0 0 7 4 12 1 13-11-8 it -0 21-0 0 29-1-4 %2 35.4-0 1�0 7�12 65-12 00-82-5-0 4-8-0 7-94 5114 6.00 12 5x6 = 5x6 = 18 17 to 12 11 10 3x6 = 4x10 _ 3x4 11 6x8 = 16-8-0 2x4 11 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.22 14-15 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.45 14-15 >931 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS' Wind(LL) 0.22 16 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP M 30, 82,135: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. Except: 10-0-0 oc bracing: 15-17, 11-13 WEBS . 1 Row at midpt 8-14, 15-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1475/0-8-0 (min. 0-1-12) 10 = 1417/0-3-8 (min.0-1-11) Max Horz 2 = 178(LC 12) Max Uplift 2 = -296(LC 12) 10 = -249(LC 13) Max Grav 2 = 1475(LC 1) 10 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2659/1435, 3-4=-2802/1541, 4-5=-2706/1567,5-6=-2762/1728, 6-7=-1911/1224, 7-8=-2245/1249, 8-9=-3434/1863,9-10=-1365/796 BOT CHORD 2=18=-1242/2307, 15--22=-811/1939, 22-23=-811/1939,14-23=-811/1939, 13-14=-1656/3124, 5-15=-290/347, 8-13=-77/495 WEBS 3-18=-537/429, 7-14=-208/598, i WEBS 3-18=-537/429, 7-14=-208/598, 8-14=-1270/917,9-13=-1543/2938, 6-15=-756/1186, 15-18=-1291/2369 i NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all :areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the Bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=296, 10=249. LOAD CASE(S) Standard W Dead Load Defl. = 1/4 in M 00 00 IF 1A PLATES GRIP MT20 244/190 Weight: 214 Ib FT = 10% wencp llnsetluegNpre+iewth'AI IOU 111"Mrstan mul. Tim& ImITICat uslont avEl.;�1.1crt1a C,U.ldueue Slees4shre ess. Veless ettmise skiedntle7gU,wh Wirkuuenrt l:naessldl:�eultetax lgDlah+diL Is aTrns nr pu!pil[it stpeTnsseepadtetleUllilp, We Anthony T. Tombo lll, P.E. d wrilts lrtssSr esp Witip it tie nspnfilililp dtst0.ner. the Orris oWuldrpd tolit Mittel Du jle•, n harsend d to 1", 2' Was [.,ehebg WEE lild. th st;oeteldtit loo ud n!tie8 ne d5o Ins,W16t;Wa4 mottL iesnlldur n, tntin shslu+ le nfpssti:!:ep d 80083 ' th txil:epgugas md[sm:ena�.dl!rstsutalletlelaD ea0lh p�aes®9 pildotsdthe N116ep(p¢pta!m�Sde7liYaEhee{e0fjpeNishAipf7l nod S6umrelnexe74s psensl pilne lPFl EeSns@:nspm!hil1ies ul�ins N'IaLrss UesipeRLess oess upzneaifnrkmh:n�eyx:ess 4451 St. Lucie Blvd. etERiu ldiesdhpeCrdrea egrHepe®ttinq hpollarrs Ill lhTnssttem[rliae i Is IN Ike Ifix. uipu,r[Tnss hps`=-a Fepieeerdmp hgRy. 8l tq.:lael6;ns wemdetled lellFl. Fort Pierce, FL 34946 (oppigh102016A-I Roof Trusses -Anthony I. Tombo 111, P.E. leproduationdihishortartenij I in any faun, is Inobibhed without the written permission from A-1 Roof Truses-Anthony LTombs, III, P.E. 1i Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254257 WAHSS2 ;y; All Hip I Job Reference (optional) Al KOOT I cusses, con coerce, M d4u4o, oesignLa-ITruss.com RUn: O. ILV 5 IVVV IL 4V I / rrllle. O. ILV S IVVV 14 —I a IVII I— IIIUU011-0, .1— VVUU a eu tY IY.a.e.�.e �u,u a oye , ID:psB5gYW3NJw5800kSDdXfwzlYYj-OBBgwr52TPuY61HOyYR?YGnu' i, O NJsYkFvjzlcp 14-8-0 18-81 I 23-4-0 I 29-1-4 291 12 35�-0 7-0-12 4-0 4 4-7-12 5 9 4 0 8 5-11-4 i 6.00 12 6x6 = I 6x8 = Dead Load Defl.= 7/16in F c 0 it lJ 18 16 1.5x4 II 11 10 9 4x10 = 3x6 = 2x4 11 2x4 I I . 6x6 = 3x6 = i 1.5x4 II 14-8-0 , 117-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) -0.31 15 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.73 15 >575 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.27 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.26 15 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T3: 2x6 SP No.2 WEBS BOT CHORD 2x4 SP No.2 *Except* 3-18=490/363, 6-14=-106/444, B3,B6: 2x4 SP No.3 6-13=-153/594, 7-13=-990/694, WEBS 2x4 SP No.3 *Except* 8-12=-1437/2975,114-18=-1188/2454, W9: 2x4 SP No.2 3-14=-56/258 1 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16, 10-12 WEBS 1 Row at midpt 14-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1510/0-8-0 (min.0-1-13) 9 = 1451/0-3-8 (min. 0-1-11) Max Horz 2 = 162(LC 12) Max Uplift 2 = -265(LC 12) 9 = -216(LC 13) Max Grav 2 = 151O(LC 1) 9 = 1451(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2725/1376, 3-4=-2780/1346, 4-5=-2673/1374, 5-6=-2440/1333, 6-7=-2529/1297, 7-8=-3495/1770, 8-9=-1401/781 BOT CHORD 2-18=-1187/2365, 14-24=-863/2200, 13-24=-863/2200, 12-13=-1513/3118, 14-16=0/306, 5-14=-207/823, 7-12=-91/449 WEBS 3-18=-490/363, 6-14=-106/444, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. I 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord ands any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=265, 9=216. ' I LOAD CASE(S) Standard PLATES MT20 GRIP 244/190 Weight: 220 Ib FT = 10% I Gordy-lkeuaweyNsa!itx tie •A117CE RUTS a teE"v111D15 [7SIDHj7]'}dCrIGALc"StlEMi' hrs. Telrlydp toemdm eed ¢elezl!s en3isLess DesiA hniyln4; Sid IM lrtYugl.ieste C; tt Ide¢ae Slnl Es'o2sse. Dd!sz oaeniu sMd Io IieIDD,wj tare'eu¢entrl:e%ss4dle!osedfi!!t�7DOale tdiL is elms Desge hper(In.S,endl(E.pu!r;,y! Siting eyTOO reprezte!snuupm:td a, pehumsd sglarieg lespssilat%rita lssivtfae sa-,1eTnss Eyid!Iatle TDDadE,ealn RFI.iG6!z!pvsnnpnn.6r1�7cntinees.zNdlDry Anthony T. Tombo lll, P.E. Sid ne ANs Tons%rly 16161 is 13t¢spn5iltIq dIke 0,net"hIMI.,tit ldliarx A Oesilngr,a¢ded dtie lnJ Cths 11 tke%ldln:'tgid, ¢dKI.ntypnld drle Too anhSthl'sedal inss%de6ylmt'x}sa;ye.InNldin uAlnr%l sldl§l ha:e!pts a;Apd .: 80083 ' aelisfa,+0l54rz:erlCcCeM:.dllng]sselaal ielklOD e>II'se 11�IrespdANdnssdllt leltliyserttenntSdery a%menee{RA,: pollseedic 171 osd SlfAul:eluet¢f!u peeen!p!dmst lPN k5rst3zrespai4:1ies¢db;asd'!lLrssM:iptt,lsa Des!pEspSitrddfrnsMaate!%rer; ¢4fs 4451 St. Lbele Blvd. eaerrae IAUkcelost:Nepeedcpu1,.0,1llin pen:¢I¢d,ei ThtTnss Culp Equeer is NOT rx laLapOtsilsd, esTnssSlx'ea Egiitrd©Tin16y. Anap LI A%raseneslhillaTRl. Fort Pierce, FL 34946 (opyrighl02016A-1losoMusses-AnthonyHomholll,P.I. Reproducionefthisdocomenyinanyform,ispiohibAedI ithculthewriaenpermissionhemA-]Roof Trusses- Anthony I. Tomb 111, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 Al2 Hip ' 1 1 A0254258 Job Reference (optional) ., r n001 r ruaaCs, Furs rteroe, r-L w9,46, eesignLa lTruss.com Run: 8.120 s Nov 12 2017 Nnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed'Feb 14 141.23:05 201Q Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-KZJQLX71?18FM?RO4yTTdhsGeWhlOBjcJsDL_bzlCpa 1-0-0 7-1-13 12-8-6 19-0-0 25-4-0 30-10-6 35A60 1-0- 7-1-13 5-6-3 6 4-0 6-4-0 5-6-6 4-5-10 5x6 = 1.5x4 II 5x6= Dead Load Defl. = 1/4 in sD m c6 IF 3x6 = 3x4 = 3x6 = 3x8 = 4x6 = 3x4 = 6x6 = 9-9-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.23 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.40 14-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.17 14-17 >999 240 Weight: 188 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except` B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1468/0-8-0 (min. 0-1-12) 9 = 1407/0-3-8 (min.0-1-11) Max Horz 2 = 148(LC 12) Max Uplift 2 = -270(LC 12) 9 = -221(LC 13) Max Grav 2 = 1468(LC 1) 9 = 1407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2593/1417, 3-4=-2363/1361, 4-5=-1982/1225, 5-6=-1982/1225, 6-7=-1861/1083 BOT CHORD 2-14=-1230/2270, 14-18=-840/1793, 13-18=-840/1793,13-19=-840/1793, 12-19=-840/1793, 12-20=-719/1567, 11-20=-719/1567, 11-21=-719/1567, 10-21 =-719/1567, 9-1 0=-799/1500 WEBS 4-14=-299/617, 4-12=-135/405, 5-12=-436/350, 6-12=-265/674, 7-10=-22/277, 7-9=-1878/1013, 3-14=-393/439 ,WEBS �4-14=-299/617,4-12=-135/405, 5-12=-436/350, 6-12=-265/674, 7-10=-22/277, 7-9=-1878/1013, 3-14=-393/439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf-, h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8E MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 1i0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=270, 9=221. I LOAD CASE(S) Standard i 6rEiq rleesetluEryHrrelirxtk'A-117cf nRSrS�i(((nj(dg:lAlfF1N58(�rHll[A1(USTCM{"EL7t1•j�(rrGALsGSM1IEXi•letr T64fi prraEnNmmdralroter alms his 7eSONonwis;(Twl vol Mx AEllwrT. iexM O;tE r3lereae flr4l t3h;eeso, OdesscRetrise slslNMtle10,wrt glTEhtnin, rkas SSrli4eKllhr 14T))to hulit AS ITm.NS11. htlraKp.e.$reJntr hnu3r;.fl3 sinn yIN alwas Eeem;6aa ifru 11n3i51ad EedbKrlrg respinHlitim:nE AKV0th APTass hAn-inA,T00 K!r,r,(uTfi-1. The dKip E,rmrrun.!ENEpuE&nx!, Smrmry Anthony T. Tombo III, P.E. sn Ex Adis r:Essh3rq raniEg it lkrzspE!ILllhnl!l OrI4GtSe giPEtlSi'As0'QN Ej.9rl4t rnlliEi hSIrFE',A'lnn3n Htu li(,dn iA(udlie ktdismrq nhcod MI. TAesppn3c`nlb IDO aal n!fiellEsed83Tnscmd,figean Wi�n`rle. Ushll�n udenrsg seniA: R•retraEui:.!:ryIf r80083 ' RsE;i aa0es',rce..!sNRm7rtla!, n!u!es1HWi4Ile T))E3deIitmlasad}Endam.1thhdGry(vipsol,kfny!e.nnu(Iff.T!Hisled4To! adSKAnutfu ed!iparaphroeT 90"sR3mPoSmINSadbn>sn!E3TnK(as,rar, Tress gnitoboaEreedhessA&M.rrotet,.!at 4451 St. Lucie Blvd. sliE!tlu INEd Ayo 6aLM EyteNENE urtitiar iy dt rrn!3s IEtHaet Thlass 031IM (33nen Is 101 N Wool asgw, Or; ssyszs 6yis:e, d©fWA4 All tay �u!dhros near dermNhlrTl. (opyright02016A-IRoaf llsses-AmhonyLbooltoIII, P.E. Reproduifionofthisdorument;inonylarm, isptohih0edwithout the written permissionfrom A -I RoofTrosses-AnthonyT.Tam6uIII, P.(. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254259 WAHSS2 ,,, A13 HIP CAT j 1 1 ti Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:07 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-GyQBmD9ZWeOzbJbnBN Wxi6xZOJPvszyvnAiS2UzlCpY 1-0- 6� 12 11-0-0 19-0-0 27-0-0 35-0-8 3 0 0- 6-4-12 4-7 4 8-0-0 8-0-0 8-0-8 0- 8 5x10 = 1.5x4 II 5x10 = Dead Load Defl. = 3/8 in 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 4x4 = 4x6 11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC . 0.84 Vert(LL) -0.29 13-16 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.63 13-16 >665 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 13-16 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 -Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1468/0-8-0 (min. 0-1-12) 8 = 1407/0-3-8 (min.0-1-11) Max Horz 2 = 135(LC 12) Max Uplift 2 = -256(LC 12) 8 = -228(LC 8) Max Grav 2 = 1468(LC 1) 8 = 1407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/1433, 3-4=-2263/1246, 4-5=-2294/1362,5-6=-2294/1362, 6-7=-1959/1019,7-8=-1329/780 BOT CHORD 2-13=-1253/2287, 13-17=-913/1969, 12-17=-913/1969, 11-12=-913/1969, 10-11=-755/1650, 10-18=-755/1650, 9-18=-755/1650 WEBS 3-13=-394/410, 4-13=-136/521, 7-9=-614/1479, 4-11 =-226/523, 5-11=-556/438, 6-11=-416/874 t NOTES- 1) Unbalanced roof live loads have been considered for this design. I 2) Wind: ASCE 7-110; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,- BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5) ' This truss hasbeen designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and ;any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=256, 8=228. LOAD CASE(S) Standard I PLATES MT20 GRIP 244/190 Weight: 184 Ib FT = 10% Srdry-geesetlutyHire!!en 11s'r-1IDGi Ir;SSB�SNECI DFA9rL ff{NS 8 iDiDI110kS (]SIDXS {GI]'j!.;r{Oi:t"'i.idE� hra. ieriti kuR iumdtn �I eetldn eras Uns 9ei:isDrniyiRs� u�!t+AdYurT.Tea!>ti litdscae Skesla.:`mese. Ddus dlenis! tl9d estleIDD,r�'r Pffekostemt fades shd!l:adhr she 15Dlskesdd. As Orns DeslieS;Odt!Dgm.-title udee nTIDO !h pdntleed eti!eeerUgrynslllllryhr th{nlind1h aepeTnes hpneEeetle Monty, MaRR.lb buis essminses,lid goe8nos,smetlmi Anthony T. Tombo III, P.E. eSoseddis isss5rur{dI6!gis(knsio<.Di!ihdt`a 0nst.IleDr.utiefimvslo,w.9er lle{dlfiq 0esiit+r,aheomddlr ltt,3al:;.1thb'dWAq.1s tolml.Reryin!ddlh ToDwo"fidi80083 ' MriUui Oesiiru�eM Qaeent.rl!ruSS utatuthlDD e>♦Ih ptxtnes�iinildnu slue tdl8ytcuiwSehryltte'ndin(IXSlpdhs&l�Rl mdS{n euretueufh+ieemt mine RFS Eons@: respa>.i'LTesaibn:sdtltTrrss Msliser,Less)esiin Fciixtrwiiross 6�anL^euy dtss e3!rriuldienkyobtltde eHepeuwrine 1 dl en:slmd!ei TleTnssC+il F ureriseLiCe{a;ds Ce1 au,nTnssS sva u.>tidar4.04 . Ill 7!rhmserenideeefaR41. 4451 Lucie Blvd. Fort Pierce, FL 34946 (opitiihtOtD16A-1loaf Trusses -AnlhonyT.TDmho116P.E. Rapfoduction of ibis document, in any form, is prohibited I withculthe wiiiien pumissionfars A-1 RoofTrusses -Anthony L Tomb D 111, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A14 Half Hip 1 1 A0254260 Job Reference (optional) Al Root d fusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14!23:10 201§ Page 1 i ID:psB5gYW3NJw5800kSDdXfwzlYr-hX6JOEBRpZnYSnJMsW3eKIZ6EXQM3LVLT8x6fpzlCpV 11-0-Q 9-0-0 15-7-14 22-2-0 28-8-2 35-4-0 1-0-0 9-0-0 6-7-14 6-6-2 6-6-2 6-7-14 5x10 1.5x411 3x4 = 3x6 = Dead Load Defl. = 1/4 in 3x4 = 4x6 = 15 ' '" 13 12 10 9 3x6 = 1.5x4 11 3,6 = 3x4 = 3x8 = 3x8 = 3x6 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.19 15-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.44 15-18 >952 180 BCLL 0.0 Rep Stress Incr YES ! WB 0.78 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.26 15-18 >999 240 Weight: 185 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 31 BOT CHORD 2k4 SP M 30 'Except` , 132: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. WEBS 1 Row at midpt 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss.erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1407/0-3-8 (min. 0-1-11) 2 = 146810-8-0 (min. 0-1-12) Max Horz 2 = 200(LC 12) Max Uplift 9 = -360(LC 9) 2 = -278(LC 9) Max Grav 9 = 1407(LC 1) 2 = 1468(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2513/1236, 3-4=-2734/1467, 4-5=-2587/1361, 5-6=-2587/1361, 6-7=-2587/1361, 7-8=-1706/886, 8-9=-1346/750 BOT CHORD 2-15=1221/2147, 14-15=-1220/2154, 13-14=-1220/2154, 12-13=-1467/2734, 11-12=-886/1706,10-11=-886/1706 WEBS 3-15=0/357, 3-13=-302/834, 4-13=-358/254, 6-12=-379/317, 7-12=-580/1076, 7-10=-1041/667, 8-1 0=-1 065/2051 WEBS ;3-15=0/357,3-13=-302/834, 14-13=-358/254, 6-12=-379/317, �7-12=-580/1076, 7-10=-1041/687, 8-10=-1065/2051 NOTES. ,1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water bonding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss I o bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 9=360, 2=278. 7) WARNING: Special bracing installation is required for panel(s): 8-10 LOAD CASE(S) 'Standard I &edq' rleesellmegHrrteheih'kI IDDE fIUS53j SEliEt'j6(99ACffANSA[ufiC111DSS[DSTDM{'8V7d'�A(AMC31EuiNED'him ie!rfT Hsip r000rlen sd ita.Astn llisl!es59esip 0ravia9lR-0j max AsriurT.Ito)fl; It telueae N:ftkt¢e M. Udess c@enise skid eetllTDD,w'y WhkitetiffosslilihesedhrrtelDDIt heedit Ise Tres Dedrt itritee{It,SpenrDr Orirtsrj.tla ssd is Sey TOO mllesms amgtam dlle pafesshtdegYeellegrgns!tlDryS: nt lesesAaa s:r/eTnss Gpdtlnth iDDxir,Ida MI. ite dsz;a mvufr.IC.hdag<uaans, stndiltty Anthony T. 7omb0 IlI, P.E. cdo,dtlis Tmsshr lq rddliq[site tespi iFititr dista.."1tOnn's axs�iedy°z4w tie rdlliq Dmijrhr,m th coded el lit IK,Si RILSel lie hid 1,YInah tcd rill. Th grad d lh IDD Wnyhdd Ise dni Tnts.hdtag ls4;eq well" hsMh/in ted hecgs5diaa. t tetfUMN,d ' u 8p083 INhif4g Desxx!tt4WreN!. All rshs eel of AMDD Witt f!eInswd p4ifivslilh htlHq(cespim Sshq I'limoeeRO¢re146141 l TPotsI SI(A.-Iistnd$A petrel pdnet. TlrTG FlSysresptssl6J;aes rsdbtlad3:LesS Degrees. hers Uefp 6paetread N'S#-Ull!ey cuss .;451 St80083 Blvd. IAe+ist ldhd lrtfldrm aped lflthwdhf drdlf Kindtel lheTmss Cities rgiteef 11 IGTlh Isibi Dts!p!r,0ass System hiitur d®r W11, Ill reD°wad}:m:uemddmdhlrSl. Fort Pierre, FL 34946 Copyrighl02D16A-IioolTrassts-AnShonyl.Tom6oIII, P.i. Reproduiiandthisdomment,inanytorm,ispichMedwithoutthewdttenpermission homA-lAaDITmsseS-AnthanyT.TomSoII1,P.C. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254261 WAHSS2-, A15G Half Hip Girder 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:13 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-56oS1 GDK6U97JE2xYecLyNBaCkOmGgYn969nG7zlCpS 1-0- 7 0 0 12-9-1 18� 6 23-11-10 29-6-15 35�-0 -0- 7-0-0 5-9-1 5-7-5 5-7-5 5-7-5 5-9-1 Dead Load Defl. = 5116 in 1.5x4 1.5x411 .re I. - -- -- .., .. 3x6 3x6 = 3x4 = 3x8 = 4x6 = 48 = I 3x6 = 44 = VA-i LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.30 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.61 14-15 >690 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.32 14 5999 240 Weight: 367 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. REACTIONS. (lb/size) 10 = 3178/0-3-8 (min. 0-1-14) _ 2 = 2941/0-8-0 (min. 0-1-12) Max Horz 2 = 159(LC 27) Max Uplift 10 = -952(LC 5) 2 = -765(LC 5) Max Grav 10 = 3178(LC 1) 2 = 2941(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5882/1615, 3-21 =-7397/21 10, 21-22=-7397/2110, 4-22=-7397/2110, 4-23=-7898/2242, 23-24=-7898/2242, 24-25=-7898/2242, 5-25=-7898/2242, 5-6=-7898/2242, 6-26=-7898/2242, 26-27=-7898/2242, 7-27=-7898/2242, 7-28=-6871/1949, 28-29=-6871/1949, 29-30=-6871/1949, 8-30=-6871/1949, 8-31=-428,7/1213, 31-32=-4287/1213, 9-32=-4287/1213, 9-10=-3070/988 BOT CHORD 2-17=-1477/5178,17-33=-1477/5203, 33-34=-1477/5203, 16-34=-1477/5203, 15-16=-1477/5203, 15-35=-2110/7397, 35-36=-2110/7397, 36-37=-2110/7397, 14-37=-211017397, 14-38=-1949/6871, 38-39=-1949/6871, 13-39=-1949/6871, 12-13=-1949/6871, 12-40=-1213/4287, 40-41=-1213/4287, 41-42=-1213/4287, 11-42=-1213/4287 BOT CHORD 1 2-17=-1477/5178, 17-33=-1477/5203, . 