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HomeMy WebLinkAboutTruss Drawings JIV 1ie Copy r^ Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 1 _ A-1 ROOF These truss designs rely on lumber values established by others. TRU5509 A FLOR p.A CORPORATION Rr#,: Job 67641. A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce,FL 34946 Site Information: Customer Info:ASSOCIATED HOMES INC. Project Name:WILLIAM AND JENNIFER DIAZ(MOD SKY II) Lot/Block: Model: Address: HOWARD&PALMETTO DR, FORT PIERCE, FLvision: City: County: St Lucie State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 160 MPH Roof Load:40.0 psf Floor Load: 0.0 psf This package includes 50 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date 1 A0170478 A01 2l2/17 13 A0170490 Al2 212/17 25 A0170502 C04 2/2/17 2 A0170479 A02 2/2/17 14 A0170491 A13 212117 26 A0170503 CJ1 2/2117 3 A0170480 A03 212117 15 A0170492 A14 2/2/17 27 A0170504 CJ3 2/2/17 4 A0170481 A04 212/17 16 IA0170493 A15 2/2117 28 A0170505 CJ3C 2/2117 5 A0170482 A05 2/2/17 17 A0170494 A16 212117 29 A0170506 CJ5 2/2/17 6 A0170483 A06 2/2/17 18 A0170495 B01 G 2/2117 30 A0170507 CJ5C 2/2/17 7 A0170484 A07 212117 19 A0110496 B02 212/17 31 A0170508 D01G 2/2/17 8 A0170485 A08 2/2/17 20 A0170497 B03 212/17 32 A0170509 D02 2/2117 9 A0170486 A09 2/2/17 21 A0170498 B04G 2/2117 33 A0170510 HJ3 2/2/17 10 A0170487 A09L 2/2117 22 A0170499 C01G 2/2/17 34 A0170511 HJ7 212/17 11 A0170488 A10 2/2/17 23 A0170500 CO2 2/2/17 35 A0170512 HJ7C 2/2/17 12 1 A0170489 I All 2/2117 24 1 A0170501 1 CO3 2/2/17 36 1 A0170 J3 212/17 The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct supervision base 513 d on.the parameters_provided byA-1 Roof-Trusses,, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2017. NOTE.The seal on these drawings indicate acceptance of professional ����B1ti engineering responsibility solely for the truss components shown. a�� �{ .. sf�/4��lN�a�M allt!'ra r�d The suitability and use of components for any particular building is the responsibility of the !44 �s� d faj building designer,perANSI1TPl-1 Sec.2. The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the construction documents(also referred to at times as'Structural Engineering Documents provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by[Al Roof Trusses or specific location]. These TDDs(also referred to at times as'Structural Engineering Documents)are specialty structural component designs and may be part of the llN.LN MfrMY T T I I''r�IP $ f .p �, project's deferred or phased submittals. As a Truss Design Engineer(i.e.,Special tyAnthon mb11 Engineer),the seal here and on the TDD represents an acceptance of professional y T.To o, 1t p �gu x��� ►•°* ��` 4! engineering responsibility for the design of the single Truss depicted on the TDD only. The �ao,tmnsae7aa.aroo. Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tombo III,P.E� related notes. z T , ..�rs<< ii3B BC,A2;2I.t?Lf�00,6Cb.Q0.4G'-127:D ? Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE:Job 67641 1. I No. I Seal# Truss Name Date 37 A0170514 J7 2/2/17 w 38 A0170515 HA 2/2/17 39 A0170516 J7C 2/2/17 40 A0170517 VO4 2/2/17 