33-34=-1477/5203, 16-34=-1477/5203, 15-16=-1477/5203; 15-35=-2110/7397, 35-36=211017397; 36-37=-2110/7397, 14-37=-2110/7397! 14-38=-1949/6871, 38-39=-1949/6871; 13-39=-1949/6871, 12-13=-1949/6871; 12-40=-1213/4287, 40-41=1213/4287! 41-42=-1213/4287, 11-42=-1213/4287i WEBS 3-17=0f709, 3-15=-787/2653, 4-15=-1072/537, 41�14=-170/616, 5-14=-665/395, 7-14=-347/1217, 7-12=-1330/589, 8-12=-871/3059, 8-11=-2360/900, 11=-1417/5009 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as,front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 1 4) Wind: ASCE 7210; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and' right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent`water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 10=952, 2=765. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 225 lb up at 7-0-0, 123 lb down and 125 lb up at 9-0-12, 123 lb down and 125 lb up at 11-0-12 , 123 lb down and 125 lb up at 13-0-12, 123 lb down and 125 lb up at 15-0-12, 123 lb down and 125 lb up at 17-0-12, 123 lb down and 125 lb up at 19-0-12, 123 lb down and 125 lb up at 21-0-12, 123 lb down and 125 lb up at 23-0-12, 123 lb down and 125 lb up at 25-0-12, 123 lb down and 125 lb up at 27-0-12, 123 lb down and 125 lb up at 29-0-12, 123 lb down and 125 lb up at 31-0-12, and 123 lb down and 125 lb up at 33-0-12, and 149 lb down and 120 lb up at 35-2-4 on top chord, and 408 lb down and 87 lb up at 7-0-0, 89 lb down at 9-0-12, 89 lb down at 11-0-12, 89 lb down at 13-0-12, 89 lb down at 15-0-12, 89 lb down at 17-0-12, 89 lb down at 19-0-12, 89 lb down at 21-0-12, 89 lb down at 23-0-12, 89 lb down at 25-0-12, 89 lb down at 27-0-12, 89 lb down at 29-0-12, and 89 lb down at 31-0-12, and 89 lb down at 33-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.2E Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 3-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 3=-176(F) 6=-123(F) 13=-70(F) 17=-408(F) 9=-149(F) 21=-123(F) 22=-123(F) 23=-123(F) 24=-1 23(F) 25=-1 23(F) 26=-123(F) 27=-123(F) 28=-123(F) 29=-123(F) 30=-123(F) 31=-123(F) 32=-123(F) 33=-70(F) 34=-70(F)35=-70(F) 36=-70(F) 37=-70(F) 38=-70(F) 39=-70(F) 40=-70(F) 41=-70(F) 42=-70(F) 43=-70(F) 44=-70(F) bottom chord and any other members. sadq neue nur p9+r hx ke 31 rDDr n u6rSFllfl"F 6r1Y1CnrdS d (DfiTAUASS (790Mj thtd';!C YCh E SGEA lea Te h hup (uraders d rt 9 ea!s as 14s Uess DerP DsnriagUri d wdarT.Taa! a LL reeeae Yrel kehre esr. udess dI-ise sled rsM TDD,w'1 NTTektra 4, ftem Mike rsedhs the nohbt,dd.b0msNIP frp.aO.esfeNurE.pr+er;.e: udn nrmorereeseesmp¢pm:a Fi sle rreLseoed err;ern+geyusllildrirs6e ln!PellFt sapeTnsshr!eelsetle TDuad&WaT?H.Anthony T. Tornbo lll, P.E. ed ese d!Ns Nish! in WWII is Ike mpreifilih Itkoln.[It onosdesitdgd rake1A.1Desipv, esbmhd dtis ls''01Wmllit hsd kadagnle tsd rMi.Tie gpmd dike no ad ra.fidi ne 16iTms, L06eeW.U.Is W lena sWle ILminaslWyIt 180083 ' Ik4-.'1ugDes :rdCM•Meg.e!iu]ssetaaszttrlDDr>trnp�resalpii9rtesdt/etN&q(oe:ha+ASdrrylsr;netin,MS1,r+klrsW4yr?InIS6Grterelna[24+yeurelynieti2nNk5as4arespn:Nnesa1dn!sdt!imsDesipr,lxsDes:PEapznrm3ins.Mmtr^eecw'ns 4451 St. Lucie Blvd. renlu l�rdlTo6d•m epedorrvbxsifirg it dl rre:ss hstTsef.ikeir+ss CrsfmEsgiren Ts rDTtla raNag Ceslga¢r,rrlrsss STs±ea iagireeirdarT 9+ilog. Ntgwad tros rr!as 9etaer in nN' Fort Pierce, FL 34946 topinighl©2016A-I Roof Trusses -AnihonyI.TomhaIll. P.E. Reprodudionofthis dommeel,inonyrarm, is prohihhedwitheutthewritten permissionhorn A-1Roof husses-AuthonyLTomb 111,P.E. Job Truss Truss Type City Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 B01G Hip Girder 1 A0254262 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 VV23:16 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYj-VhTbflGCPPXiAinWDmA2a?p9vxY1 T4FDr4OktSzlCpP 1-0 7-M 11-3=14 15-6-0 19-8-2 24-0 0 31-0-0 2-0 1-0- 7-0-0 43-14 42-2 42-2 43-14 7-0-0 1-0- 4x10 = Dead Load Defl. = 1/4 in r� 29 lv 30 311d 32 33 11 34 11 4x8 — 2x4 11 4x10 = 7x10 MT20HS= 4x10 = 2x4 11 4x8 — 3x8 MT20HSI I 3x8 MT20HSI 19-8-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.24 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.49 13 >764 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.26 13 >999 240 Weight: 179 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc pur ins. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2647/0-3-8 (min.0-2-3) 9 = 2653/0-3-8 (min.0-2-3) Max Horz 2 = -65(LC 6) Max Uplift 2 = -710(LC 8) 9 = -713(LC 9) Max Grav 2 = 2647(LC 1) 9 = 2653(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4814/1335,3-24=-5742/1643, 4-24=-5742/1643, 4-25=-5742/1643, 25-26=-5742/1643, 5-26=-5742/1643, 5-27=-5800/1660, 6-27=-5800/1660, 6-7=-5800/1660, 7-28=-5800/1660, 8-28=-5800/1660, 8-9=4868/1351 BOT CHORD 2-15=-1156/4221, 15-29=-1154/4239, 14-29=-1154/4239, 14-30=-1722/6275, 30-31=-1722/6275, 13-31=-1722/6275, 13-32=-1722/6275, 32-33=-1722/6275, 12-33=-1722/6275, 12-34=-1117/4289, 11-34=-1117/4289, 9-11=-1118/4270 WEBS 3-15=0/523, 3-14=-608/1993, WEBS 3-15=0/523, 3-14=-608/1993, 4-14=-538/325, 5-14=-709/214, ' 5-13=0/400, 5-12=-633/190, 17-12=-581/355, 8-12=-613/2006, 8-11=-0/536 INOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft-, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where•a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=710, 9=713. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 225 lb up at 7-0-0, 123 lb down and 125 lb up at 9-0-12, 122 lb down and 125.Ib up at 11-0-12 ,i122 lb down and 125 lb up at 13-0-12, 122 lb down and 125 lb up at 15-0-12, 122 lb down and 125 lb up at 16-11-4, 122 lb down and 125 lb up at 17-11-4, 122 lb down and 125 lb up at 19-11-4, and 123 lb down and 125 lb up at.21-11-4, and 223 lb down and 225 lb up at. 24-0-0 on top chord, and 408 lb down And 87 lb up at 7-0-0, 89 lb down at 9-0-12, 87 lb down at 11-0-12, 87 lb down at 13-0-12, 87 lb down at 15-0-12, 87 lb down at 16-11-4, 87 lb down at 17-11-4, 87 lb down at 19-11-4, and 89 lb down at 21-11-4, and 408 lb down and 87 lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 3=-176(B) 6=-122(B) 8=-176(B) 15=-408(B) 14=-69(B)4=-122(B)7=-122(B)12=-69(B) . 11=-408(B)24=-123(B)25=-122(B)26=-122(B) 27=-122(B) 28=-123(B) 29=-70(B)30=-69(B) 31=-69(B)32=-69(B) 33=-69(B)34=-70(B) Gsndq-rlessellsnyMpsmiew oe'FI IDDE 110SS8 rSnlEg.'j99411 TEWSd[OIv11M E1STBACK--la,( AUCKENUV b!x. fatlp dsslp garmdm Dail recgailesntsisT!essflern0m.iy1R'�, eri tM ddgmpT.re:cWG!, LL Edeeae k:sl McSre ese. ud:sscH.a+Ise stsldlneTDD,salp NiM mmkeg!dessldtt�eulUr ae iDDmkrlIII.lseTrms Dezip Eegrra(I.l,S;eadfyFstlna;tls sednnpTDD represetlsnrx!ertaa dINs!rgfeTmssdnrn:lestkt TDD oily, oaaa1r1-1. TEelKySmsolfilm.hrlllanita ,svileniry Anthony T. Tombo III, P.E. H me li !sTiesSrrr.11ai!G!g lade« sgeee!k!Ihdtz hvt. tDtmisrd:WA opm Kill Isi!tbg Oesigst!,®pa olhddim It(,i!g: aifle6rd It lgnlestlTPN.les p'el dlk TDDnd ea.,ae!lme d6eTmc Wdgi.U4 wri iesMlsDn Wkaig ASIU. Ge rtsgnal:Ety l ' hletDes.rsrd kssbs. if esSts slim 3 r.Med In'Mm ml ddirndtls k1fi [se seep Sd la:'emsan'stfki eEliskd!Tn ta151Uerselwalrm —1 alit Tri•t k5rts3.n 80083 D i'e 1 T'� 1 i al' 1 r n sgemi111iesscldamd3eT!tssDedgva,lms!lesgsugiaeraelTreall�mrD!!n,xess 4451 St. Lucie Blvd. lteMse lefeed Ipe(eairad epeedogrt is waliq Ipol gam Imahei Tlehms G<sf?a Eagieem Is gDI1"t rdAag Desyaa,mTnmSgs±la Eagileer dmp 1.1$y. ul sy!aMiems seas defieN iaiPlt. (opyriDhl©2016A-IRoalhosses-AmbanyT.Tom6D111, Ill Reprodudiandthisdosumem,in any farm,isprohihitedwitAcotthe siditenpermissiaafrom A-1Raoffresses-AnthoayT.Tomb 111,F.L Fort Pierce, FL 34946 � Job Truss Truss Type city Ply ASSOCIATED HOMES / SEDONA SKY II AO254263 WAHSS2 ,,, BO2 Hip 1 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:18 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-S3bL4_HSxOnPP?wuKBCWfQuVC19gx66W IOtYxLzlCpN 8-7-8 15-1-8 21-7-8 30-7-8 8-7-8 6-6-0 6-6-0 9-0-0 NOT SYMMETRICAL 4x8 = — Dead Load Defl. = 3116 in 1.5x4 11 4x8 4x6 — 1.5x4 11 i 5x8 = 1.5x4 11 3x4 = 3x8 MT20HSII 15-1-8 30-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.13 6-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.31 6-16 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 6-16 >999 240 Weight: 137 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1212/0-3-8 (min.0-1-8) 5 = 1238/0-3-8 (min. 0-1-8) Max Horz 1 = -76(LC 8) Max Uplift 1 =-193(LC 12) 5 =-200(LC 13) Max Grav 1 = 1212(LC 1) 5 = 1238(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2029/1048, 2-3=-2065/1212, n 3-4=-2065/1212, 4-5=-2023/1058 BOT CHORD 1-8=-756/1704, 7-8=-755/1710, 6-7=-762/1719,5-6=-762/1713 WEBS 2-8=0/326, 2-7=-201/565,3-7=-426/318, 4-7=-199/557, 4-6=0/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1,0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl; , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. j 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load no concurrent with any other live - loads. 6)' This truss hasjbeen designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) 1=193, 5=200. LOAD CASE(S) Standard c�dey � iieetelureyJrrerlrvfk •al roe.lrrssaFanirri sra u[ laws a [DrrmDn [uslDk; sDla; a[uDalreat[Ir hrm rerifT ee4ipraeneen evm�ml.: � Ismlrrsa Dripameriaglr[4; � le 1rluTLTxks;; P.L rrtdess u:n k'aa esr. Daeas rtFenise ddd ee ne1DD,c�y N1Tettouxnrixtsshillt: eselIvk IDDtak WA. ASLrts Desiye Gplrre{Ie,Spe:irDP bpertt.le ucl el eeplDD ltjfPlttlS la uttyiaxdlkl p1a1:4rI11derF'.eEenrp reqolSlYllmrh'lydK!rntTleiFtelrrttd?pid!lrmll iDD oily; yard 1M. Tte Les!pmsnnytlems,hre:mgmEnus, srtloilny Anthony T. Tombo III, P.E. HmAlit l:m6regkilGrghthRip nydth,Pn¢Ilell-saviarlgdwlieInT&IDespr,®tkf.44ANIV,1=6:idtlehrdkabgnde¢l1rl.lerppme[dlie100mil ghill t,66, Trust. W,fqlsd;swrtye,IOWA'.rdWulskill+a.Geresymikl:h,d . ! $0083 ' h:lreagaesipa!ted ka rQa:. All Is SAW hleTDD aril fm prarms®d pidetnesdske hUry orr-t Weth...M. ff pollm4 Mel S[U eardmind'aP—1 a:lmmTPA ah"llampmt is.1d r.sdl?less Desipd,Tness Des:pa[epmdeml Nit N'A"'w, deft 4451 St. Lucie Blvd. elrrrise/iliertlpmOt�d opera orvbwrhiq krdliur:rs he6sel lheTress Cedarsy rzerb MCt.a Dudsg Drsilad,uTnsssps?aF.qu:erd©TSril9sy. 111rq eaN4:rus rrem driael laTP[I. Fort Pierce, FL 34946 (opyrigh1C42016A-IAomtTrusses-AnlhmnyLTomboIII, P.t. Ceprodurtionofthisdomment,inany form, isprohibileddithorrtthe writleepermissionfrom A-IRaDlTlmsses-AmthanyT.TomboIII, P.l. Job Truss TrussType Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 B03 Hip 1 1 A0254264 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:20 2019 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYr-OSj5VfJjSd 17fJ4HScE_kr_sTZo?P?npmiMeODzlCpL 6-0� 10-7-8 15-1-8 19-7-8 24-2-12 30-7-8 6-0 4 4-7 4 4-6-0 4 6-0 4-7 4 6-4-12 NOT SYMMETRICAL 4x4 = 3k4 = 4x4 = Dead Load Defl. = 1/4 in 10 _ _ 8 4x6 = 3x8 = 4x6 = 3x8 = 4x4 = 3x8 11 10-7-8 i 19-7-8 30-3-8 3q77-8 10-7-8 i 9-0-0 10-8-0 014LO Plate Offsets (X,Y)-- [1:0-0-0,0-1-41, [7:0-1-12 Edge] p:0-0-4 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 0.56 Vert(LL) -0.24 8-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.50 8-18 >733 180 BCLL 0.0 " Rep Stress Incr YES WB 0.28 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 8-10 >999 240 Weight: 149 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1212/0-3-8 (min. 0-1-8) 7 = 1238/0-3-8 (min. 0-1-8) Max Horz 1 = -92(LC 8) Max Uplift 1 =-211(LC 12) 7 =-218(LC 13) Max Grav 1 = 1212(LC 1) 7 = 1238(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2113/1193, 2-3=-1787/1017, 3-4=-1546/974, 4-5=-1549/979, 5-6=-1 792/1022, 6-7=-2108/1195 BOT CHORD 1 -1 0=-939/1819, 10-19=-714/1664, 9-19=-714/1664, 9-20=-714/1664, 8-20=-714/1664, 7-8=-938/1832 WEBS 2-10=-348/390, 3-10=-233/523, 4-10=-293/156, 4-8=-290/149, 5-8=-234/528, 6-8=-359/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf-, h=16ft; Cat.11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C'for members hand forces & MWFRS for reactions shown; Lumber IDOL=1.60 plate grip DOL=1.60 :3) Provide adequate drainage to prevent water jponding. 4) This truss has been designed for a 10.0 psf bottom ,chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=211, 7=218. LOAD CASE(S) IStandard i64uiq� flee:etlantpMJ r4.ilq ISt'Ad IDOE IIDs39 Pirtl[I.'I6[eadt TdtXS d @hr$fIL%Y (DSTOxj BSR9'I A;AdOi:rdDNEdi'Eoa: rer0i desip Pesevelen eilseeded!s aolTis Ltss Oesiya DrlriarlTrrJpud @a ddlmrT. Txrht0l, I.L tdweae kaf Mhre tsR. Udess dkarisl ddelec Oe IDD,sa'p MlTh<t¢eshr p:lks sld'<6, ned6rRn iDDlahe adid. sslTnss Desrye[epee4r{I.e,SpBdiJ Dpt!lrr3, sldnoJlDD repeseds¢[Nr,3nd13l rrdlt:iaed egnemp rgtvdill0pk th 110pddt s4eTns dtpIN it tit TDD Ydy, rtleF0. The ksJa nsmpnLInt¢pteednim, roldili:T Anthony T. Tombo III, P.E. doledtu Lssshreq Wei loth mpxsikiurdtk 0nx,&e0.micxromd aylr lotWIiq oesisetr,®Calxftd06,le4i,W tadth 4tden:in.1,,lKI.I., qpe. dti, lDD W.1,49d m ofk!T.M06q a }m�e. Wriatoddnf4:+pbRit.. P,, mpm5:'3rd �80083 letViegDesign:ut!UetMt.Ali axselod leeiDDMIke podimsmlpiddnesdlk!10ig(o¢p"eitSdtrylarneAn;l(SPpMlstadhTMWS1(Amrdo-AltpurilploomTPFIFniaet3enaplmihD:tiesetdd+DsdFlLlssDad}eer,LssDes:ys6psweedTnssMa4d/t!neytaiess 4451St. Lucie Blvd. p#ttrlu IsfiotdiJt remsd (peed apl ®wADq IJdI pates imdsei The Tnss DeAlirlrieen It lOT ra`dsr Bs:pw, wTrntrJthn ®dnew dmy htildiq. AU tgi;da!dteres wem ddael tallll. (oppligbf02016A-I RoofTtosses-AnihonyT.Temballl,P.I. Reproduoiosefthisdommeel,inany fork isplohibhedwithoNthe writlenparmissionfrom A-IReofllasses-AnthonyLTombo111,P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254265 WAHSS2 k B04G Hip Girder Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:22 2018 Page 1 i ID:psB5gYW3NJw5800kSDdXf6vzlYr-KggswLKz—FHrudEgZ1HSpG3BSMYdto86DO646zlCpJ 6 4 3 12-7-8 17-7 8 23-10-13 30-7-8 6-4-3 6-3-5 5-0-0 6-3-5 6-8-11 4x4 � NOT SYMMETFiLgAL 3x4 = <� 12 « <� <� 11I 9 8-- -- 5x8 = 3x6 11 6x8 = 6x6 = 6x8 = 3x8 I I 5x8 = 4x8 11 Dead Load Defl. = 3/16 in 6-4-3 12-7-8 17-7-8 23-10-13 30-3-8 31-7-8 6-4-3 6-3-5 5-0-0 6-3-5 6 4-11 04-0 Plate Offsets (X Y)— [1.0-0-0 0-1-1] 11.0-0-12 0-8-1 1] [7.0-1-11 Edge] [9.0-4-0'0-4-0] [11.04-0 04-01[12:0-44 0-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 8-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.38 8-9 >965 180 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.11 7 , n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 8-9 >999 240 Weight: 379 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 7159/0-3-8 (min. 0-2-15) 7 = 7938/0-3-8 (min.0-3-5) Max Horz 1 = -109(LC 4) Max Uplift 1 = -1558(LC 8) 7 = -1705(LC 9) Max Grav 1 = 7159(LC 1) 7 = 7938(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11897/2592,2-3=-8673/1950, 3-4=-7748/1805, 4-5=-7728/1813, 5-6=-8646/1958, 6-7=-11442/2574 BOT CHORD 1-20=-2332/10613,20-21=-2332/10613, 12-21=-2332/10613, 12-22=-2332/10613, 22-23=-2332/10613, 23-24=-2332/10613, 11-24=-2332/10613, 11-25=-1617/7733, 10-25=-1617/7733,10-26=-1617/7733, 9-26=-1617/7733, 9-27=-2216/10162, 27-28=-2216/10162, 28-29=-2216/10162, 8-29=-2216/10162, 8-30=-2216/10162, 30-31=-2216/10162, 31-32=-2216/10162, 7-32=-2216/10162 WEBS 2-12=-445/2569, 2-11=-3324/800, 3-11=-767/3516, 5-9=-769/3492, WEBS 2-12=-445/2569, 2-'.11=-3324MOO, 3-11=-767/3516, 5 9=769/3492, 6-9=-2843/771, 6-8=-426/2185 I NOTES- 1) 2-ply truss to belconnected together with 10d (0.131"x3") nails as follows: 'Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 loc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load noilconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bosom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord ancilany other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt Ilb) 1=1558, 7=1705. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1123 lb down and 276 lb up at 1-4-4, 1126 lb down and 227 lb up at 3-4-4, 706 lb down and 137 lb up at 5-4-4, 681 lb down and 152 lb up at 7-4-4, 650 lb down and 164 lb up at 9-4-4, 650 lb down and 169 lb up at 11-4-4, 650 lb down and 169 lb up at 13-4-4, 6.50 lb down and 169 lb up at 15-4-4, 650 lb down and 169 lb up at 16-2-12, 650 lb down and 169 lb up at 18-2-12, 650 lb down and 169 lb up at 20-2-12, 650 lb down and 169 lb up at 22-2-12, 650 lb down and 169 lb up at 24-2-12, 650 lb down and 169 lb up at 26-2-12, and 1250 lb down and 245 lb up at 28-2-12, and 1257 lb down and 238 lb up at 30-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 7-13=-20 Concentrated Loads (lb) Vert:,10=-650(F) 15=-1 123(F) 17=-1 257(F) 20=-1 126(F) 21 =-706(F) 22=-681 (F) 23=-650(F) 24=-650(F) 25=-650(F) 26=-650(F) 27=-650(F) 28=-650(F) 29=-650(F) 30=-650(F) 31=-650(F) 32=-1250(F) tretlq-Ilseseti.,IHpre.iewtn'A.I loci TIOSSsS(SE 01 U1311 RU1S 6 [cFrdODn(OSTOM{ En91:.CIc .E;iYEAi hsa ieEAt dtilp paeaden e>r reed W!s ntlisLns Oee!pn DrnigiRL; mi Ire LIlmrT.IExaEOI r.L rdyese Sl;st Seh;e ne, Od:ss ghnise a¢d eetlelDD,a'.p gJTetome!ntp'est1>I:E!aeedfrrda?901a6t eelid.A!eTrnf OngE EtNEeejLe,Spe�lll(61IEf��.7S:L'EINtl(IOD(lpre3sAf EEEffFp(aI:e EI IIE pIif!f51EEEI eflF:AEp IISrIeSII111Itr1lI IFS;Eg4i 1MfEpP rrlef a!ria!i en tl!lOc oElp, Eater i7Fl. 7h Enlpa mrnptue,lErl:ep<EEtlnEr!, tr,tdill^j Anthony T. Tombo I1I, P.E. Here Ones Nnh!eepldldiq is lie rolwsUdy ON Otimb 0-?s,OW, Mao c0t 10161 Design'.. N mil 9 lie Kiln &tidth bd lalbp li.1MI. le gpmCrllk?DD adn.tiellem ef6e Tnstvdstigl�:;ssrgs,iuNlElin altnrxp sSdibr,!te!la i:'meT <-80083 ' IfNkieapDes:g,redrm:-eCm. pit")p4na.1r41fe5RtslarespEsihd.?assed61nese!I?his eu7Em.T!essoes ain, !masiTn!suiutEm:er;ahss 4451 St. Lucie Blvd. dutrim Miss lie td d eptol ins IN w riq 1pol letter hnsini ritTnss kilpe Eagan is lDtxlAbi Mipae Tres Sps+!x EEpiea[e.ayb.Mij, Illiy'1u.adhrras ueas ddadblPTl, Fort Pierce, FL 34946 (oppfight(62016A-IRadInsses-AnthanyT.Tomhalll,P.r. Reprndndiaoofthisdommenl,inany form, isprohibiledwIA mthewritlenpermissionfromA4RoofTrustee-AnthonyLTomho111,P.r. Job Truss TrussIType Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 C01 G Hip Girder 1 1 A0254266 Job Reference (optional) 1 Roof I russes, rod Pierce, FL 34946, eesign@altruss.com �1 I 4x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14.23:25 201 ID:psB5gYW3NJw5800kSDdXfwzlYYj-IPW YNMrHAfQl4zEF9g9RvhhFaUT4GWYvz3 1-1-4 1 ..ems nee — I ra L. 3x6 = 1 1.5x4 11 5x8 = 1.5x4 11 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.11 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.24 8-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 10-13 >999 240 Weight: 98 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1787/0-8-0 (min. 0-2-2) 6 = 1787/0-8-0 (min. 0-2-2) Max Horz 2 = -65(LC 6). Max Uplift 2 =-492(LC 8) 6 =-492(LC 9) Max Grav 2 = 1787(LC 1) 6 = 1787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3328/914, 3-17=-3251/935, 4-17=-3251/935,4-18=-3251/935, 5-18=-3251/935, 5-6=-3328/914 BOT CHORD 2-1 0=-768/2898, 10-19=-769/2922, 9-19=-769/2922,9-20=-723/2922, 8-20=-723/2922, 6-8=-723/2898 WEBS 3-1 0=-23/658, 3-9=-231/553, 4-9=-502/319, 5-9=-232/553, 5-8=-23/658 NOTES- 1) Unbalanced roof live loads have been considered for this design. 12) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 13) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=492, 6=492. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 225 lb up at 7-0-0, 123 lb down and 125 Its up at 9-0-12, 123 lb down and 125 lb up at 10-8-0, and 123 lb down and 125 lb up at 12-3-4, and 223 lb down and 225 lb up at 14-4-0 on top chord, and 408 lb down and 87 lb up at 7-0-0, 89 lb down at 9-0-12, 89 Ib'down/at 10-8-0, and 89 lb down at 12-3-4, and 408 lb down and 87 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 11) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 11-14=-20 i Concentrated Loads (lb) 1 Vert: 3=-176(F) 5=-176(F) 10=-408(F) 9=-70(F) 4=-123(F)8=-408(F) 17=-123(F) 18=-123(F) 19=-70(F)20=-70(F) I , Weesg rleeul6srargMgmiawiSe'Ad rODF fIDSi9 rS[LLFli 6fr:lAt TEtAISA(DAC1D8Kf [DSiDbt DRtl'jA(KKDd1rD MEKi hsu.Teifr datige{aametm e>a ued aNsswlfisUass 9nipsDra+iySff4;rtd lla latlurl.Temfs Dlli telaeae Simi Were— Ddess eta+isa ndadm la TDD,.! WTetoeurnr{:s'es slilihned6rla lDDI, latent. AsaLass Dedp Eapma{i.e,SeNsN(6gne:;n?urin myTDD serrest.%eert¢,nmuc{Iie{r�>ssWdeeg:sterlsg reynsllltdjfor in Mile! atsepTms hgm?d la Ike TDD nit,eodn Mi.it, im a nr*lise.6etterw6nu:, smiling Anthony T. Tom6o III, P.E. He.' 'I is iuss4raq kilrug is ate ms{xs�klArdla PneefteOreisr;P.arDsK y�e9clte teldq Dni�rse,m Dk nahn atalt(,ti?4'(:Sf5-5dlaYsg ail ¢dMI. RISFMa`e Ike lDDmlmdeltne efieinewtedrfiegladigswrie, iafiDtliav mdkrnsg slilit?e�us{msl�'ge 80083 ' limkiliregDesigm!I'd Hmartm. RlletxsulwletlxTDDadaagirAiusradg.idelmsdslsreldivf(sure¢NSda71a.`e;nNin,M161fpNisEedlif7lcidfl(4me:elneud!age?em4psAmse.lrLlKs5ms4?Pas{casih9:tinmdEnSne�?LnsDesipe,Luss9mp�FngisersnlTmsMaavhhrr,w!ess 4451 St. Lucie Blvd. e3awiu dr6aeKlgaGmred aper4 apvte Meq lgdl{wDrs lm:%nt. lleinu CrsttaSegiaur6rDl".e6e`dag Dnigea,aTnss Sgtea Eagiea:eng laid?} Ali mgDWn:f$:a: weal deraNlalPA1. Fort Pierce, FL 34946 Cop{7ight 0 2016 A-1 bet Trusses -Anthony T. Tomlin III, P.T. lieprodirtian of this dotomen4 in onyform, is prohibited witheut the written permission from A-1 Roof frosses-Anthony'L Tombo III, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254267 WAHSS2 .q CO2 Hip I 1 1 r Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:27 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-hoelz206pnw8?06dMasdW Km68NFwYBIrNHYWmKzICpE -1-0-0, 45 13 9-0-0 + 12 4 0 16-10-3 21 4 0 ,22-4-q 1-0-0 4-5 13 4 6 3 3 4 0 4 6 3 4 5 13 1-0-0 5x6 = 5x6 — Dead Load Defl. = 1 /8 in 4 i 5 T 6.00 12 1.5x4 1.5x4 3 6 0 2 v 1 2 7 m 6 �1 Io t 11 18 10 19 9 't 3x4 = 3x4 = i 4x4 = 3x4 = 3x4 = 6-8-0 14-8-0 21-4-0 6-8-0 8-0-0 6-8-0 Plate Offsets (X Y)— [4.0-3-0 0-2-0] [5.0-3-00-2-01 LOADING (psf) SPACING- 2-0-0 CS. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.18 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 9-11 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.09 11-14 >999 240 Weight: 94Ib FT= 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-7-4 oc purtins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-8-0 (min.0-1-8) 7 = 913/0-8-0 (min. 0-1-8) Max Horz 2 = -82(LC 10) Max Uplift 2 = -183(LC 12) 7 = -183(LC 13) Max Grav 2 = 913(LC 1) 7 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1544/871, 3-4=-1358/784, 4-5=-970/681, 5-6=-1358/,784, 6-7=-1544/871 BOT CHORD 2-11 =-664/1356, 11-18=-361/970, 10-18=-361/970, 10-19=-361/970, 9-19=-361/970, 7-9=-673/1356 WEBS 3-11=-330/324,4-11=-172/456, 5-9=-172/456, 6-9=-330/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl.� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)!zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=183, 7=183. LOAD CASE(S) Standard I li'min-11-0 nyltlresitsttm'11iNtilssH{snitr16EMIfiTNSd(4FCifICSS(d517Mj EPS9;!.(r50ID:f iNEXi Ssrr-Tc'tr(drsiprutarlers mlrte!ecf!sufbs Lev Bes inviylTf;u3lteArix(1.rust L';Ti.letdeutlieel ds nne. ttdeu Nieniu CgN tv t1eT➢P,rm!y WTteursemr a3ssMttetselUrnxigDlaheediLFseTrrssDaireFequer{I.e,sueiept6pue ts:vdneryloDnrresensteav �dtleTral:ssierderrsrnnreyusililat6:RelEspielRestreTu,sier�neeeeaemowt,�surn.t.t�(>xgaasnuiren,luaeTmenvn.s�ad" Anthony T.TomboIII, P.E. Wesel tlis Lessor try 101bS is Use nsinsltifa,eltte0mrler 0-issAssiteteytb or ties MittelUup,, a N series efts ll(,6t M IPeless! Wigrile ..1K1.Tie 4jeeee! d Ike IDD 9A lerMI sit ettitTless.od,5,1kmr].A;gs,Ieet,5fie Ul tAtlet Mite" ed1ro041.10 t80083 ' Ise Mft;D irreiulWaft.All utessClot!hkTDDedfit lirdnettaigieelneseltiSellig(eearxedsdegldrrnenn{t(SfjltNts&d41?]WSi(Ameselenrc3henurolytiesrc�7PFlEetiu;ttaresyaasiii!:ties¢3d!itsef'1tLrssheleer,Lusaes,hpwealrussaaortrn:el,ro:ess 4451 St. Lucie Blvd. devise Mae!iyolilmd epdopt is vMsl iy dlimtsi ebtf. fieTross Us!nflater is 101;.'.M.1Oeslgeri,srTnss Sydem Eayitee ei©l itdnsr Ill ay,„ad terns utos dAd to Ill1. Fort Pierce, FL 34946 (opTTighdm2016A-I bat Tresses -AntbonyT.Tem6o111,P.f. Eeprodudinoofthisdeterrent, inaeyform, isprohihBedwith cuf the written permissionfroesA-I bet Tresses -Anihanyi.Teethe 111,P.E. Job Truss Truss,Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CO3 Common 2 1 A0254268 Job Reference (optional) ., r —01 r ruaaca, rue L reeece, rL 3-41A40, aeslgnLa icruss.com Run: u.1zu s Nov 12 2u1 i Nnnt: 6.120 s Nov 12 2017 M7ek Industries, Inc. Wed Feb 14 14s.23:29 201$ Page 1 I D:psB5gYW3NJw5800kSDdXfwzlWj-dBIVOkQMLOArEhGOU?vSblrQUBxtO448gbl dgCzICpC r1-0-Q 4-5-12 10-8-0 16-10-3 21 4-0 22-4-0 1 0 0 4 5-12 6-2-4 6-2-3 4-5-13 1 0 0 m 0 0 4x6 = 4 3x4 = I 3x4 = 3x4 = 3x4 = 3x4 = Dead Load Deft. = 1/8 in 6-8-0 14-8-0 21-4-0 6-8-0 8-0-0 6-8-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 8-10 •>999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES i WB 0.21 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 j Matrix -MS Wind(LL) 0.07 8-10 >999 240 Weight: 99 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-10-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-8-0 (min. 0-1-8) 6 = 913/0-8-0 (min.0-1-8) Max Horz 2 = -95(LC 10) Max Uplift 2 = -194(LC 12) 6. _ -194(LC 13) Max Grav 2 = 913(LC 1) 6 = 913(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1571/919, 34=-1364/817, 4-5=-1365/817, 5-6=-1570/919 BOT CHORD 2-10=-717/1388, 10-17=-297/851, 9-17=-297/851, 9-18=-297/851, 8-18=-297/851, 6-8=-725/1387 WEBS 3-10=-356/392, 4-10=-245/505, 4-8=-245/506, 5-8=-356/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. i 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(?) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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 bottom chord and any other members, with BCDL = 10.Opsf. 15) Provide mechanical connection (by others) of truss 'to bearing plate capable of withstanding 100 lb uplift at ,joint(s) except Qt=1b) 2=194, 6=194. ,LOAD CASE(S) Standard i tA'mdq rlmutluegNr rmlewth'A 110Gf RDSSrS(SftIF116E00k!TEU7S A((Iy BEKS(07311 IRX)A(1.rCOMMEDT' ML TerDy huge ymemden edfed ors mf is Los D"m D,nLvy(RO; re! Ih AdSuyl. TmchDt 11.Idst.a9.1 ssSume. Ddess Alx+iu dddutkeRll,m'y MLltkmeeMwft.sUlh uedtn IN TODtehu14.Ase7rms oulp hyless(I.s,Sye;mlly hylur,Mr wiles nyTOD rartmett ammposu dfh polnilssd¢ymeam sespniffirt.or if ees dMealelsess dry!ded eetseTDD ullerderW.Thd:slys mm�pmmaerl:cyus6nvn, ulftelay Anthony T. Tornbo llI, P.E. vol me Ards iss:D�: reyldllry is threspoiliDg Ithe0ms,tle0mis sd'arizrrepslr: neldl6mD,,ijr,m N mdsd dth XSe 31 with hedWh3idiWMI. Th gppme oflh 100 nleweddmedNsTress. W,64 L-T4 svere,imkut.. and kesay"y 4 P.emsymuS:::srd a80083 rhWtTamrrvel&.4,ADrebssloelmmTDDr,11kepsetsm1pddmssdriaWMIldlisWilR1MSE(Aentd-madtnVerret p!1 1eFlk5seslsnsysmylToaWes d3:7smslleupffbessDall"uyieeeradrmfs".Crer,West 4451St.Lucie Blvd. slmtlse Idut{Ermbdxd aged eyes a rdtiglydl yaf:ts ImduL (heiress Cm;taEsgieeerls lGi GareiAayaeslnu, mTressSysha fayuer dmrSvlAsy. All ropsda!Aleros sum ddmdhRll. (opyrigh102016A•IRoofTrusses-Aalhony1.Tomb ffl,H. Reprododionofthis dommeof, inanybrm,isprobibiredwithout Illewritlenpermission from A-1RoofTresses-AnlhonyT.Tomb 111,R.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254269 WAHSS2 •s C04 Common 3 r Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:31 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-ZZtFoQRctOQZT?QObQxZhAxmy_dLU_XRIvWkv5zlCpA r1-0-q 4-5-12 10-8-0 16-10-3 21-3-8 1-0-0 4- U 6-2-4 6 2-3 4-5- 5 4x6 = Dead Load Defl. = 1/8 in I ro 2 I 6 � 1 �I1 � 1 Io s 1s s 7 7 3x4 = 3x4 = 3x4 = 3x4 3x4 = 6-8-0 14-8-0 21-3-8 6-8-0 8-0-0 6-7-8 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr- YES WB 0.22 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 7-9 >999 240 Weight: 97 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 6 = 850/0-3-8 (min.0-1-8) 2 = 913/0-8-0 (min.0-1-8) Max Horz 2 = 98(LC 9) Max Uplift 6 = -170(LC 13) 2 = -194(LC 12) Max Grav 6 = 850(LC 1) 2 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1570/923, 3-4=-1364/820, 4-5=-1363/822, 5-6=-1568/925 BOT CHORD 2-9=-758/1387, 9-16=-330/850, 8-16=-330/850; 8-17=-330/850, 7-17=-330/850, 6-7=-760/1385 WEBS 3-9=-356/392, 4-9=-244/506, 4-7=-248/503, 5-7=-355/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl.1 GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)1zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0t=6) 6=170, 2=194. LOAD CASE(S) Standard I i&'wdry•Fln:e tsueyttymiafk'A1 IDdFIlisss olij 6939 Ti1flS a(DPdI10K NSIOkj 6t79'jSWDi!fv"SdEri Iwo,ye!Ry dedyi yaeadtrs esd aetedesaldsLms Deeip Da.iy(fN,eg¢11NltdtayT.TcslsD;r.Lldaeae Reel Frth!eess. Ddnsattarise Heelat1eTDD,a`y _ Wokamdtrgde5s4dlkesetfer!hiDDre 4etd,L Aseirtss Desip Fspua{te,dyeciery Eedeesr`;,'4s ad es ayrDO!egreseds ee uupaadtle red:t�i�d[egbuitg rgad111dyh; Ca les:gaelde sa eTnss tegldeltetle iDD nly, eaderlyFl. Rz tespastoy!ues.ledagot5nne,sPodilry Anthony T. Tombo III, P.E. ."'o dfivs Imss`!1.11"165 is lle"spisitilay sibec eel. No onsis.A i:tdaged or lie lollitg Desigar,a Ge aeadd 6, t('!Ss 0t aipsj si 1Aig A sod KI. le qpW dlttTOD .1 We nedtSe Tnss.'a;ltfiy ex9'mg.sn;sgv. iuhgain ad kticg s4diM1`a a!ymcf:!:ryd « 80083 I&r^.I:dxggts!r.^.e�al lta:tm!. Li rc'es selcdarklWeil lie ptalas®lgtildiees d!lehedig(u;aen sde7laSratlin(r6l rsllfsEed 6y Ttl a>1 SdLs er. rtse,ene!!n gestral gtAa!e. 7r41 ktipeia:ugrssdiCnesadCa:+.tsddeT:eSeDtllgeN.T,e!SDlS:�4regh:tl CClrrt!S MAiv!eMef, a:t!e 44St St. Lucie Blvd. ta;ewise ldind lyaredrcd Ireed egtt uwdoy Vdl1.1aloch!ThToss re=IaFyitetr is NOT ft I".; Desigstr,.,Trms sydea Eyaar IIIIwI ft lllrygiMa,—dt=oreaderadairli. Fort Pierce, FL 34946 (opirrighlFj2016A-1Roolliusses-An!hanyLTomhaIII, P.f. Reprodooianotlhisdorameni,inanybrm,isprohiWedwith out the writienpemussionfiomA-I Roof fusses-Anrhonyl.Tomb111,P.E. Job Truss Truss iType city Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CJ1 Jack -Open 18 1 A0254270 Job Reference (optional) -1 e.F 1 ......... rIGII:C, �� r Ud 0, ueestynLd ruuss.uurn Run: o.IZu s Nov -rZ zul a r'nr1C MIZU S NOV IZ ZUl I MI i eK Tnaustnes, Tne. wea Feb 14 14:23:33 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in' (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 ( n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-070 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, h. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 9/Mechanical j 2 = 130/0-8-0 (min.0-1-8) Max Horz 2 = 36(LC 12) Max Uplift 3 = -1(LC 12) 2 = -42(LC 12) Max Grav 3 = 20(LC 3) 2 = 130(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) } and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at , joint(s) 3, 2. i 6'neiq• FltmtkrayMynd!r Ik'Al I00F TWSS'Sg'3CIrn CE18pf T!1l1s g coomm usTCN{CP1T) AIXKCKESNUrfna, ivdp Mtigl puetvJen nd reed ed>.s n I§slips In gadreviyfTCAj e!!h Aednsl. halsg!, l.F, Mereml4tttleareFs:. odes Fttenise filler ndelCg,w!p r/pTFlMFMIr p:e'etsld::»Initlydx TOO Is k Wt A!eTInSOK p1 FlpL!w(u,spindl(flpmep.-nllel By TOOrepesedtnnnpzn,MeF.P.N(isyaasnepiln.ilrltpuFSun!.$,Hdltq Anthony T. Tombo III, P.E. edlstots nssb!apidfrngittk!npn!iNCapdek Osltr,Regn!ltF?r@tiF;edr: tee lFtVug Ouignr,©Mlmm�d(ulp(,t5!S'ndne 6r9talx+,nlrM11M.Tle rypmddtk?OCeil n!IieO uedtl!Tnss.mde6nl s;ge, bsM6inn:Enrkg ssdt5!ts rur:oti9::a,.d 280083 ' khTnUs:pn!WfwcePa. Al ntrs sFlulnRe iQD eaitaprr4uesmlg+iidiF!s lttl!MIGq k¢iueF!SA!Ip ta3mkin f!ptilsled6p RIMSWnerdsevdt� p-1pAnr•_1rr16fins3:ns<enitl/;Fsnd6.^.sef4!TressDeupn,Lns Ces paBpinneoi?nssYm+le^cer,ant 4g51 St. Lucie Blvd. 18Frdse prtierdlpoGdrN aped 1plvhrmiq 1pdipmFS In:TFel TWmss Cas1p[9iner is qOT 4k1 Dag CFsigan,uTa!s Sys!!s Engine dnplul5Fg. 81 rq:Muelkros gnat ddaed lailfi' Fort 1 St. L ci Blvd. Yoppnigbi0201dA-Itoef cusses-Anthanyl.TomboM.M. Reproduction of this dommem,inany form, isprohibitedwith cut the w6neapeimhsionhomA-IReotTrasses-AntlimyLTombaIll, F.F. 0 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254271 WAHSS2 CJ3 Jack -Open 12 1 5e I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:34 2018 Page 1 ID:psB5gYW3NJw8800kSDdXfwzlYYj_8ZORSTV9xoBKT9zGYVGIoZN9CnohOet tIOVQzlCp7 -1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 3-M 3-0-0 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 0.10 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP ! Wind(LL) 0.01 4-7 >999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 76(LC 12) Max Uplift 3 = -44(LC 12) 2 = -42(LC 12) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Iorngs) A, Z. Kerdgfln:etlmtasds,esierik'A1130rfl0sir5('Srlllt"p 6rA'JALTttplSd[OeD010esf0lTDN(s(ri];A(InDiu50REMi h,a O-es tA,frrd7ddipj.t.dm tad ra^d odes.IlislEss Des!gs Le+iy(tt£ytd lLe hdupl.i,afsGi,t.Lldtleue Ueslhhm tse. Odesstfttl+ise ddN tatlel➢D,u!s IaTei<tmmr�:des tadit: tmlfirae igDhhNd As ITm, Desip ho"(i.e,dpmldll hmtse r'�e sednter TOO,,;..dsm.mpw dlh pdeuhtd eeT'ss:itgmsrotoladyh; its Invdae sayeTms hp!ad etde�DDOi rsltl1.e41. 7tx L•fps nsmpitd. hrdxpsndatts, ttddf0(s Anthony T. Tombo III, P.E. H in dnus lrassfer ns1d11.@IstlemspnsiWla, dCxO•neae .,zd,ped rth Was! Desist»•,. tkmtma AN l61It(altleh,d1A.3Aid in1.❑eqp,t(ethe1DDulm M1dd- v 80083 ' Ih ir. fa7Des rae trF hl:Taat.da.ms selal4MIDD tN la prt¢LmsalsnldtesdtleWag he:swed Sdery h'aTrmn761; pdOsbd til l?I esd SlG rterdsrzuW!x peens pAmn lhi h5ns3;,espas!id.is C0631.s tlelns DedperAms Deslsfmp—=l Tmss bzwfuem,,.kss 4451 St. Lucie Blvd. %IV*els0ted 11a(utrtd speed psi h wmq 11 di ptd:es,mda115eTnss Desi�hsiteerls dCl sk lALmp Cesisvtl,«TmsSsfi. hpiteerdasl,0a>3. ul mp`1aed4ras.eas AdAdteTlsl. Fort Pierce, FL 34946 (optTighi02016A-I tact Trusses-AnlhonyI.TomboIII,P.E. keprodudionofthisdomme,d,inanyform,ispro6ibiledwithoalthe wsitleopermission from A-IRoof Trusses -AntbonyT.Tornio III, P.E. Job Truss TrussiType Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CJ3C JaclI-open 2 1 A0254272 Job Reference (optional) A I RVUI I , Ubb—, FUR rMILMI, rU 0 U`tU, UUb19iI(t✓a LL1 U55.Wr11 MUM U. ILU 5 IVUV 14 LU I / mint; U. ILU 5 IVUV lL LU-I If IViI I eK Inuu5ine5, Inc. VVeU 1-e13 l4 l4:LJ:3G LUlt3 rage l ID:psB5gYW3NJw5800kSDdXfwzlYr-svovGpX?D91ap4SkVOZCTej1 Kp8ndCSTyVbfBzlCp3 -1-0-0 2-7-0 3-0-0 , 1-0-0 2-7-0 0-5-0 2x4 = , 2-7-0 2-7-0 , Plate Offsets (X,Y)— (3:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES i GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) . 0.01 6 >999 240 Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 107/Mechanical 2 = 191/0-8-0 (min.0-1-8) 5 = 10/Mechanical Max Horz 2 = 76(LC 12) Max Uplift 4 = -41(LC 12) 2 = -40(LC 12) Max Grav 4 = 107(LC 1) 2 = 191(LC 1) 5 = 20(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard 1 O'mdqrinsetlsnophlprtdera3e'AI IDGr IIDSSIS(SE(t(t'>, 6Er8AEfEUTSB(DI ggD5f [DSiOMj tn],A(ILNLu7..4ra(gi hra TlrM dtdp pQlgdlnC)d nedaellSni51S1in3DlSgsDlaViap(T(9j It2D9Adtnt7.lsataD{,r.(. rduexe4ee1.9'r:eue. Dleas l(NYIal did laltPTDD,ae.f MTO—n,fets All It nedhrt&13D1,te,dtl. AseTins DWI, bViter(1.4S;ady rspnlri,Is sat! I. nyTDDnpreseds sLisgpWu 0It, pobsdud np'eE•.rig,egnulgap;e:bs itipnd IN s4e7ress d#04Istit TDDWye Ida MI. T4dm9poasngpnsn.I.LintndNu, s IM11 Anthony T. Tornbo III, P.E. d ue Isis TnssSrsgThgpuldns 10.1.1fa me llitTnss. wdstu ka9gntryE.iuhlllinud kusg tplita @l respuie::hl x80083 flit.ifap9esieaek(Eahor. dinkss9W.&7D9edsa pmuesm7prildnstdsle tEilay(rctnsm Slery lzsmvin{GV,spNisledyr7l nlnGfntrEL,exEf4s penilIPAWe Trrl dE5nSE:rapm!ld:Aes teddnSl�llnsDEnpl6UFSs Des!pinpacnead tossar,IE^recazss 4451 St. Lucie Blvd. • E'kuviselduE{1pa6stea rpeEd r?ssu+amq 1polpm:ss lEs:;,ei rseTnss D9n Eapiseer(s tgi rudgp Desepsu, srTnes ppsfaa tap®nrdapNgSag. All mpidatdle= ue Is ddaet 1,141. Fort Pierce, FL 34946 (appighQ2UIdA-IRaofTmsses-AnihonyMombo111,0E. Reprodudionefthisdommend, inanyform,ispmhihAedwithalnthewriVenpermissianfiamA-1hisfTrusses- Anthony T.Tomb III, III Job Truss Truss Type i Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254273 WAH$S2 CJ5 Jack -Open 12 1 X- Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120's Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:40 2018 Page 1 ID:ps85gYW3NJw5800kSDdXfwzlYYj-olwfhVYGInY12Oc7dpbgY3pKIdmR567mMpCij3zlCp1 -1-0-0 5-0-0 1-0-0 5-0-0 z 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 4-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a ' n/a. BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 117(LC 12) Max Uplift 3 = -79(LC 12) 2 = -51(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. PLATES GRIP MT20 244/190 Weight: 18 lb FT = 10% 6E!f!nnt!!ln�,IIFDf ftflf!!m•aa uD:nnssf uun1,6TD:utntwsac a;,{RC9S IiItTJM{•SLin•Jx:CNGBvuGtIEII�I",hrCd¢tipp—,dus.1 ittds, NIN im's D!!P Dtl hj Inf", tEQ Ift Ael fl. T.W01, rL ItltllSt "!hil!ft!e.. uAlms Alhmi151k11df4Nl TDD,.,ry wTfaffltlnrFrt!,a�!:�t.tdmr�notratlm!d a!tTl lDtSi)IftlNf(I.! S}tild/G if , lLal0t41TNOSlFltttfit E:tF1141tt813SIItt6YN:fOf:SftISIIIIjI:IQtd E{i tSE PTt!fE i SIl6itTPPBtI(.CdtlTiFl. tSE !Ti!tnfiit liF47tHd W!,AIItII) CdB!t ld ilSTrtSS4!a4(tnlQltg lS nt RlI614SIIIh flid DNir,neOntlf F�M'ItEd �zat ar tie laid!le 0t!iT !,®a5t!u!lttdi!llC,i!!a.tadtle dfdka'Ql'QridEHQIYrI.Ii![fTttillt(lit TDB AnthonyTw.TomboIII, P.E. W.,yld 80083 ' lE/INCttDff�j"'R'tt�CS43C.t!. All.b s,oa!; 6IDD.Afi, ! !!S@ldtfld:ItlfltA!told!.16'. wSIIflfIYR'1 O.NorptDSlN4TdlPudSEUt!:RI'.!-1fefF!fPlfi➢IeiidBll:.TiF1QfDf.ESQ.':ItStE4S.SiImIS[tditQ#d!a'.TITS!Dtli}tPI,T:C53Itl.riSfia!tlLmdlfe:SAGl'ai(1n4!N,R't!S 4451 St. Lucie Blvd. t'atni!lltlitf217oCe'd�tgldtta46writifilrcil ffns ind!ti l5eiless CEsiaE43 tetri!tCTlve Carol Pts:tver,trTns Syrzniafitxr r"mf 2ri19at. alleq:�>i:e;a!treos dduedlandl. Fort Pierce, fL 34946 CoptTillal02016A-ltoof routs-AnthonyLTamboIII, P.E. Reproduction of1hisdotument,inany brm,isptohi5iledwilhoNtljewrinenpennissionfwmA-1Radliusses-AnthonyLTom6oIII, P.E. Job Truss TrusslType Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CJSC Jack -Open 2 1 A0254274 Job Reference (optional) Ai Roof I russes, Fort coerce, FL 34946, oeslgn(Naltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed Feb 14 14.23:42'201§ Page 1 { ID:psB5gYW3NJw5800kSDdXfwzlYYj-Ih2Q6BaWHOp?IhmWkEe8dUudaQU6ZOM2g7hpoyzlCp? -1-0-0 , 2-7-0 5-0-0 1-0-0 2-7-0 2-5-0 1.5x4 II 2x4 — d Dead Load Defl. =1116 in Plate ottsets (X,Y)— [2:Edge,0-0-4), [3:0-3-8,0-1-81 1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.08 6 >726 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.17 6 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.16 6 >367 240 Weight: 20 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. . REACTIONS. (lb/size) 4 = 167/Mechanical 2 = 271/0-8-0 (min. 0-1-8) 5 = 30/Mechanical Max Horz 2 = 117(LC 12) Max Uplift 4 = —86(LC 12) 2 = -47(LC 12) Max Grav 4 = 167(LC 1) 2 = 271(LC 1) 5 = 60(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical [eft exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard 14'edq petsefixteiElrrtslewt3e'Al ioof 1iJSS8rS[l1EPl,6pp:eliRUISiCDA:a11D95fISiDXj E11�'jxlf9Cp'LPiNEMi firm. perrft dtslplrreveltn tN reNeilsal�sleesI Desip lFt ptlkeil.TeaftDl, f.L Muni qWhIor,in. Udcssttlenise sttlel totlelPP,a Weiarremr pleas sidlt: nedttrtk TOM volt As a Trms Duji hpau{I.l,SrenrDr bVuif;„¢tail tonplDD upneds umpism ofIn polassloiditpiunrg uspeslillet6rtio ltsist,tht 00Txss esp:ned Inks Too Ddr, pain W. Ta etspasttmptitrs,letl:IputdlDns,smttllry Anthony T. Tombo lII, P.E. d ondtiis Trrsibenr 16111 Is IT. ngmoilay dlitoner. hones d'atdrpd or no lgtlirp Deslpxr,cbstrhA sins R(,fiKa1At ltsd ia:taguecxlKI.➢sgpmil eltlt TOD oal u. fielenetffitTrt 0.4.6t; W44mrionfiddin oe hasp swlfa r• mpaOUIrd µ80083 ' 141 kti hpDes�px!u1 Rd„tN!.Lxisx1W. Is thTODall nor points alpiedasrM. ptldirj(wixd SrIm 4ahmuitr{tCltpifisbd4r To rd SKA an'-dutialu pwalpent.IN k3xs3tmpmillasuldGss!!!RLns Pnipx,Ims 2ts!pFops,.1 fors 6n4tfcis,a4st- 4451 St. Lucie Blvd. rfittNxesfinlIra[nlrN rpeelarrr6xmup it dl ptn:ss lmehtlTitinuDish bpuxr is 101 b DdAap Dripau, rrTms Spbst bpner ear itilig. All up naa!9i;as rrlmddaeibttll. Port Pierce, Lucie Blvd. (opplighl02016A-Ikea][Trusses-Anlhooyl.TombaIll, P.F. Repadudionefihisdorument,inanyform,isprohibAedwitbutthewrilteapesminionhomA4RDolTiusses-AatAanyT.TambDIll, P.F. Job Truss Truss Type City Ply ASSOCIATED HOMES / SEDONA SKY II A0254275 WAHSS2 CJ7 Corner Jack 2 1 r Job Reference (optional) A-1 rcoor 1 cusses, con rterce, rL J4J4b, aesfgnLa rrruss.t 3 3x4 = 7-0-0 4 1:44 2018 Pagel v7LHRAwrgzlCoz Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 - TC 0.86 Vert(LL) -0.10 4-7 >835 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.24 4-7 .>348 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.19 4-7 >448 240 Weight: 24 lb FT = 10% LUMBER- . TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-2-0 oc purlins. ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 90/Mechanical Max Horz 2 . = 157(LC 12) Max Uplift 3 = -114(LC 12) 2 = -60(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 129(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=1b) 3=114. Gs�dry pleszerturrepflTr»lesrri'FiIOC; fII�SSrSrSEBE['p 6iA:IRf fftHSB(D„111C95 [15TONj 5t79'; f,(k9C7sTECiNEMi 1xa: Teral duye I—Mou ud resTtesesmrisTrns9em DreagjICv;xi thWatt Taib C!, LL lelxeae SimlA new. Mss dlx+ist dad v titTDD,%a 011ths—tinpiaks sSili h M inthe TOD It he cold. AsOns Desips h§Pxx(Lve spbatr bdmA),tassednnyTDD rcinstes n mvparo 11 Of pr�nuxd ofmrlegr•.spxdlimf'r, trs dessaeiaa'OeTxtt dep;44 ratit TOD adi, Mx TAR IIx des �p xsanpnres, 61E nsdAirc:. ssaduai Anthony T. Tombo III, P.E. ad eud6u Trtss`a xp tdlliu is lye respxsidlirydf:a Crn:Lth OxxrsrRMmed ey llxtBe Fdllug OxipnyaOcenxsddti li(,as>A:u1H:leic�ta G.tg nlessd lT 1, le iTirne'e113e iD0 e:dse. aeN ese dhe Trss.iadstiu Rad'liry.sR:eps,ixMdiu xl texiry sedSQe Mt!esprssa:!:hd g80083 4451 St. Lucie Blvd. i Rn Asing Desg^aers[Isxa!A4x'es stsxto ltslDD exdile prcttues sad g.il:Inesdsl: kiidisprenpa dSdery h%!nrmr;iUl; ieNisld Si iA aad 6Uxerdxesed:x gxnt yrJ:duse iF41 k5ras�arcspeasi;i�ties¢9&!ist!1L11653 DRIIjex,1!ISi DeS:pt Ei�aeerpd rteSi A�.taY(1?e:x; tlR:S stixaise lefioltl atav;oa de onvmia R dl aa:es lmvised. lAeTnss DesamE orris hCl4'x En di ees! ax,xTrcsS n" ieierd®�ii9a dll �zedk:os ueas defmNlallFi. i °Dm r Fort Pierce, FL 34946 CoptTighiQ2g16A-1RoafTmssts-AnfhanyT.TomhoIII,P.I. ReprodurtionDffhisdommerd,inanyform,isprohibitedwifhautMtwridenpermissionhomA-IRUDfTtassei-AnlhonyT.Tomb111,P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CJ7C Corner Jack 2 1 A0254276 Job Reference (optional) ! moor i russes, rort rierce, rL 04`J4b, eesignLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:462010 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-d$HwyYdOLdJRmJ3Hz3i4oK3Eb1 pZVnAeklfOwjzlCox -1-0,0 , 2-7-0 4-10-2 7-0-0 01 D 2-7-0 2-3-2 2-1-14 5_ 1.5x4 Q 6.00 12 4 3 s 6. e It 9 8 'WA _ 1.5x4 II 1-11-8 1-11-8 3x4 = Dead Load Defl. = 118 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.12 8 >689 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.25 8 >329 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) 0.22 8 >370 240 Weight: 30 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS ` 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 3/Mechanical 2 = 348/0-8-0 (min. 0-1-8) 7 = 279/Mechanical Max Horz 2 = 157(LC 12) Max Uplift 5 = -22(LC 3) 2 = -55(LC 12) 7 = -87(LC 12) Max Grav 5 = 3(LC 1)' 2 = 348(LC 1) 7 = 279(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-352/248 BOT CHORD 3-7=444/357 WEBS 4-7=-423/526 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 7. LOAD CASE(S) Standard 6'wliry-PlelufllrlgHrrlriexik'Ad IQQF RQi53i SEllfl'16rFfgli rftN58 (QrQ1il@!S f7SiQM{^9t'f9 j A:rrQY;.sQQMENP lam. rriFi Sesip ialaJen ed!mi e!1!s �ollislens Qelp Q,niylrr�r; erd @! Ae@cs7T. L�rSF u; rEMeex! A:41Er:'az ese. Uo-l!s:ltler+is! n!t!a lurie IDQ,cory glrletnreaer Eess4 It!lsedfirae rDDtn heldil. Aseirau Qesi{l Elsir+!!j!.e,5ie!itntF,rae!r;,ulu/InorlDPngresetlslenapm:e!d1i!r�e1et51!Fti ICE E[+:I!{Rspllsl6iliryirf7e l!s:�a!e Res ernss dap!IllleHe iQD ally, oFeaPl-I.Re{!s!p!nslmptilel, lerka�<uNmis, slttQiliy Anthony T. Tombo III! P.E. SAlStlftli3r,i5irttlry{CilallF lSlleRlrNllWlihlt NRQ+IH,RFO+�If!'.".S5'lelLF,RABiI{!{41If11(Qtll{P!'�0i�.'flRi!IIIIX I�, �Jeir1'ulEiL reffA{alcryreaE�are-I.n!ry�!llydt{lroo�!lrnlral:l eroer,.le.�alarye��.:n�ryl.wnnFrllellarnr�3d�Iflu!!!!r:ASf{�ilYlf ' IfSe;iEYQlS.'latG.$.'!!f!.AllWasselowmt{IDNAINIaIasWa Haa!!dQ!{earlr0. tlsif hZ.'raCH'.(W ltQSWrTAWSits, lniYaa.2i// FNBI'l�rAll.rrtl�'If6i'�.lIS 80083 i r { rn l( { 1}g r g4 Y tl 9.!mlS 6a936 a?I!lSl DlIIfIN.I!HSIISi FIjR:RW{rRlS NdI TI R!!(,gRt 44S1 Lucie Blvd. SC. • Fterlisel�llilpeGlirmrge!3lpatax�miq{rdlrlrtiesinlrd!eilierressQeseaEryileerislCii'�{i��gQls'gaer,F!in!s5n'!atryaweWrBliIS!ry.{!Ilm:.s:dx;oserlasdetaea,a7P(I. Fort Pierre, EL 34946 (opyrightCQ2016MRoot losses-AntbnytIomboIII, P.E. Reproduoianoffbisdaeament,inany form, isprohibitedwithout the written pesmissionfrom A-IRoofir¢sses-Anthony i.TomboIII, P.E. Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II A0254277 WAHSS2 D01 G Hip Girder 1 �PIY 1 9C Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34945, design(a)altruss.com Kun: 6.12U s NOV 1Z ZUl / NnnC b.7ZU S NOV lZ ZUl / MI I eK InausTnes, Inc. vvecs reD 14 rage I ID:psB5gYW3NJw5800kSDdXfwzlYYj-21 z3aafvdYhOdmosfCGnPzgruFgFi954RithW2zlCou -1-0-0 3-0-0 8-0-0 11-0-0 12-0-0 1-0-0 3-0-0 5-0-0 3-0-0 1-0-0 3x4 = 3x4 = 3-0-0 8-0-0 11-0-0 3-0-0 5-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 589/0-8-0 (min.0-1-8) 5 = 589/0-8-0 (min.0-1-8) Max Horz 2 = -33(LC 25) Max Uplift 2 = -337(LC 5) 5 = -337(LC 4) Max Grav 2 = 589(LC 1) 5 = 589(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-952/628, 3-15=841/579, 15-16=-841/579, 4-16=-841/579, 4-5=-952/628 BOT CHORD 2-8=-533/828, 8-17=-543/841, 17-18=-543/841, 7-18=-543/841, 5-7=-532/828 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=337, 5=337. 7) Hanger(s) or other'connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 119 lb up at 3-0-0, 38 lb down and 48 lb up at 5-0-12, and 38 lb down and 48 lb up at 5-11-4, and 91 lb down and 119 lb up at 8-0-0 on top chord, and 99 lb down and 103 lb up at 3-0-0, 21 lb down and 42 lb up at 5-0-12, and 21 lb down and 42 lb up at 5-11-4, and 99 lb down and 103 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-26(B) 4=-26(B) 8=-36(B) 7=-36(B) 15=-11(B) 16=-11(B) 17=-16(B) 18=-16(B) Gedq-rlelfltlulrytlprKirel� •ta nCE fl'J631'SERFPI, EEAiltt RUB 8 fOM i11CfiS fISTOkj B4Yi1') lCAAA7r7F06Nflr;' Imz ierdp rtsiys traonAln aad Redeal?s w 15isLms Desien Ds¢viylfDJ Id IEt AR6RpT. if,�:AaAf, LE ttldeaze!!w1 Lf'ere K?. Dsless qF.r;+iu tt¢Id IctlelDD,wFJ RITtkusROrtfree sfdit:ce8nit, TDD toited,t. Ate Tins Dulls hpruR{Lt,Speal%p fedR!fe.yt rules oYIDD reptnels R[1ap"td61trot?SSIRd NyaE!'l1ARSpBKIf111Ipro; 111 tK 34'IEe 6epFTretS d?t:R!t BI11 TDD odp,/dttTPFT.Ttxt!Siy]n11RprI1tl.I1dEpWhaeet, SIDIIII%j cS ne 11+517 hass5r lgteilLly is sie fespnnxlmdLkOastcsle0ruisld�.fidrwlelk lt+I6ry DKitn!,®1Se mhndl5?lK,a?W: uelhe lRd iatxyut?c.4 RL1. Re grmeldlk ID0 v1®rteldKedtie TRst.iadeEigl�:7�. sncge, bshll¢%se adErrtut siili!?tla u!tati!'hd I Ifut,ilag DKg �u[tr ins!. All es!suswliethTDD edsie Irad,us®!t dints Ito?heGq Crist e!SdsryV-ci,,R&, pilisted hp TRW SICA mrdResedfnytmRt yreme IN MusB:Rsitm5am smdbo:s d3?IRK Ddye?.hiss hs'p Gpaerwd foss xtr6evrr. w'es 13frAK IdudlpaGshO epede}ee u wri%q Ipol Iert;K IKdsei %Tiesstulgs Ealim, Is NOT Sie to ray DKiysu, nTRKS)Yam Eeyintr deep 1eJ9sy. UI sglMod4!userem ddad RTrtS. (optsight©2016A-IRoalTrusses-AnlhonyT.TomhoIII, P.I. ReptodustionoUhishajenenf,inonytmm,isprohi6Aedwitheutthiwsineope"issianhomA-)Roof Trusses-6nthanyT.Tomb111,P.f. Anthony T. Tombo III, P.E. 180083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 D02 Hip' 1 1 A0254278 Job Reference (optional) r.wf f suafeca, rust. ntat , rs- rtavo, ucslyn(ga I1ru55.com rtun: u.nzu s NOV 1Z 2u11 runt: 6.1211 s NOV 12 2U1 / MIIeK Industries, Inc. Wed Feb 14 14:23:51-201§i Pagel ID:psB5gYW3NJw5800kSDdXfwzlYYj-_Q5p?Gh999xkt4yEmdl FVOmBJ2VAA3NNu0MnbwzlCos -1-0-0 5-0-0 1 6 0- 11-0-0 1270-0 1 0 0 5 0 0 0-6 5-0-0 3x4 = 5-0-0 3x4 = 3x4 = 3 4 5 1.5x4 II -0-0 3x4 = LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 8-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.07 8-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.08 8-14 >999 240 Weight: 42 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24- 0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=197, 6=197. LOAD CASE(S) REACTIONS. (lb/size) Standard 2 = 500/0-8-0 (min.0-1-8) 6 = 500/0-8-0 (min.0-1-8) Max Harz 2 = -49(LC 10) Max Uplift 2 = -197(LC 9) 6 = -197(LC 8) Max Grav 2 = 500(LC 1) 6 = 500(LC 1) ! FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except' when shown. TOP CHORD 2-3=-624/958, 3-4=-507/940, 4-5=-507/940, 5-6=-624/958 BOT CHORD 2-8=-721/507, 6-8=-721/507 WEBS 4-8=-461/251 NOTES- 1) Unbalanced roof live loads have been considered for ! this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right I exposed; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. icdry rleueticnrgNrte!itwMt'p 11O111' B.1SIS('STnB), 034fill1S 9(6911TIOdS(uslal na')S.(YlC7rtFa MEMi hrc tn-ilr Atsiprarmdmoed reel odxplfis l!etSOefip dfeviyilrG; Hi lEe lttlerLTac2aA'tt.E.Iddene Sl�tMhre ne. llelesr fhenist Cetel rc8elgg,saip N1Tekoscemtr:e!esfhdEt�rudfirtte iOOlaxrtlid. Aseirns Oesgt rtpaftil.e,SK!IeOr bglaar);tle ud ee lay TOO 111TH'tt,-aer.aendlse rwlfffned etg:at!Irp retrrtsllllrr6f lle rtsicia'fle stiRTnss kr'deiame IDD rdr,rela%l.Tke6as!pavnpllmnfd:erfndmxs, t+rsklOy Anthony T. Tombo Ill, P.E. LA rttdlkisIran 4'.11 Miley IsIke «slwUny dN0.!r,lie 0-rsrAvinAI'd Hle, 1f%'j Oesirfer, nria rand dree IX'143(a/nelid km'VUe ad MI. Tke eryn.1Ifle, INN erd Wln, dtit Tian, Wages hadlieg.snnre, 109ft of kr!t6 sblli,1e req.0"drd .80083 ' Ik 1'I'iOtsre!.1Qd•tm!.IIIwassttoil., 1,TODWNpradm.1piL•Intsd11ep11Gq(mKaedSdtrylainfEit�;t01}pHlsFxdhyrilealf6[Amrtfdenedhfpemlp!lime.TFllktresti>rtsrHsa it�est�9a dti?IIISS(ktljeH,T!ESflef'plrOghetrkidTlfeSMdH1/!'8!!t;a'RSS 4451 St. Lucie 8111d. !!!Hulse drTrsdlyaOmmrgead rpt it mtiry ITdl remits lade¢! The inss Ceslkf Fryiteet Il7OTts latng Ces!pH, HTnss fpde9 Eyiaer dab b+il9ry. All squdnedhfos Hea defae6011.1. Fort Pierce, FL 34946 • [opyrigM1l ©tO18 Ad tafl Times-AnthanyT. Tomlin III, P.E. 8eprodudiov ofthis document, in any form, is pmhi6iled withculthe written permission from A -I Rao(Tmnes-AIIrM1anyT. Tamhn III, P.E. I Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254279 WAHSS2 k HJ3 JACK . 2 1 " Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:53 2018 Page 1 ID:psB5gYW3NJw5800kSDdXNa[YYj-woCaQxiPhmBS6O6du2KjaprabsFke_LgLKrufpzlCoq 1-5-0 4-2-3 1-5-0 LOADING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 99/Mechanical' 2 = 259/0-6-14 (min.0-1-8) 4 = 48/Mechanical Max Horz 2 = 89(LC 4) Max Uplift 3 = -60(LC 4) 2 = -174(LC 4) 4 = -38(LC 5) Max Grav 3 = 99(LC 1) 2 = 259(LC 1) 4 = 74(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=174. 2x4 = CSI. DEFL. in (loc), I/deft Ud TC 0.21 Vert(LL) 0.02 4-7 >999 240 BC 0.19 Vert(CT) -0.03 4-7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 15 lb up at 1-4-15, and 68 lb down and 15 lb up at 1-4-15 on iop chord, and 52 lb down and 5 lb up at 1-4-15, and 52 lb down and 5 lb up at 1-4-15 on bottom chord. Theldesign/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Plate Increase=1.25 Uniform Loads (plf){ Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=7(F=4, B=4) I Lumber Increase=1.25 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% , Dude;�flefsetlxrf�lrrnifx!�'R117C`nJSSsS(SEIIEt'16(R:n(fE1t4S8CQEGmDkSf8S1DMj&L1]')J(eIDATfuSMfMi fus�yerlFi dvtl9o;orvelers esd tec7oslss eotks lusS Desp ireviy lifw; er4 Ms ArDu;T.TexlsCl,l.L ldueaf4n!:fkzssf. 0tless r@u+isf sltldecBeTDD,sm!i PiTteerrer1uplt'et AAlh esdfit At lDD1, k ut. As eTrm Desl;t 6p ff02t spa.1(6eefu;,Ra sn!nyran "pews itm; a d IM p lisslnd twenmi m?"Sl ntfw A, INS AIt, sUl'sTress hp'afl it At TDDnh, esluIN. TO lisp n,ropts. lid..;ofnnm paaary Anthony T. Tombo lII, P.E. rJ,Rdflf lRfSCttU;{pll eF lS lit refpentllgdAtanu.tb Dlt]tff[:{'A'Iid i,Y.41i Ih{uli ti Dnl;ttr,0l!a tphddlel IBC,14t iB:pl Ht 6td Ym'4n,(IktfEI MI. Tit gp'el.d As Too 9]I IUAtII Ifl A fit Triss, a Z$(J083 ' Iunay.All msWoe thlDDMIa;oMmo7piitlutsdalWiq"Am Sderylaimtap;tCfpN!sw4TR.1Stu mttlitivil4tpetnlplsi lTl4451St. Lucie Blvd. t3t,•niR l�edliaCessa egesl eptit,Rinq YTdl;mrts indsei l6eTnss CauaEitptis ADi`et8!daiDes:;3u,RT;usSys!fa6inardot 6+a9y. llimaa>ittos uemleFaeihit6!. Fort Pierce, FL 34946 (epytight©2016A-Iioolliusses-AndanyT.Tombo111, P.I. Reprodudiaoalibis document, inany term, isptohibhedOhm the writteapermission ttonsA-IRaotTmsses-AnthanyT.Twin 111,P.L Job Truss Truss Type City Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 HR Diagonal Hip Girder 5 1 A0254280 Job Reference (optional) Ai Ftoot i russes, Fort Fierce, FL 34946, oeslgnLNaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:55'20lg Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-sBKKrdkgDOR9MhF??SNBfEwtfgrF6ogzpeK?kizlCoo 1-5 0 5-1-9 9-10-1 1-5-0 5-1-9 4-8-7 2x4 = ''°%4 3x4 = 5-1-9 9-10-1 LOADING(psf) SPACING- 2' -0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.02 6-7 >999 240 Weight: 42 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 139/Mechanical 2 = 528/0-10-15 (min. 0-1-8) 5 = 365/Mechanical Max Horz 2 = 171(LC 4) Max Uplift 4 = -89(LC 4) 2 = -167(LC 4) 5 = -73(LC 8) Max Grav 4 = 139(LC 1) 2 = 528(LC 1) 5 = 365(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less excepts, when shown. TOP CHORD 2-1 1=-852/149,11-12=-819/158, 3-12=-772/157 BOT CHORD 2-14=-247/772, 14-15=-247/772, 7-15=-247/772, 7-16=-247(772, 6-16=-247/772 WEBS 3-7=0/296, 3-6=-838/268 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf do 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=167. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 15 lb up at 1-4-15, 68 lb down and 15 lb up at 1-4-15, 37 lb down and 45 lb up at 4-2-15, 37 lb down and 45 lb up at 4-2-15, and 67 lb down and 90 lb up at 7-0-14, and 67 lb down and 90 lb up at 7-0-14 on top chord, and 12 lb down and 5 lb up at 1-4-15, 12 lb down and 5 lb up at 1-4-15, 19 lb down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=-85(F=-43, B=-43) 14=7(F=4, B=4) 15=-16(F=-8, B=-8) 16=-71(F=-36, B=-36) Wa!oiry�tlNurtErvyNpre!ierrti'td lggi f17SS8{{"SEOE['16Et921 rf11Rt(Oh iIIh65(7ST7M�t47a'jllrtGg�LnNEli7'INT..tlflf(Eit�gvr[Iega1e311E leL�EN4S NiAS7:E3f ge;igEO,Ti1:ySYr+�u",It3 h<,1rtiE{%7.7Wb3 Ci,r.LtliGt%e gtNtY9MT[54.gBilSe ElfR(/iSe Slaet eE11e7ng,N:J WTelmEemq:FessYtllHEsel4r ttsIDgW7a niit Fserrns ge;ip NylN[tELe,SpEtIeI1t 69ee;r;,Caed ve N77DDNpe:muEuo:pmudl6yc�:c;lavd{y!ete!6g Eeyevnnia(6r@v les�paet lCe s�ere7Nss E.y!neheHeND NIt, wdu7rYl. lee ees!pa nNnpnrs, �{d:yaeNnNf, s.neNtiry Anthony T. Tombo III, P.E. ¢A ne d+4;si;E.t4E{gletliy lsta<Nsgn!ililapdGeOnenlFt p,rutsed�Ersrtvge>f er th ri lti{g Oesigeer,cd{npertetra ler.iai.,atge bt�taYg Me¢llPsl. ite gp{rtidNefggE>t{ytield{se Afle Tnss. tEdrtiEa tal;sg. sKnrbieehlldivv mg enrxg etiliMFee Nsgcauil:hd t80083 tte taftga{s�rx!{ri(Navtm!.L'Nes s4 Nlkrtt7W{ade3t grgiasad pilelmsvlil:tuliig(E¢pa°mSdepefiatlin.,7CipH!sEe3E]RIN11GS ueMetemahc geeeN;yiew", IFH G9Nelrespaf!43EtesslCmi�ps:7!{e: Denper,lisss Uef{sbecnevlrmsCsuhae!eE; Nxss 4451 St. Lucie Blvd. f.!{muldu�Ypa6aEa{grzed v,�vuvrtay 1p dlgM'es lvvcdeei lhe7nu Cts!aEyinerisAGi YNIA��gge;:gm,er7nss Shea EynN,dmpbnl4y. t11 oq�aNtEns {rzas EetadURtt. Eopyright02016A•1toolTrusses-kothonyLTombo111,P.E. Bepmduoionohbisdommenyinaaytorm,ispmhih4edw4houtthe written permission homA-IgaofTrusses-AnthonyLTombo111,P.E. Fort Pierre, FL 34946 Job Truss Truss Type City Ply ASSOCIATED HOMES / SEDONA SKY II A0254281 WAH�S2 =. HJ8 Diagonal Hip Girder 1 1 • Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 3494(i, eesign a(_7al truss.com Kun: u.Izu s NOV lz ZUI i rnnc o. izu s Novi/ zu i r ml l eK mousules, mc. vveu rru 1y 1Y.40-U0 LV 10 rays 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-HmOTTfmYWJgkD9_agbwuHsYLdtstJ7uPVcZfL1 zlCol -1-5-0 6-1-15 11-2-4 1-5-0 6-1-15 5-0-6 0-1 3x4 = i 1.5x4 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.04 576 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.04 6-9 >999 240 Weight: 53 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly'applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 627/0-10-15 (min. 0-1-8) 5 = 848/Mechanical Max Horz 2 = 189(LC 4) Max Uplift 2 =-191(LC 4) 5 =-267(LC 8) Max Grav 2 = 627(LC 1) 5 = 848(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-1042/206, 10-11=-1012/211, 3-11=-955/208, 4-5=-281/190 BOT CHORD 2-14=-303/954, 14-15=-303/954, 6-15=-303/954, 6-16=-303/954, 16-17=-303/954,5-17=-303/954 .WEBS 3-6=0/354, 3-5=-1008/320 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust). Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom .chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)I2=191, 5=267. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 15 lb up at 1-4-15, 68 lb down and 15 lb up at 1-4-15, 37 lb down and 45 lb up at 4-2-15, 37 lb down and 45 lb up at 4-2-15, 67 lb down and 90 lb up at 7-0-14, 67 lb down and 90 lb up at 7-0-14, and 106 lb down and 128 lb dp at 9-10-13, and 106 lb down and 128 lb up at 940-13 on top chord, and 12 lb down and 5 lb up at I1-4-15, 12 lb down and 5 lb up at 14-15, 19 lb down at 4-2-15, 19 lb down at ,4-2-15, 39 lb down at 7-0-14, 39 lb down at 7-0-14, and 78 lb down at 9-10-13, and 78 lb down at 9-10-13 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are Inoted as front (F) or back (B). LOAD CASE(S) Standard 1 1) Dead + Roof Livej (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 5-7=-20 Concentrated Loads (lb) Vert: 12=-85(F=43, B=-43)13=-212(F=-106, B=-106) 14=7(F=4, B=4) 15=-16(F=-8, B=-8) 16=-71(F=-36, B=-36) 17=-130(F=-65, B=-65) i Yasat •P:aot+'✓ap111t tti:!� @t'!= IBof TICSSESi stl((d;Cttftst iEWS t tos0iftt4S(FACN^tNll" dtRd�YitoSk;SP hm'rrstFrks!+ayriaeta: td stud uhs se t&is Ims (u:idt kerigst'iD01cdA:?t�ry i.I1a112tL ideseese S3xt telnl ne. t'de;i k'sr..ist C. ed ta3tTcA tale thTetsc>aCu llstessh,'Ikredhs+n.iGnk!a t! dsat s!`eun to eerpr„Stese�r Eaysxf, Re sedu¢ptr)!ar'escstaaext(hutd Pt Pitessice ts7 e!sgsespave.lrhr sdssilsdt satle?stst d•.i41edn3eT JtdyrtftlllFl, f! desits asva} sm, 4aiv} nt, se_+^k'm Anthony T. Tombo 111, P.E. ednedi9sTmshs a7t::gislhn,yeo>:`;�rydtet ow'wow"StAmidq'd.'N"gNv;wlh8l;ldselltk 11CA119adnthab'13attlt01111-1. Tit Mm!d9Ll"Dof.I h1tw0ru Tms;wbf)ivsluf. suug1j cMlea ad k;m; s4sint P1 mkM4,110 480083 ' dt tcdtm9@esidex odteehata.dU�'m ststdas4tir_�s`tyneus 1.dla.!.txrttbt;':€q(astatmSd+tf hlncfizaTtSo talksAedlrittced5ltd en sCxustl3l{ca�i gaiiaxt. lhlds'nss@esz;padd:tt ad l+Uesdhe S.rss ihs�ar,rnu.enptayseu adims N7eslstMev,wfess 4451 St. Lucie Blvd. tRes.l;e tdiatdty ttuhXl a;rzH eyan si'agtp t yalin indlei: Ttt inns Ptsipfg:az<!;isSBT rte Ididny pxsy!a.e TmsS}s4m Gthsr, d 1nkAiq../7 nlihGtd L,met n defier! itTtN. � Fort Pierce, FL 34446 (opyrighie..,2016A-1Roof Trusses -Anthany1.TomhcIII, P.E. hitiodurtion cithk docuottoll in coy form, is prohibited wilhou'l the wiffien peimissioc from AT Roof Trusses - Anthony T, Towilto 111, PI Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY 11 WAHSS2 HJ8C Diagonal Hip Girder 1 1 A0254282 Job Reference (optional) A7 Roof Trusses, tort Fierce, tL 34941i, design(aJaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:0012019 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-D87DuLoo2w4SSS8zoOyMMHeiMhVmn 1 dizwzmPvzlCoj 2-1-8 , 3-6-5 7-2-9 11-2-4 . 2-1-8 1-4-14 ' 3-8-3 3-11-11 2x4 7-2-9 0 A A I Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.11 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.24 9 >520 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.14 9 >895 240 Weight: 51 lb FT = 10% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 584/0-10-15 (min. 0-1-8) 5 = 946/Mechanical Max Horz 1 = 153(LC 4) Max Uplift 1 = -125(LC 4) 5 = -400(LC 4) Max Grav 1 = 584(LC 1) 5 = 946(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/468 BOT CHORD 2-6=-540/1471,6-12=-540/1471, 5-12=-540/1471 WEBS 3-6=-79/448, 3-5=-1581/581 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=125, 5=400. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 14 lb up at 1-4-15, 58 lb down and 14 lb up at 1-4-15, 69 lb down and 56 lb up at 4-2-15, 69 lb down and 56 lb up at 4-2-15, 97 lb down and 102 lb up at 7-0-14, 97 lb down and 102 lb up at 7-0-14, and 47 lb up at 9-10-13, and 47 lb up at 9-10-13 on top chord, and 17 lb down and 0 lb up at 1-4-15, 17 lb down and 0 lb up at 1-4-15, at 4-2-15, at 4-2-15, 16 lb down at 7-0-14, 16 lb down at 7-0-14, and 253 lb down and 113 lb up at 9-10-13, and 253 lb down and 113 lb up at 9-10-13 on bottom.chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-81, 4-8=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-165(F=-82, B=-82) 6=-4(F=-2, B=-2) 7=-2(F=-1, B=1) 8=-54(F=-27, B=-27) 11 =68(F=34, B=34)12=-506(F=-253, B=-253) We:slq'rlessehnghlTre,WWII 100rUSSEirSulul 6911A1f1NSdfOp i00u NSIOMj 6Ln]'f?S(NCBitfD'uNEXi'W.Terd(drsi;e (uomel?n eai resloslss ee Id,I sNslp D-1yIng,.1 IM Mori. tdnas Maelhretit OdessctteniaslodafleUDAc OJi!katrsmrlldessldlte esei4ttk lODlakrdlL 4sairrssDalit Espree{(e,S,�titO(6dulr„1!!s!elntglDD arreseds earmpmatitle trd?sslesd egaatlts agnslllllry'o:flelesicitOOt smpeTass d?dld!I tetle IDD odr, ereerlrFl.TxdesT, ssaaputs.ItdzlovOna?, s+0¢iiD"7 Anthony T. TofrItTomb70 III, P.E. cdeseAMS fasshttq 161bi,islie res(wrte,t saildlet0la0-saAssa±daellerIl11,11lg 0esi(r.Tr,plxsphd tf tie lt(, drl:f ee(Ne btd t�aY o(t rzi RE Tit gja,,llO On,d.?Ieldnedoer"Is.udt6glccfuq,smrq!, iutolls-61'.1m Mll t;sre?raiSd:gd t ' aet ltD Desire: td Qtam:. 7Jlals ulwtame lDD tdtlt r,�hesadlrildu!s das kOdly (oarasn Sderyk ;ntfiet(6W,°.pNisidit Rl tdSl[Aw!rcte�xW;!, gtnl �idm,e. iPFl a9a;h!ns(!mt5 aes ttd !so!h?TinsDNper,l:ess0er:(S Fetixwmdrass psrtftae!er,akss 44$1 St. 0083 Blvd. sf!nise(?Ihsdlro69rm tpedt(tthwriOq lydl(m:niet?,ei lYeTass Cast�a Egiseer i(N01 k�x 6A!(a7Dea3aer,trTaesSps?!n F2rhasda(lnl9q. All upM.41ras tans ddmd IMI-1. 44For1SPletCe,R Blvd. (optTieh1m2016A-IRoolTrusses-AnlhoayT,TomhoIII, P.1. Reproduction oft6isdoimoent,inany farm, ispiobihiledwithemthe writleopermission homA-IRoolTrosses-AnthonyT.Tomb III, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY 11 A0254283 WAHS,$2.k J3 JACK —OPEN 4 1 -ar. Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120is Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:02 2018 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-9XFzJOp3ZXKAhmIMvR?gRij8RUJbF2a?QEXtUozlCoh -1-0-0 3-0-0 - 1-0-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 76(LC 12) Max Uplift 3 = -44(LC 12) 2 = -57(LC 9) 4 = -28(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% I T,wdq•11eeseflsrn11,11Eee'tw1he'0 100P nDnrs rsTilu' milli HNSA TD ACIS(DSlukrIR!I*UIK.KNWiNiti Ism Yet flip po®eless id m1leteswlNslens Desks Dse,ti>9it[v"; erdlhletyuTT.4slt Il Mldersia SlesIM.1nt. adess diet. iddd EA,TDD,.j PJTektnrefirp:¢hs sSelt:+oseehee1219g Ia 6e etiiL As¢i EDestp teCrxer{I.e.S;ciellp legeor;,M vd n ny IDaregrends n naplaus7Is. grsisnue gtorsg resgsnllllrtt;or[be eesirid Re s#,Tossiglad sn A, IDa adp;Eder irrl. ite tes'ga nsmgeises. brd:¢g<aCinws, stttoNiap Anthony T. Tornbo III, P.E. cd tied its Toss fereErE101eg istit respeiliry dke O-E,dt Dwtds MAShcd 10 V Ne Mill Desigrer, a FamUd AT fif It, 6t3.vdth 6Edlm'Grg Ede oI MI. le 4Fned d lh TOD edn. Add to dtl?Test luttllem and li'm sisii, 6 nepms.1-tpd a80083 ' 11. W.goHipt! Ed kCtow. AN ales setw fit TqD Ed In prduseed pts-011s etddeg etapaed Sdttt la rn?tln;tiSf pdt.sw4 nS and Stu .1rda?iEd`nPxnlP.I.L Trrl khostmfml.;Aes.10ies n'yaTinsPenpm,Tless hip oo—ml Toss amierres,nkst 4451 St. Lucie Blvd. e3srtise ld"udlp¢Tndrnd needmue ft vsttlag 1pol pn:es imehed. TSeinss Cesix fillmr is NOT tlsloilsg DesgaegnTms Syria Blinn dmpStilAag. I„I rgd:ed'e•©s tnm dkel MPH. Fort Pierce, FL 34946 Capyrighi02016A-I Roof Trusses- AnlRonyT.Iamb 111,P.I. Reprod¢diaaofthis domment,i¢anyforae,isprohibitedwithoulthe writteopermission homA-]RwfTmsses-Amhanyl.TemhoIII, U Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 R Jack -Open 24 1 A0254284 Job Reference (optional) m i koor a russes, ron: merce, t-L s4u to, oeslgnLaitruss.com Kun: t7.1ZU s NOV 1Z ZU1 i runt: 8.120 s Nov 12 201 I Mf Fek Industries, Inc. Wed Feb 14 W..24:05201 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-a6x6x2rxsSilYEOxbzYX3LLUViDxSPJR6 57zICoe -1-0-0 7-0-0 1_0.0 7-0-0 i Dead Load Defl. = 1/8 in 3x4 = 7-0-0 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.86 Vert(LL) -0.10 4-7 >835 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.19 4-7 >448 240 Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 183/Mechanical 2 = 342/0-8-0 (min.0.1-8) 4 = 90/Mechanical Max Horz 2 = 157(LC 12) Max Uplift 3 = -114(LC 12) 2 = -60(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 129(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at --lb) 3=114. LOAD CASE(S) Standard 16udy nenrnureyMpmisxlt'A 1100f IIIiSEd{'SEtltl'f 6.y3At TIN A (O1C010gf i0di0kR@t7'j A(LMDBiE'vuNEgd' krc rerApdedp paemden sd F.Was n his Less )esxa 7reviylltw ed IN densapl. TextOi, ri.Idneae sitelt .1 Kt. Odas tIt rise leader 11 lOD,w!y VJTRcarefirdarn sl IlN ad far tkIDD to krOIL As rims Dnip Front(e,5readry[aSJeelrl.fl!x!dnnplDD npreseds eeuse{aro srlle prdaslud ey:ee!ayr!ynsllllDp'sr ne lK!ratJne saFeTnss by d!l ernelDD alp,eaterre'41.rNt!s!p,Kvuplucs.Nd�sya!dnns,smesinry Anthony T. Tombo lli, P.E. ,,A nednir tussfer orW1141 is et uspuitildldet 0-r,he0-?sv6-deprdoiele ltnfiy hsilw, mlk mha d fa IK,6?M rednt[.is naft.1MI. is yTnsu edit IDD and en hall ne dne Tnss,16irg/alirpmule,in.11din and krtn dill N turespatilS:gd R80083 ' INK ;Des;gnlend Em a%AJlragsatDel4lhIDDedeNpeedsts.mlgkImsdnskildy(Ntro l5delpla'ernsNe(lnf�p4lsdastpl7ledsIIIAutd!saadfelpeeulpdmamRPAhas!is,,f s:lemes31Min tit IKsDe0sar,IrKsDesptaowrasfussNw1w.m.er,akss 445t$t. Lucie Blvd. e4eMulsrudlpe0fiae eyedepee6ri1Dy 1polperKlndsei iheTnss CeslaEyieeir is l0i'Sld:faDCe;peer,uTuss Sps§ataTets dflrleddiry lJl ¢p::a!dk:as uses ldmedtTPFd. Fort 1 t. L ci Blvd. (o a bf02016A-IRoefTmsses-Anihoa T.Tombo111,P.E. Re roduttionIr this document, in an lorm,is rohihitedwithoutthewritted ermissionhossA-IRooffrusses-AnInIn LTombo111,P.E. P>* D Y P { Y P P Y Job Truss Truss Type QtY ASSOCIATED HOMES / SEDONA SKY II, WAHSS2 RA Jack -Open I 6 �PIY 1 A0254285 se_ I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:07 2018 Page 1 ID:ZDxH WLIAKN VUKb_LNN Vs7NyDNvu-W V2sMktBO4ySoXAJi_a?BmQgoVu3wJpkaWEd9?zlCoc 6-10-0 6-10-0 R 3x4 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) -0.09 3-6 >875 360 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 3-6 >366 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI, Matrix -MP Wind(LL) 0.18 3-6 >456 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 271/0-6-0 (min. 0-1-8) 2 = 182/Mechanical 3 = 89/Mechanical Max Horz 1 = 138(LC 12) Max Uplift 1 = -33(LC 12) 2 = -114(LC 12) Max Grav 1 = 271(LC 1) 2 = 182(LC 1) 3 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=1b) 2=1114. ' I I LOAD CASE(S) Standard I II Dead Load Defl. = 1 /8 in PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% 9'udy PleueBuegHprs!Ierre'dd OF HIM rSrteEA'j6 IX[ TM d( illcn(UsTOft"'IR'fAUNE'22aErgum. Te7fphslge poevden nA!e:�oil?s oetb.L!ssOesin Otnip{R:7v/fhdrnhapT. icaleAi,LL edeeze SlMEsz!e ese. Adea otlerris!ststd eEtl!IDp,w'p AA1Tekt.,01tpiF'ts011h.affiv Ito TDDW ttedtt As class DKIP Eggttsr El.e.srauAp kdoev"li! sldre ay RD patdsaom,�¢ ofItt ptdnliltd tq'a!lleg t!!p11s1Anpta;rudK.pel Its s!eye Tnssdeptdel rode TDO wipe WON. d!spt sssenpnn. ki.gw6ew, s!udilrr Anthony T. Tombo I11, P.E. ruse d!tis Imss4ttgldldiq it lle rzqusilllnrd&An!t.ReOrai std'.sd±td tralrtk ldllitg D,,ijv,.. mtsddl'n IK,l Lc adge 4td hd:i3gndt ai%l. a80083 'MUleegges!,rx!erQ@Im.&!. All otsWoe 4Ise MDesllaprWasmirldnm.fthldllig(trtiamSdtryh;n[Vn7(SI;ptHitW4yThr4SKAn!rdstwItfreunlplsi TPFIetSu:dtrzspta;pusesadan!sdd!Tin:wsl;.er.T�tssat:�tapcnaNnssamttee�!t,tess 4451St. Lucie Blvd. t'ltMse lsfiet2 Apt Odrm egeedepee®cdAghp dl ptrtxsfmdtei TeeTnss Ctsi Egireeris NOT Ax ra.lag Otslraa,rtinssspstz Fqu!erdopb-iIBq. All tia!dk:es rremddte11a1P1I. Fort Pierce, FL 34946 (opyrighl1)2016A-IRwlTmsses-AnthonyT.Tomho111,P.E. ReprodudionDIjbisdomment,idonyfum,ispsobibhedwithculthe written permissioa,homA-IRoolTlosses-AnthonyT.Tembo111,P.L Job Truss Truss Type City Ply ASSOCIATED HOMES / SEDONA SKY II A0254286 WAHSS2 J8 Jack -Open 8 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 Mi 1'ek Industries, Inc. Wed Feb 14 14:24:09'201§, Page 1 ID:ps85gYW3NJw5800kSDdXMaIYr-StAdnQvSwhCA1 rKigPdTDBWFEJcgOCP11 gjI(EuzlCoa -1-0-0 6 4-6-2 8-0 0 1-0=0 4 2 3 5 14 Dead Load Defl. = 1/8 in 6 a j 4x4 = 3x4 = LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.12 6-9 >795 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 . 6-9 >384 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.04 6-9 >999 240 Weight: 33 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 70/Mechanical 2 = 37910-8-0 (min.0-1-8) 6 = 247/Mechanical Max Horz 2 = 178(LC 12) Max Uplift 4 = -58(LC 12) 2 = -65(LC 12) 6 = -63(LC 12) Max Grav 4 = 70(LC 1) 2 = 379(LC 1) 6 = 247(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less,, except when shown. TOP CHORD 2-3=-329/141 BOT CHORD 2-6=-347/282 WEBS 3-6=-333/411 NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gu,'st) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber, DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100-Ib uplift at joint(s) 4, 2, 6. LOAD CASE(S) Standard Bwuq-rkv:efluvgyrrelivsttr'411aG itaSSBiiffla�Hi:IStflydid(PF(111Cai(IAORj L9f]';:r[aa�:�afri'hmr. ierAs trap iuvndrn ndreelvdsul7sUns0e:�fia�iytR�wl av Avfluri.ltsbv a;rEM!rzaekeei is`.e2ne. Odess dlwiu ddd vcBeTlD,w':p Wiviu¢e9rlvas siitNrsdtut&i]Iluk!diL{svrnssDmpFvgiee{.e.5xndt(Gaee:;.3radna,TIDargresats vetmra;ednv rnl:sslud vq nq nqusiiaaf irlM ltsksdlk s:apeTnst iq!e!I veneIDVadr,NuPFt i&( pnnnpnes.brt:quvtinns,smdury Anthony T. Tombo llI, P.E. cduedti Tlms4r.11Anisthuqxstm!dlxOtheruarldwIKWgyn4drleTOaa80083 ner.11e0.ssiiet'.si!Nszalclietalinyaesi¢sr,uiu�ultle6u�ls'fa7rvrvrssliTl.ealurtdinvd6vTnstudrtigkf: sti;qe,iuhadivvnlirvrn,sidiNure!rani?ilvl ' as kiYarflssr!uJ(rvm:. La3ssd wratkelDDv>r ra lrmiusmrrnldner vfmtNwq o¢rwnitdrry lrnmmn{ttSl; pNislaitT s7l ail StfAnenksesWkt purl pienr Irrl k3ceilernpu3;l�ner uidasdl:i:ns lbdpa,irns ks�Fem!n®lTnssMamiMrer, nxss 4451 St. Lucie Blvd. pkrniu Idivdlro(edrN vpe[dgvvu miiq {r dl lar:vs ime;!e!. TSeTnss reslp Egivees a ACi tk rmdnr Cr;lgarr, aTnss Sys'ea Egiv:n daT'mTLq. la rat�a!dtrmn vnm IdaellvlrH. Fort Pierce, Fl 34946 (apTTiibt 0 20ld A-1 iocilrasses-AnihonyL Tombo 116 P.1. 'Repiadudion of s6is doraneal, in any loan, is prahibhed witAcul The writlea permission from A -I Roof frasses-AnthonrT. iombo lll, F.F. 1 Job Truss Truss Type Oty Ply iASSOCIATED HOMES / SEDONA SKY II WAHS,S2 J8C Jack -Open 3 1 A0254287 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120!s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7i ek Industries, Inc. Wed Feb 14 14:24:11 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-OGINC5% iS[SuG9U4xgfxlcbaa6J6s5FKU8Crimz]CoY 1-0-0 , 2-7-0 5 7-5 8-0-0 1-0-0 2-7-0 3-0-5 2 4 11 I9 3x4 = 1.5x4 11 i , 1-11 8 2-7 Q 8-0-0 1-11-8 7- 5-5-0 Plate Offsets (X Y)— 13:0-1-5 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.15 8 >616 360 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.31 8 >300 180 . BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) 0.28 8 >343 240 LUMBER - TOP CHORD 2x4 SP M 30 3) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 'chord live load nonconcu ent with any other live WEBS 2x4 SP No.3 loads. i TOP CHORD 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-O 0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 6-0-0 oc bracing. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at cross bracing be installed during truss erection, in joint(s) 5, 2 except Qt=lb) 7=108. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 5 = -8/Mechanical Standard 2 = 388/0-8-0 (min. 0-1-8) 7 = 329/Mechanical Max Horz 2 = 178(LC 12) Max Uplift 5 = -29(LC 3) 2 = -60(LC 12) 7 =-108(LC 12) Max Grav 2 = 388(LC 1) 7 = 329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-369/232 BOT CHORD 3-7=-445/362 WEBS 4-7=-449/553 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a Dead Load Defl. = 3116 in PLATES GRIP MT20 244/190 Weight: 33 lb FT = 10% ee:dq � netatl[mpyrmaxt�•at we[ n3sR; v[ta'1 tadlalrss a Wi[kouemtj['xs sed;he>elhr P.xl)D lapediL sstTas: eeirp 6ilrra{I.e,spe:letli 63u±i[p 5±stdnetiiDll rlp[tst[t[a[[1Q�19Jd[e[rRl?[nMd[C['iF•.:hQ I�SrHHtIICIS:n[I�i'C[AMf1'p[T([[[[?ra±eulk lCD o[It,rsdnirN.7Mi:tnsaopl[n.6MsjmMixs, sY,tAlfj Anthony T. Tombo lII, P.E. ,2iW H dts1-5f.1 lehi is 11—jet±dita-'. relisvf*td[;5nhe[aNil.".tx[[dtddtiv 1K,d?it' algt 6td Ufsl Mt ad MO. iltgpr!d At iD ulu.['if" me ims. u![ntglaltis} strge, i[fi t ted klmA931.. neaps- ,d 180083 ' ttli'trtpaet tom[ ,e. a..Is±eweentEDder Irdasolpado±3Wks k1tal WrAw Seel himm[[{[arpeo:veatmouna[[:m±me7Mion'pdmr_1llh9n;5:n[pai6LnesnlYs[S±T,nsMditn.L[sUe4pFegnn3ru:stleU[C�iu,m'ts[ 4451 St. Lucie Blvd. [![±teiu ldit[21po(tv.'[d[ret9eQe[Satinep ipolpM:ait+[hei rteiass Ce[±mE[pi[ee,6dCi ke ldilapde[iiew,rtTasssps5a[ya±erdapiedL>3. Ul cep�ied5ra5 rem delael altL Fort Pierce, FL 34946 (opinrighi®2016A-1ioofT[asses-AnihonyT.Tembo ill, P.F. Repiododionofibis document, inteyfum,ispeohihitedwithout The writteopermit sioobon A-IReDibasses-AothonyLlurch Ill, P.l. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VO4 Valley 2 1 A0254288 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.co T Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 1424:13 2018j Page 1 ID:psB5gYW3NJw5800kSDdX%dYYj-LeQ8dnyy wjcWSdT3EhP01g2Ow4wK11cyRhyNf7JCoW 2-0-0 4-0-0 2-0-0 2-0-0 Y Q 6 6.00 12 2 3x4 = 2x4 -5:i 2x4 1. v =0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-P Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) i 1 = 110/3-11-0 (min. 0-1-8) 3 = 110/3-1,1-0 (min.0-1-8) Max Horz 1 = -11(LC 8) Max Uplift 1 = -22(LC 12) 3 = -22(LC 13) Max Grav 1 = 11 O(LC 1) 3 = 11 O(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7A0; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right I exposed ; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5)' This truss has been designed for a live load of 20.Opsf on the,botfom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord.and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard i�me��fimtt3t!oegily[ttltyk'£'AdlCDTTIpSSES{tgy(tpl, r{RTUt Tc7.tsit:DwDiP9XS(0'iiUst;'!p!5t'dCP79t[DSV:41'L'0. (t£t}g Eti!C1 kYR9Nif3 Clftgilelt£kikitTl#t76£il;4l%£'sitg({DDiCagTtwT.T£mtm„r:.l�ereer.3ltttgdeuete. Lr'e!so'k£�itt s£Ce6tsfttlD, nlg fildaewthles all gtt5htternsILIIsgkjdir.o;l..'(�L�rITOMfIt.SgtfY!£F0�9!IX1:.as I'd mjTDtiirtws sarmt=('lbs Y�ttilte3il2T'1!t£T.]resilst RIMIE!r!ipd!I!9;14LlsS dtgiCilAq�tivOit(r,[Rit7Rsl.ruinigt e3£iIIr`.'mS, lmrq wftsu. Sf1d1: 1g Antony T. Tor((bo 111, P.E. '£td est[<jtdsTr+isl£1 ¢yr Ag[is'rliymS�l i(ft}IklDite:,r£f ptift[SttAtl3td tgttlil'�tdridsg(Rs',r>~<�rte(rt'r6f(lif l(T,8t6(aarfitlntIli'IIrG)iCG4 CYgTN I. Th typrotrl o!{ti put eCj litldueEl ETteis,lttiGig9st((i!g. �slCfe i;3';E4NCgS!Uii(s1tII7: P3(t£y9!itllsfF T80083 etreartye j}vmd,ethaw.ul�nirte aRtit7t�3tg!tcntadgsL.essaFtt�frd(oxpmdit<t(d c2n(CSDpk lli NaNi!(Atns xnng! gsetg�Ft 1?t(9 rs!ttitnspusMtl"£tmlMtsdhtT£tss a7,'tashvgtregt�r.ITmsllutlMat,ess 4451 St. Lucie Blvd. trier.€xdtk!dWt[aGtltg£edtpsb i4nxg kgttpxlies iinEtl.Tet3nst Ottip Ert-'sm.tr4Diat 14igug posy£tce�tmss,s£tvrt;:acdur4,(C,tg. s uryli,dfra; trtnd!fRti itTff(. Fort Pierce, FL 34946 (opyrigbt3'2016A-1toolTrusses-ArtboayLJcmbeIII,P.L Beprsdu:tioodfbisde£umen4(onnyfn£m,ispioNb(tedwi(boutshewrtlenpe£missionfromA•Ifoo]Lusses•Anlbnay1.TombolIt,P1. Job Truss Truss Type City Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 V08 Valley 2 1 A0254289 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:15 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-H1 Xu1TzDWXzKlmnsAfktTSIK8keloxovPIA3RXzlCoU 4-0-0 — 8-0-0 4-0-0 4-0-0 I 3x4 = 6.00 12 2x4 i 2 2x4 3 Y .o 0 Plate Offsets (X Y)— (2:0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) , 1 = 270f7-11-0 (min. 0-1-8) 3 = 2700-11-0 (min.0-1-8) Max Horz 1 = 28(LC 11) Max Uplift 1 = -54(LC 12) 3 = -54(LC 13) Max Grav 1 = 270(LC 1) 3 = 270(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/271, 2-3=-262/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWF.RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with,any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill .fit between the uuuuut cnusu at su of ty uu scr uscns 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard nxq•Fn.e[saalsty rpnr tte'i!rcTTIUSSB;'S8!T>r?(4t11YS t:C8D.7i5MS(CiiCtl(tU!ii jA;.[s7iY[M-NI'Aro.ren',hoppilms a!tn!UlderwShOlk, ne meets mists eda L415D,}th Aff'kane.lides steliie gedhr.10iskvel Asairess gennaapoen{it.,3per.A7felasl Re Sid n my Minnmvian tztpnuoE!terrdnssrx�tay�!nigtespnua_hhr de!!si!}daesi}lleTins lepiftinSela nh,"INTIl.thtlesflr n:aa(aas,lwragav'aut: te!dary Anthony T. Tombo lIi, P.E. arl nedfds lnsslan ass ta:ag=.stannnmsiiSasdtit D+}ttbrt}Dxe imiautl gtantera'mlfas;�x,hMt tt^mdAtllT,de ltt sadtl!lnal ndi:!r!n'tnittN. Tba gtrtnl900'Wni.1[Al ned in Tms; h6iia;%Whir.swgt,lca"-x'in Zito,; s(dl!! At a!9nsiril'c d '80083 ' rich!!alt4signt+lretha;6t.Ulafnstl}da3elr9td@zFrteineslr«ee':ctssdi4itz(r3(orin:eiSfdtl¢fassnT.VjpiEdd17i1WS!(Aoe!dxnn!!ultx�dlrJus. f!411r'as}5estsyusSiLttml/taesd3:innCec es, innCesi!!6peetrmdTmss4UaelsG>et,saltn 4451 St. Lucie Blvd. ITeteaii(ld9tllrt(nttal4ftetl tTFaTF sli{T R1rCrliti ani!tl.rltTt}ni btsi}a 6µ�t!a in 45i he lFiidiq atsgm.t:imsSTslesE,inndtt!wilray_7tsraalatl laasv4enl!bed iFtrel. Fort. Pierce, FL 34946 (opyrigbr;a2016A-1lout Trussts•Anthony 1. Tanabe 111,P.E 9epsedu:tbaatthis dotument,inany imm,ispmbibitedwithout The wsptnpenmissioafrom 6lloot liasses•Whinny T.Tambo111,P.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 V11A Valley 1 1 A0254290 Job Reference Inntinnnil Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:1701 .Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-DQfeS9?T18D2_4xE14mLYtrf3XPxFgzCt3fSW' QzICoS 5-5 4 10-10-8 5-5-4 5-5-4 4x4 = Ico T 6 3x4 ' 3x4 1.5x4 11 10-10-8 10-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES j WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 38 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1 = 194/10-10-8 (min. 0-1-8) 3 = 194/10-10-8 (min.0-1-8) 4 = 460/10-10-8 (min.0-1-8) Max Horz 1 = 44(LC 9) Max Uplift 1 = -55(LC 12) 3 = -63(LC 13) 4 = -60(LC 12) Max Grav 1 = 196(LC 23) 3 = 196(LC 24) 4 = 460(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or.less except when shown. WEBS 2-4=-304/286 NOTES- 1) Unbalanced roof live loads have been considered for, this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2). zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10:0 psf bottom chord live.load nonconcurrent with any other live. loads,' 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. LOAD CASE(S) Standard Ynral•(tpottzlfey31y ns1t>rHt'A3I7ftl03S&{'Sftt7'1:E:hifll iTWSti0e0T16NStl�iiCld;'lUfii':t%t7dLEg5N.,fSI'ka. rmfrits:{a`fwaNus eflttil mtttxtkis tfns 6ent{Ufsieili0pjeaib:k!;roarT.T{aMIG,Pi.Idxnr. S2tt11elNt ess. 'U.'t'I4!#3rilk flPSawi6tTTP,nh WihwQutav rlNts ttuthcedhrrktg hkYCit isa lle�s ptd¢�tayaeer(,• Srel ryfe;atN;,:Ae ltEfbGy 14'�IfTTitSi®Y.ftthlL•0.ttRr'dtll.ftl�fBJAeII.Fy+(l1TWi�k'�htE41Y G.i�Dt109 [u?ItTiptf d!�tilEte (6tT Btit,t{Ef(ITFt, tlt d:Sf9F ptCIIj`�1; 2Y ;ffi5tE1; R3&t!YI( Anthony T. Tombo Iti, P.E. etineAl£is TrtssiNay ttagiit4refpfalttdp{C�sN,fi{girtsditkNndqtetrAtE:`dgtxs;,i{htttttrflNt ltCB{g(scddt IN{ItttlfAg:w't asRLl.Tl:aprin{IIG;r;gn:attitUreAderms;ul`sd�gAaflnl.. stu �e 4,.c<'P.ie sdkeNag dfg{tAt:t/puAil'rd 80083 KI. M '(At�rrllT r45iQ1f0dr{tttonif.sga)fiS 4fI1Q0Alli'r�d'RyttCgl{UdtttE..(93.6!tEf tf.'EsTtam>ateNSdtt(Idttarae{6;31)pil teedb;flccd S!(l of ruxteles.'a. dueMEeJexf.Tfs5enpvmdiLfsflldAusal S: Tlsss ga;`.¢:t1�TfitlttlljLT6gRlff ildflYSf �lti(6CYN, WtISf Zt eitir4l. 4451 $t. Lucie Blvd. i teptight02016A-1goal Itosses- Anthony LTamheIII, P.E, Aeplodat n tioaalthis detume'•m,inanyform,isplahibitedwithoutThewt seapetmissmattemA-Itoalbusies-AnthaeyLlambeIII,P.E. For, Pierce, FL 34946 i Job Truss Truss Type i Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254291 WAHS.S2 ,. V11 B Valley 1 1 ' Job Reference (optional) Al moor I cusses, Port coerce, Pr- -.4u4b, oesignLa-nruss.com 1-0-12 , 5-5-4 1-0-12 5-54 6.00 F12 3x3 I 2; , yam' fl - 8 1.5x4 11 Run: 8.120's Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:19 2018 Page 1 ID:ZDxHWLIAKNVUKb_LNNVs7NyDNvu-9onPtgOjZmTiEN5dPVopdiw_SL5djkHVKN8GaJzICoQ 10-10-8 11-11-4 , 4x4 = 3 7 1.5x4 11 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.44 BC 0.26 WB 0.03 Matrix-R DEFL. in (loc) I/deft Vert(LL) 0.02 5 n/r Vert(CT) 0.02 5 n/r Horz(CT) 0.00 6 n/a Ud 90 80 n/a LUMBER - TOP CHORD 2x4 SP No.2 4) 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 loads. OTHERS 2x4 SP No.3 5) This truss has been designed for a live load of BRACTOP 20.Opsf on the bottom chord in all areas where a CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and anti other members. Struts, except end verticals. 6) Provide mechanical connection (by others) of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s) except (jt=1b) 8=143, 6=147. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. LOAD CASE(S) Standard REACTIONS. (lb/size) 8 = 373/10-10-8 (min. 0-1-8) 6 = 373/10-10-8 (min. 0-1-8) 7 = 246/10-10-8 (min. 0-1-8) Max Horz 8 = -75(LC 10) Max Uplift 8 = -143(LC 12) 6 = -147(LC 13) Max Grav 8 = 373(LC 1) 6 = 373(LC 1) 7 = 246(LC 1) FORCES. (lb) Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-328/449, 2-3=-269/368, 3-4=-269/370,4-6=-328/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp B; Encl., GCpi=0,18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever,left and right exposed ; end vertical left exposed;C-C for members` and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 3x3 11 6 1.5x4 11 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 10% ttera� �Piro;t Ernt}slTrtf`F.+tSt'A; It3PTltl:SF,"SL' C1i i,�,9ELlb iEWS E ERdO>n$91 f4�iiGii;"N!EP"; KRii9dtEDb(�4I' fr•a iad;'dtslpgxfwe;ns sn! rta!lstet tnHitLtss [rotgt 6t�iePi;DPleti ^.a 1t'eartT i.Trmif I6,PLIde[etc: r1Et11eLee ta. Puss 6:'0n.ist seF:fd� tia iCD.al? kidtf£cat(xt Pitles sGfa PefsedMt4;.G:nlessii. As al ass es:a Cn33eter(e 3Pt[1''.rrn3ia!NS Ikl St&fStFfttl t£ ti�i4'1XftiidOlE XN'?j!lileii46lif2i+Y.N.611tS k5:'�h}e4'e�il�il3t S1i1�t IiC;3 �tPWt4M�iia t<It, ttrN lPb�, rY d61gk 6iiiPu 5. h4 5f:a466i.!k ill[ Anthony T. Tombo ll:, P.E. sMesewliis 7nss Ms¢y lti! s�n:pasa;`Tfdnt C.ats,fis 0attisuL`tutl fytattr9>t'ba:Aa3[¢ii}+x,hnf stcfrtf`tSt ilCtltlt.adGa lualeri3talsle aefiP61.M>Ptroraldat.&tcd arhdbsetitkt irfss; ue+drtl sar3lab¢;t.x;.c"f;'te a�b:eu>3 sldl etwiesptsnil^l o'. 4 80083 toe EeUnlWsigaer ai isthmair. Stlaafes stl tAa!kr'3tpaCaes eti gs^.Es!+:a�E?8n tavasnaSdstf hifrxrai[6;ii)pzsztl4r;Fl tciSkA an;eternttiir. sttutissifvtte.iP4t9axflerasyaav2+h;tsmf MitsdSttitnsa£:cats: bass its+p rtgaev a6`nss 4ltteit¢rv,mttss 4451 St. Lucie Blvd. ei-i;e lthati kylcrthad tp d gre i.£ 01 a l win i .atci Tsi Liu POP tfvetf isS6T lit Whirl rl Normy T,assSpin Nlgrd." W16tr.1 t3P lit; d rts;<s acts On! it In 1. Fart Pierce, FL 34946 ,(opytightV 2016A-1RoofTrusses ArihanyLhrobeIII, P,t, Rep+ duniondibisdnsumenr,Iscryfast,isprohibitedve ho]INIeWritten Permission lrernA-1 Roof Trusses Adopt T.Toesb III, P.E Job Truss Truss Type Oty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 V12 Valley 1 1 A0254292 Job Reference (optional) Ai Roof Trusses, Fort Pierce, FL 34946, deslgnLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:21'201 . Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-6Bv91W2z5NjTThF?XwrHij?Lt8mkBdzoohi5 fBzlCoO 6-0-0 12-0-0 1 6-0-0 6-0-0 44 = 2 d 9 io 0 �x't i 3X4 1.5x4 II USE 0 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - • n/a 999 MT20 244/199 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 196/11-11-0 (min.0-1-8) 3 = 196/11-11-0 (min. 0-1-8) 4 = 468/11-11-0 (min.0-1-8) Max Horz 1 = 44(LC 9) Max Uplift 1 = -56(LC 12) 3 = -63(LC 13) 4 = -61(LC 12) Max Grav 1 = 198(LC 23) 3 = 198(LC 24) 4 = 468(LC 1) FORCES. (lb) i Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-310/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C. Extefior(2) zone; cantilever left and right exposed; end vertical left exposedC-C for members and. forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 1D.0 psf bottom chord live load nonconcurrent with: any other live.loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. LOAD CASE(S) Standard eaaP•P:mitlams}tfp!t9ktrP.t'A iClrTpgiSEf[ir€iSt^.. eiA0.lC TEf4Sid WDTi �MS!D7C6.;"tURi j.tCa7NLED'cU47'fera.Leff!ksoapxaaektseal seal adss azfkis i+ass 6tsgs 6e.ieP DDJalss:tt^i.tamAe lD,ri.Ire;ew:Sidtlthrease. L'cHs o'i��ist rahSeoduTDD, al" WlTttt2taas'dt rldta SSe�tg4kdt<11i iLahte9dii iFBI.-Desv Lafhear{le ira,,aI.,bj ae,. tsid.M TnDnNtm ®rsapn aft Fnhssks b hsip d2a Rqh T."0!pL'd."T:D R[r, Rig RK ra! ltailt tanfiF5t01. Win saaMm."*",'* l! Anthony T. Tombo IIi, P.E. Bal Bsez°EAis irass hruzF Se.4F D,sx:,stag•na'sadia nlaraNrSaEij`rkq C4Ivpf,hha sd:icdBt lN,&e6{te+1&a [oil >BtsfiultedBaaltPld. TBaaFNvsald•aaTPA ad afhelfntOf4tTnss; ivsto3 p4aadiaf. slnqs;.r...zEixeaf t:epF sS:Bg i!bansrasw8'rd 180083 Wtllaj D�1}Ber nl.tetra.1R. lllwhs idadn53iE:�dtpiCkes itlg�&sesd'bra'ag Lanrasad Sahhhfissmka(TLSDFaatsaf Yr rfl isfSklmsdsenslU! dttrtate.Tr}IlsSBas titsts�.tsdD;"smflaies Bl'aaimsDas:ias,:+ass Dn�TaraNaeca aiTnsslfaBaistre, fas 4451 i Lucie Blvd. aRtr eridmrli, arad,a:l Bpai ape!it r,'1p c:ptBlies sanf al. iaF T,fisi Dts 9a EvysztrrsAh'rat tdllaq Ptsiptt.ts iBss Splea feiescalBaL hsdfiBg. B'upnBlS.y lwasetisleDBee4T,P}1. i Fort Pierce, FL 34946 Copyright V2g16A-1Roof Tresses -ArlhaoyT.Tombe111,p.E. Rapaadu0ionalihisdamment,inenyform, isprohibited w:thoulthe written pesmissioefrom A-IRoof busses - Anthony LTamhalll,P.I. • I Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II WAHSS2 V16 Valley 1 �PIY 1 A0254293 4: , Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:23 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-2a0wjC3Ed zBj?OOeLtlo85jWyUgfXE5F?6Uj4zlcoM 3-2-13 8-0-0 12-9-3 16-0-0 r 3-2-13 4-9-3 49 3 3-2-13 9 9 Y 19 0 4x4 = 3x4 8 , 7 6 3x4 1.5x4 11 1,5x4 11 1.5x4 11 v •o 0 LOADING (psf) SPACING- 2-0-0 CSI. .DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18' Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S I Weight: 56 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 15-11-0. (lb) - Max Horz 1=-60(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 7 except 8=-150(LC 12), 6=-150(LC 13) Max Grav All reactions 250 lb or Jess at joint(s) 1, 5 except.7=352(LC 1), 8=367(LC 23), 6=367(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-287/336, 4-6=-287/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord- live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-070 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 8=150, 6=150. LOAD CASE(S) Standard '1. Ywoap rNau tie,sx31H mu.Ct'1'169rII0SS8[Sfl(tl'1.E:ailtl l[tY5t(GapRF7YS(€SSCY(rU+��RUtpRtlp5S4Srhta Twd,.ltuPpse+etas ed rerd odesw6is 4ru pes�ge �eru2 pplold;fir.rra}sIL,[i.lcreneffedk4n ace. Ue"I dSnvits srdten IH RD' al. Auld—dorlldnde7ltt;ethrntMuhsdit As a forts trip l urlia.Srrd:?y tutor.,Iteudu Car Mor.tsenmwtryhatelk P.-Owirdtoptra; espswdyinMdesypdxs§Ildstshiodatt166tdy,We111l.lkksrysn;a>xes;bs 3v ees,sa�+,!n[ AnthonyT. Tornbo 111, P.E. ednedn,s lass ltt¢r kinilb rujPWzyd11t(htxi, fit otters sendia[gmutrWapWpr"rah, WiddNt 111,11114 t!oelasloa'ittt:th WIM, 1%"pod 0. row Of hointO lle(ns$,u"144Wool, stu•,t,cti4etiwas knb3&so h as mtnsbily d '80083 ' lut'46,16npnas6drrm.ipe¢nnitdaNeT[:iwdth[ncutsaliz:t:axddtk'f:3("twoSoot Idde¢:n¢RQpiSWlhiHnlSKA."em,tltr.pendPitart. 4451St. LudeBlvd. dltrv3sedetixlht(n4aNtpetl peeneid'agFy t3palus 6wl!d. [ei Tess Wdp fq—. is a5i fit 1411nr Nip,01irns splea 1"tr slat h36y. tH tytlaliud tttas trot ltfiaiit ilFl. Fort Pierce, FL 34946 (opyrighl02016A-1Roof Tresses -k3booyT.TombeIII, P,E. Reptado:fiooatthisdemmeot.inanyform,isprohibitedwilboutlbewrineopmmissiaolramA•I1041 husses-MtbaoyI.Tambo111,P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VH2O Valley 1 1- A0254294 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:26 201t2 Page 1 ' ID:psB5gYW3NJw5800kSDdXfwzlYYj-S8i2LE66wvLmaS7zJTQSPmjCr9UJsunXxzL8KPzlCoJ 3-2-13 , 8-6-8 11-5-8 16-9-3 20-0-0 3-2-13 5-3-11 2-11_0 5-3-11 3-2-13 4x4 = 4x4 = 3x4 11 10 9 8 7 3x4 r 1.5x4 11 1.5x4 11 3x4 = 1.5x4 11 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix- Weight: 74 lb FT = 10% LUMBER - TOP CHORD 2x4 SF No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. All bearings 19-11-0. (lb) - Max Horz 1=-65(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1, 10, 8 except 11=-163(LC 12), 7=-163(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 11=412(LC 1), 7=412(LC 1), 10=321(LC 23), 8=321(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) of less except when shown. WEBS 2-11=-315/375, 5-7=-315/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8a MWFRS. for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 101Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, )0, 8 except at --lb) 11=163, 7=163. LOAD CASE(S) Standard ifaa.>r}-P'ht+»art+Fi'p tttkti da'i; Ig9F1tCSSESrp»�.7'l.. �t1Al IFtNilF0eb016tS (CSiCY'!q?f1�1(G7tIUDbVF17'fae. Pnk:�!sneWs Waeaiet45 asIbis?rniOesyaC•nuy(igl7W5t �5m!T.Lab O.Pi.rE<a;eae Saeahtaene. IiessaYrist sMelm@e7Ctl,nl! NsThsmetea pldnsE1111ndtx-In,lots h+dt as Ohms CeupeFgaeer;Ix.,Sitrii'ryEssn}ReuslncgtoupmrsmW;hmdds Vemmes tv)nvetignsµesraa:hh, daksits dix iblit Fitts 1-!1-14" Nu1j,ndxlFFL In inip gnthony T. Tombo III, P.E. axdnedtdtlnsslss¢Frtrt�7 isle ntpwsrsa!dLt C�saa, tit gseeismlesid galuhx6sdgGier,htit metgdAs ll(,dt6(attlx lad Mifmd stha>d(P61.T)sq!maldibgn{r!hdia+dde rnss, uQo33::.p6a0up star,+; kssaw ¢dLaigsidl se ms sespasi6dgtt 80083 ' cut llu!Cssipx WGdso-ui.lCMts idMatssP'CaadtlepnUuesWrvh':asi tiharnttsp(as7Astl SaMj LLfar¢eaa'(i,9Jps?9edir iNWStU aetdaeaM'asrta,dpidaat. RVlddens&sttpusa,L'ss aaddusdlis Lets Ceuctt,?rtu Crop 6!uett WTrnsNeseh4ra,mins 4451 St. Lucie Blvd. almtdHdeFswdN+txhalaperi qw it.ntgk!+'I paint h?d�d.ileLiu DesspEyats, lti LtlaUit!Doss!xr,atnssf!sfegtessedmka7Gq. Ll uiihliW bras ar++s dduelu1FC1. For Pierce, FL 34946 (eppigh19tg1AA-1Roolirasses-An?honyGtemholll;P.L tepmdunionofthis domnata,toGnylmm,ispmbibiledwithout lhew,i?Ieopesmissionfrom A-IRod Imsses- Anthony LiamboIII, U , Job Truss Truss Type I Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254295 WAHS52 'r: VM2 Valley 3 1 Q. Job Reference (optional) Al !<ooT I russes, ron rlerce, rL awaao, UeslgnLa I UU55.GUfi1 v 0 0 RUI1: a. 1ZU, INUV IL GV 1 f 1-1111L. V. IGV b INUV I cv I, Ivll Icn 111—bulob, II IV. vrcu rou 1-r I-r.—.cu <u Iu r I D:psB5gYW3NJw5800kSDdXA& zlYYj-PXgpmv7MSXbUpmHLRuTwUBocizDeKpOgPHqFPh 1-9-8 1 -4A 2x4 I 6.00 12 2 3 LOADING (psf) SPACING- 2-0-0 CS]. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 1 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 1 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P a Weight: 5 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 46/1-9-0 (min.0-1-8) 2 = 35/1-9-0 (min.0-1-8) 3 = 12/1-9-0 (min. 0-1-8) Max Horz 1 = 24(LC 12) Max Uplift 1 = -6(LC 12) 2 = -24(LC 12) Max Grav 1 = 46(LC 1) 2 = 35(LC.1) 3 = 23(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building deSinnor ghnnirl varifv ranarity of hearinn qurfara 6) Provide mechanical connection (by others) of truss to bearing plate capable of;withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard f 1 I YOaaj-ritalt rmisj* rltl?f a1 'i i WIN TIMIS fla aNE:?n!t TElYi! ECtiD!fFJrf EDSiDY('UP.Ei'.Era71PlEDbV.'51' le'0. fNdf.t!rp fa•/3e'ff7 hlfC! URS N P.IiTAI! Drija RfsitTj;EIDltd�e lEJ4�lj T.Iaslt Li' rL liit(tl(! Sattt!lrtlf efl. '".`3-`t516`klYit4 f1ttE e8 R41'"rD. ¢ff AOTdrom^ar{ieeestf'1N•:elfata;IUhhsstiilselmlCeus Eyaeniis.SpeegEnysteritlelnl eeaq 6�Jltre:essmeceptuet!rSt rThsszu'tya!eri�ralw khr 3rlssijrdris W,trTras iyihla3eTED¢(r,nlet lljl, f4leslja tsttslC;ml;'wfaEac:ui, u.Mu±n. Anthony T. Tombo Iti, P.E. ¢le:tdniflmshrar h€lxj ilfe rtg¢k t7df" C�nn,tee Timis ohlad r{lu¢tklzi�aj o.p.q<iafet l6NlRd ne R(As U sdr6t fad hemjled of Ill.]. Th>ljnttldkll Dae!¢l6ell ntA&eTms:hdexg haflur sfnr,t,¢sciieaa o<-dbnaj lhllieae rtspesudajd � 80083 ' Iitr.Dfu{Pltijeer drd5a:la. lDawl¢IMn9a7C-:rl'trt perm ulgctso-'heklsj rtsr>eNSdtt{Idna:¢m(i:SA�+7!lhtlhli alSltl¢a MvrurlkleedlriitItN 9?a±s9ert;rNeietL450I1�1451I`3!L•EfeiESl¢6, intS hflT]ElliuU 6!?tltilltle)LQY.tt, PJllei hies :,tlt!odNs(esha:t elun�= k rr ainlllet. 4451 St. Lucie Blvd. iltfnuDxp ezerb4hi5trdk' Dn' cr,eims$sleaEr'.ctlerhate t1 reryilrmcrisldvelutni. 3•�. a! � '� > w+ I Fort Pierce, FL 34946 (appig4t+v2U16A-jReolfrotses Aal6aarL1em6oIll, P.E ieprsdaoiaaatibis delnmsat,inany falm,isprahibiredwiftouli6satitteapermissiaa(raasAIloafLassel-AaMaayT.TambaIII,P.t. Job Truss Truss'Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VM4 Valley 3 1 A0254296 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.eom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:3N201Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYr-LwxZBb9dz8sC23RkYJVOactvOnuRo)W7sb. t-TAzlCoF 3 2x4 i�- 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.251 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES, WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required i cross bracing be installed during truss erection, in; accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 129/3-11-8 (min.0-1-8) 3 = 129/3-11-8 (min.0-1-8) Max Horz 1 = 66(LC 12) Max Uplift 1 = -17(LC 12) 3 = -50(LC 12) Max Grav 1 = 129(LC 1) 3 = 129(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. Mep�r-Plan tiac ylltrnftr tla't; ICgittPSSfSrSElfi'}&'tiU[IEiNitrgr0.'<YYS:831LM(lprEl ilUt7•iifgbSt?5T'ra Pndr tti';3p3't9Y.Ui attndWtsaNslass Delp t/Uj OCIp��tF 31T.Ti.'MLri.PLI uttC J1etiStle/en!LGt;14Jtla'ikk'4�lI�iNT:O, 111J M,ittsamdx pld?s shlH sedrafl:lr;hksdr, Ls,elrns gecp aeerpa Sptf wEag�niM1e sed war Milresrtsmustrtw dth pahssias tapater asrava':hMt>dasip d at shift' Ms 11kodoo W:Sair'"Jer 114i, 2tesiys nsat:•p as tadega +ts,sc! i[Ar Anthony T. Tombo III, P.E.. +clued ro+rtasshrrsrr?.i-git�n raury d rk c,�s:,t,+Ds+n't+nttr:errear2r6 ' gk;.r„..v, ie rur+Ctrt srttt ii4 gl lE(�t4z tail riillitp:[it mlltld. R: gpea+d dh!Ti}al effiell e;ed kk iris,hE�zt+SnUhp, shirt. e:z:ttetdbtutr slsp S. P! ksptsiki6ya'. 180083 4451 St. Lucie 81Vd. E e+laifui GeGpu o![tahattr. tlitaln setMOTtT"xld&e pnetu ul ge'r-ustibra.Er[Ctspaeu rdetf Mua�.a(L`S¢paStseNlriH e�SttAaerEvnce!'erardivim tnilstmstiese;pnseihkWfmsd6e r:nth gs,7nss NupSt6ne<t oditat pudtfwu,aless +6+ts'thfixnrt[uha9+peNgakn ytry pawsimdrd.titnnsDWrh[eteuisOflitbihurDefper.e!iiauSrsleaf�iaadurbiiGq.Laiihlutrltrasaendeh+di+7M11. Z.(opysig6f;u1g16A-IRneliwstes-drt6onylJsmEeill,P.E peprsdatriunoSl6isllsmmsrlt,ioanyimm,ispso6ihirtdwilteulldewtiileupesmissiacGomA-ipoallmstes•AatEnayi.toshuOl,P.E Fort Pierce, Fl. 34946 Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II A0254297 WAHS§.2 "r: VM6 Valley 1 �PIY 1 (K . Job Reference (optional) Ai poor i russes, rorr rterce, rt -gtmu, aesignLa trmss.com v to 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017IfP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 20915-11-8 (min.0-1-8) 3 = 209/5-11-8 (min.0-1-8) Max Horz 1 = 107(LC 12) Max Uplift 1 = -27(LC 12) 3 = -81(LC 12) Max Grav 1 = 209(LC 1) 3 = 209(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/256 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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. Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:32 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-HI3JcHAtV16vINa7gkXsfl y83aWRGd?PJvoSY2ziGoD 6-0-0 6-0-0 1.5x4 11 2 3 2x4 1.5x4 11 CSI. DEFL. in (loc) I/defl TC 0.64 Vert(LL) n/a - n/a BC 0.34 Vert(CT) n/a - n/a WB 0.00 Horc(CT) 0.00 n/a Matrix-P i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard I L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 21 lb FT = 10% Ynesy-Pitnsf;ti,iervi?OAi 147; IDDFIU:SFS{$Q!Ei'}.SEM(dsl latf$(rDNDTiDtl$(LirDY{{D!rl`drrd0irlED5Sl1T rma rndyt±;=aysazWasa!rn!nits 1stltsrmsDecide4i.hr{,DDie^d=atdf'173j1.T1aM IlrP..If.`tifttei1fd111o1r5!. Wtiti.'&.44 veldt I1D.111* YFfts efer iidn sisli1ere1kt 15:1D3hks it ds alUss De4ip rq to{ir.${e(: 7Eei°mvyfitsrc!uts!(v'+stT'ts�sarlt{teau e3 dtFdnsux,'n}'7!et�j rzstxssx hht d?ksipdas sirsle ;srsdtrihtte;<tT 7ulr,rvla rr4l. Rx desils essasy'tas,!rvict s. er; tz!:I:LIs Anthony T. Toslsbo 111, P.E. eednt'lyds bass fit teyixko; is ttm/sac:--laldlhNni,fi,Nattntftsidi$tsirittisdeg DOM—h6t widdi6f lit 6 dcd'lt lttdYl?fed Udt a>ilrhi. Tit or'noddtta led eel lieu wo its iriss,sn`e+ad ztdlhr. stwit, slsx�Cheadkeml dell iem;esralshiktd �; 80083 'fft1101.111t0srted(toodo.111a�nselidnSeraDsdt`urndestedyr..s:assdlbir¢'fn(estuset$dtlMersCa(T;Silri'-9edM,`:rltsiSUcestrxiactd's'its�dreitgt.RNli!+rslitn;eNsi:iLneddwtsai5:r:essD+ultra,4xsDtnilrlpeteadinuWtsft4ser,mins 4451St. Lucie BNd. iResei.t de!ixdirr[Uhxl spsel epwhnr= (y iS ygiiU ge+i!ti.In Lev Dtsip(eis;s: is SST lit Milder Dtsiptr.e: I'mstilt. rqi ndeiyl,Dt;y. BUINN.-d @;t+f trersd¢fietd itliFt Fort Pierce, FL 34946 �(opyriDb102016A-1Root Tiosses.Anhory1.TombeIII, P.E.Ilepsaduttionofibis desnmeat,inany form, ispichibitedwithal thwrnenpeimiisiaafrom Ad loaf losses -AnihaeyT.Tamba111,P.E Job Truss Truss !Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VM8 Valley 1 1 A0254298 Job Reference (optional) : ,, r Hi Koor I russes, rort merce, r-L 64u4b, aesign(mai truss.com Kun: 8.12U s Nov 12 2U1 t Print: 13.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14'14'.24:W 20,E Page 1 j ID:psB5gYW3NJw5800kSDdXfwzlYYj-DhB41 zC71 NMdXhkVn9ZKkS2arOEWkVTinDHZcxzlCoB 3-2-13 7-10-8 3-2-13 4-7-11 1.5x4 11 j 3 2x4 5 1.5x4 II 4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DX 1.25 i TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES I WB 0.13 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 30 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS. (lb/size) 1 = 33/7-10-0 (min. 0-1-8) 4 = 151/7-10-0 (min.0-1-8) 5 = 384/7-10-0 (min.0-1-8) Max Horz 1 = 145(LC 12) Max Uplift 4 = -58(LC 12) 5 = -149(LC 12) Max Grav 1 = 60(LC 12) 4 = 151(LC 1) 5 = 384(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown; TOP CHORD 1-2=-303/127 WEBS 2-5=-288/437 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust), Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C'for members and forces'& MWFRS for reactions shown; Lumber D01-=1.66 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=149. .LOAD CASE(S) Standard i I ZtNen.•g-Froset§nts}3N snka t*a'td lfs9FT10tSE4j'S1itr;,&'EiUt TEesdS {4CMUTtiYJt83rCY "IUTEI"1tKe7iiFD-.t'F1l'tra. ierdy lts!ppa'rAtius W rn! sdes e>k;srtns 6esyt [+tsig(fDmmrfie en!kzmr T. Tm1tR,P:. idween S1edSelnt en. �`tssa'set.isf ss'e6 eetle T9, aly Ihlattamf2t ilsNs sp lit asedfana lN'hltvdi,(. dsaltns Peew rnjueer t spr yGl n}Re sedurarl gnsnm"smesgtnedi+pdns!tctitall,!er�nsµaoi`:h6r t5e Grip d!se si>3la iras igiauttapelv9tdt, ttdtr lr4l. lklesgvnus aas. ag;w!„Mtts, sr u":+¢ Anthony T. Tombo ifT, RE, u6nedF.is Tnsslsrcq 6n. 3 rx nspCaii �t!dAt Ovm,dsOxtai sndkn:nrtrenu,Et4'' agk:.Vr,ia fit netr: dof llGdr Kra6t hnikdr;!dt 01RI.I. TM gpatd dEtirg ndetlfitlrutf!Ae rms;mWN nihi.*W, siie.aatof I," skdlk nt rtsr Wj. d :80083 tit tarvrlistiperai (eepo-�si. AOt4u sdMn3eTC.veeMarracus tar ..Ee3nsttNat 'trs (ox!?•setSdrt}Mttzssa(itiif 55tat11riFEtMStrB attdxews!!v 5tn:dgeireu. r3111s!rns9tsesM1d!L'ssml i4m d7t Ims'-!;W.' 1'. mvp [ymu.1 inx A dgd..'.eas 4451 St, Lucie Blvd. dimisidt!nd eys(tthritpsti gaakari':i�k 0Rffts Wend; Minx ptsip Ertats:I,�ili fit rdleq Oesiptr.a: iI"; s;stea lg slayifallg. 11 t"okaitarm tn's dt wit TFR Fort Pierce, St, L d Blvd. fopytighi 2d16A1RootTrusses•AetbonyiJomboIII,P.E Repredarionofthisdemment.inanyform,ispsehibiledwilboutthewtitleapetesissionfromA-IRoolbosses-AnthonyT.Tube91,P.E, 4!R NUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, 'C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ►; 0 i, ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 9anqtlsosa ef3P�1 rteiii�h112Jf@FES@9{iHtfi"yb[?I?@iit.@itS@@GtClGxSi'@S@StI�Y„+q�'jA{tFJY'![6R�!3s h%t; tui'rd~.:�taceixf ml tei tt�n'�:k:ftPsye@;;.oz1G �o1€;•1•sn,E. ts�aa fl;t.E�@de+:tte`�sdLAce rfl, O!';it N'iezn..t:Udaafil@@, o(@ 1GitiaafnTp)lak{stzlEe Eft3a 0f lRstaltao-l. Ask,eff Gfti}"@ 'lie.rtEY�l, @n ririJ+j lltt202,i:Qit,e3tai ra tt:f{bseatLi rA?flSm(tl9iL�9gie1�]Sflj::.fla mf� laE Sf&pi @IaSf N(51a161 1<.vi,., �97i1. E�e1tL1GiSSiZ,fsli@sfLO@(fdStn4fli:0E'Wi AR:itony T:..TDi:1!30 (1[j P.E. Tsars±ale{ins to s.tNSgaRaref u,dMO ap.IM Oaf?f ezEsfaff gatttd LalLajD+sr,a,ti lu uc aal me,Fe JCia@tM w wto, aft NJ, IHI Ste qi ,ro a@trainttlR,Gdxl gmma;fsa a91=4 a6YtkP:e.1{11m1611ye 80083 ' C,aR+a€a;FvF:7xfaxd.Pr..rk.l:enaselaa.ttkiCbaadilepapasaa@#b4uA]ak.'Jutt.o@msxSdttktpxhae'J€S!',!b'ntttEj111al�L"JaaeM.paetsa4aE�eol.,nPtaaatT..lk`ca}taeseu:rAanesadam{sdani<s�Uciper,iarss@essQlFs=amzdtrafsAmla:aer,w'su 4451 St Lucie Blvd. -a!Sezue tduet F!a!aP"slayee€gotmni gtiBpP..eaensnd. Tix lgsn 9ecieigaescA3l tkt.nr7 Gff�p�v;alrnS7s^ufnpatnda.Ua!dag t+iaik i.lkrissci is idna€41E{!. Fdit fierce,. FL 34946, [opTdp61 Rr 2016 bd Reof Losses •Antloey 1. forte 1 .P:f: Reptnd90ioa altL s @oueaal, in aoyicia is ptoiiliizd wi!ac9tle rt rtza pamsssiae f€cm Ad ioo!Lasses • Act6eor T, i6m6atil. Pi: FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTLO�, ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE (SEE SECTION A -A) 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH TRUSS! SES @ r 24' D.C. (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. A-1 ROOF TRUSSES r. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 j 772409-1010 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG! DESIGNER OR THE PROJECT ENGINEER/ARCHITE TO DESIGN THE CEILING DIAPHRAGM ANDJITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). ol PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \ BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE(TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE! METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. NAILING SCHEDULE: - FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED G' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (131'X3') NAILS SPACED G' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS CEILING SHEATHING SCAB ALONG VERTICAL MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. I STANDARD GABLE / TRUSS / UKAL TRUSS :TI In AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. I � JULV 17, 2017 I STANDARDCONNECTION DETAIL TRUSS I STDTL04 �j THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7i05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. - NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 i II, PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES ADDITIONAL PIGGYBACK TRUSS INFORMATION. SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. 1 olvu ofGnTmsixext�is asesft�:3idEtOnr�a Cwnsicr�x tl yzirttl fa tnibii Is r�- mH (mhah- tkuzs tOM 41k ICitHlsal iRnFtH p�khxid4eS�:c F'IArN G!inC h s Cx7: ip7dugovk n6m, 77 &3sraes u dnd IFa lrvss ttsrp4gaev'sA � (opyi`ry57e'0201dAliodLesses AotkacpLtoa6olilP.E, ieNadidaaortF.is 19 II q%riulMxc a'k Tmaddngk 5s;s9rytasa sd MxsAilsl rsW.-par,h�ss Anthony T: Tombo 111, A.E. $0053, 44515t. LUG, Blvd.. Fort Pierce, FL 34946` JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 �I f11ff�_ ta_ A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A I I I I ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. II II BASE TRUSSES .t trvu, s.ummvry iS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. c mduntEs T+sshf aPdu�tiyn4f ns6rAdiadGf O�rz„'e9Q mrfo�[if e3r^uErezJ�P'.Vjr• �l P�'tapbfs}ma�,1 PCa+utr La uis stl Mf+tlt l-mad tk P,wfs Li §P himVIN Win Narmi'. fie.iserdafdkftin;edtpeetrtasc.i�ryHrBPafinmrr',r,9 lbrT•aitEsinEg,rce nMTiasktUie Coppi#t 6l20 6i-I ioeETmsses-Aaf6aeyl iaaSollE;P.E. iep;obaimMaduo". 61: sa,:.paitei lsTcriri,p,.ein.nN'. br .,eGiRFt, tit imol; f Anthony T. Tombo III, P.E. dmr iLP of e:�Has Oth,irvs.4ddighnEmfsSsn:a:as`Jiecsv3lrraa shilt6f dl rzslw,3i6tpft _.80083 ' tAtir'xfRtisweuFdafsaA ddinit bx Ervsf Qls�nr,hnshs,,,6;aeeaiilmi k,sAatca,x.4si 4451 k Lucie Blvd. "'t 0ttft Fort Pierce., Ft. 34446 PoofErnsses•AntSofryLfum6aI11,P.F. FEBRARY 5, 2018 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE; FL 34946 772-409-1010 SECURE W/( VALLEY TRUSS (TYPICAL) I, TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS, OR GIRDER TRUSS v"tr 1[ � (NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: STDTL06 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL "A• 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES i I it p �2 I VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS 1I SEE DETAIL jA' NO BELOW (TYP.) l WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX,MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3') WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. w[su:F•tlnataeryV!rn'.r.�.'7-14a11Ih`�i{XiIJ�,EP'.A3tiUS3S{StNj�tl lGf[8R{h3Etjt;U6d;t✓�aPkre t:r3dsxgJyyr��sahedwnsa�rlm{ii4v'�i�t.'els{(4�mI Sr tJtmf Fedn �.t,LFkrtva4ktlE#f ne, Cili�gSzin sM�FtcdtT0.eE7 ��aa�raaxtle.,�nttsa��tieohH,df: httm Fis,�ignrn,u �yrm��a,swine,it�apa�,nunFnu,�ag�r.�,aa��i,Fty p�,aaiJv�s'e,� a�,-[a1Gci;;a,jn,tn+ar�,� �rxi5a: r,atepw��r�,c>�a.+r�4uiJ� Anuiont i.7cmlw 171, P.E. vfru J¢f inSdn mTF,3iagnxu ywsi+ShJ�!OaER�esoaJ[omv e�yuiur�catrFrot�gr,a�i nrkprlMnC�R(Wrat�x; ltnl uavi.ra. Pa otp'trd�l�ai wrHjtvst Jthe!^+ss,nclreiylxdaytrrye;atn;,rmalnrce3 sutCr Cxrn;tasiwS J ' 7 ar4lbe:gtttad(mrtNc.l?uafeJtfosi&",esdtleNtrt:nWgribkr[d6tlrMyfptc'EScirle'nafitc'KiQ}tD'i3±l4tfl;pdSSilete?xurcil4ttee3Jreiimtt,1➢41L`art8ttnptasSa�tid6naiieifncspgv,tmr%�a7k':rss)kner,r3rtt 98608 rrs::is! it`,wlEf tCrr�Jtptdo,w w nPryl+flt,"in RrdnS liH lneti_6n�,�IMger h Flifit4dlit, [� P , uTnssS;rx GP.ren w'FyFa$a4 U wsdiref tuer nt o3 d.Mele Ti4}; 4451. St. . FL. Blvd.. (cppi;ht�11016A-liAatTrtsses-ArthaSyl.IombotN;P.f:1':rp ieft d1hisdomntm,itayiorm;isprohithedwiihaulltrsrttlleoprrmissinhomA-lioolhom:Amkor.Tl.Tonto III, P.c FGttPi?tt2;FL.34946 JULY 17, 2017 I p p ` (HIGH WIND VELOCITY) nI1— I STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-I WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNG� DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2- -10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAYBE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) ono Witt' pmemlem"1.mpp'fit ti0bHim, its 11.0 Dryan Lnttf+t>3lftiol9j[DjmMrr?e"dat, Intyi(ttt$gtmr."'flEf tsmvti ntl o�6MlpdfRcpxsnr..;�r�ty ms,��ta+i�f�sntte+ps.+te t5e uro*;, oriel rna.T�+a;i�pms.-�rmy,udsg tsdaixi;sn�siuyAnUton' T.�Tombo III, P..E. nG¢udi±s frss@ior6:dupat5ptar?�[ni6gdAi0eex,iM Crnn'cwmdtei:pmlglEt Gilfy(as in,ntN suaf�atibtlK,f't+lIX cllM p;alitdLspndl csdi!:I. ias adyaaoidlEt iE9 tint talQmtA�f flns: ucl.Ly i»f p-ttnels;znmM.as mlirvups6t:ips Ctietitaw+;ktPd Y {' 80083' 4e WpCaptviprssae:[emedcs Wuusutrttaik iF}id;ie prrmes c4li&Udsdtk lsl(a�ptrf.Sd�bds<rt�te�;pLp�b2lttd er to ndSLt sett5fma6txprtsal l=lm3.itl.ileMes neuiplHt*:tastrdMfitltlslnns Dettpyr,lnstCeaQa Czposr, fltdtmts ksasirear,mHst '¢nrreitelauninr(a�td+geetwc.ic:p6s'e'Ipna':iethfl.Tds.rossCrctiglspneviti;�Tflil�'�sap0upr.,e1; si4av�apuicvicg6aitap RYolii:d4lasueai&M:fmTP}!, 445P5t: CUCft3 Blvd. Fort Pierce, R 34946 f..ari.7J ff17iNf.l.Ipu/Lua.n.1.+A"niiT.wt"Ili Di-GwwAoni:.d+iuJ....A..+Iesw7,.At..u.bl,ual.nk,,,a r6xre:m"wAk.i.ek..wl.i P•d irx«.r.ImF..ul Tr.,M ItI DT' � ' "-FEBRUARY 17, 2017 STANDARD GABLE END DETAIL I STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. I VERTI STUDI SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - D' O.C. MAX. 'I SEE INDIVIDUAL ENGINEERING, DRAWINGS FOR TRUSS DESIGN CRITERIA., 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d , NAILS 16d NAILS SPACED 6' D.C. (2) 10d NAILS--,,,,., 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS Q VARIES TO COMMON TRUSS i * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR 'ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM; AT4'-0'D.C. S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE' STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. r� B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. IDd AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 / STUD 12" O.C. 3-8-10 5.6-11 6.6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6.11 9-10-15 2X4 SP #3 / STUD 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP 42 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24, O.C. 3-14 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING (2) - 10d NAILS TRUSSES A 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 201.7 T-BRACE / I -BRACE DET/ WITH 2X BRACE ONLY STDTL09 NOTES: T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90% OF WEB LENGTH. THIS'DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. �r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 i NAILING PATTERN T-BRACE SIZE NAIL SIZE I NAIL SPACING 2X4 OR 2X6 OR 2X8 10d I 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH JOF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WEB I -BRACE T-BRACE 6 SECTION DETAILS ,,-FFBRUARY 17, 2017 A A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 LATERAL BRACING ,RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAYBE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT,IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL NAILLS (0 313WITH )X 3') USE METAL FRAMING - ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 31 TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIAJ INSERT SCREW THROUGH ❑UTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH�02) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - V,,AND FASTEN WITH (12) - lOd NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 ;LATERAL TOE -NAIL DETAIL STDTL1/11 AA �t -` NOTES: 1; TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN �i THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL .�'1 BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 13. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB%NAIL) DIA SP OF HF, SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 z .135 93.5 85.6 74.2 72.6 63.4 o I .162 108.8 99.6 8614 84.5 73.8 in ri I .128 74.2 67.9 56.9 57.6 50.3 � I .131 75.9 69.5 66.3 I 59.0 51.1 Z o in .140 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PERITOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: J (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF;115: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30" TO 60' I I I I i 45.00' ANGLE MAY VARY FROM 30" TO 60° �s THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' €EWARY 17, 2017 �i A 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 UPLIFT TOE=,NAIL DETAIL THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. STDTL12 TOE -NAIL WITHDRAWAL VALUES 'PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O .135 60 48 33 30 20 I � (,) .162 72 58 39 37 25 11J = O .128 54 42 28 27 19 IF- Z .131 55 43 29 28 19 Z 0 LLI .148 62 48 34 31 21 J Lo J N Z .120 51 39 27 26 17 O Z .128 49 38 26 25 17 O .131 51 39 27 26 17 1 O 148 57 44 31 28 20 NOTES: 1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 30• WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE —NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) — 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. e** USE (3) TOE —NAILS ON 2X4 BEARING WALL USE (4) TOE —NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S: )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW i END VIEW FEBRUARY 5, 2016 1 TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 77,2-409-1010 1.5 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS I MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. I 2x2 SP No,. 3 p�il 41, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 f FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2491 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER I I I I11 I 12 VARIES I I (4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 wx=nq-n+n+e.»sa,n+,.m•�;IacsrsresMtiRs�c;u:rurSltaDnaKsrs-aY�urtncncn::�ur,•h„ mt/=•gin, ..,hn�.+am««w,;.x.w�r I��,�m/�.cc..s,gTtl,+x»,esan,cd..« n,�,+.m�;rr�,a«a,sa.«q YiHe«sten,Ye. dciNn=J4.rh.tr hh=+=M. I, tirtn Dnip;r,u«ri..+ ' Sp7h—nj6+rMnmrD➢rryxuxs«n:=fa•.rdn , St:v«Itgi=xr�nt,mbey bt Mt spAAl,�iinulry:M«•B r�nM, «nrTN 1. IMhti,=nvery«f,bda, «i.�ns ,x`eM�¢ Anthony T. Tombo III, P,E. Mn+d/dsS:.nhrmyA➢La„ra+eS«,d:�rydRr➢.«rikP ni.+lauSn+nxdrliky➢ � hfhtleddReRLraR:d6ebtlMfSugrWdrtti,l'vgrndlMlPmf«tDHd.udhi•.u.ixsLalkdlq:ssuen,b,MMmatMtalsk7kfi=,>H4,tgd 80093 hSN:dsrkw:cd(xnrm,1C«+y rtlMe"+tTROWMpKMteM q*l+Wikarl+�esq[KrpNSder(lduatliw.SKfSI;nIDJNMIn«I Sttl arirh?tteiMpnd r.Js+ it SlAarSW rpq«L1de�st «I SY.m d'b txHh:,p+%,Inu D+tiP �i 'u�t 1 YWMrx.azn5 4451 St. Lucie Blvd, V.fn.m M.oil,rtemruMnignen:.�gyap�a,Yr[v1.ivL•n,➢<,ryx Rspeerh59Sm1rala,6ruprr.nun,si¢m hgixnl«g1�t .incy�n6ulms,m«leluelntnt. Fort Mice, Fl. fopyri➢M V 2016 A•1 Root Lossts- kkny 1. Toxha lll, P.L RgWndi-4 this Alma in 4.1 form, is probiEW without An wideP ptrmitsian 6a. 114 Rsof hnsst, . Anthony T. I<aho fll, P.E. I FEBRUARY 17, ZO17 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 :� TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30• 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36• 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767 44 i 66 Q. 3657 5485 3346 5019 2829 4243 2898 4347 s DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN'MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE,IMINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C i i I I �Sa I BREAK L�,lel / •10d NAILS NEAR SIDE +10d NAILS FAR SIDE X' MIN �- 6' MIN 4 TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. v_ ORNARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 - A-1 ROOF TRUSSES I 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10� DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION i NOTES: 1. ATTACH 2X SCAB (MINIMUM #2 GRADE SPF, tit-, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (14B' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE,JAND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE 'OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF.I IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 401 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS -NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BEtEXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES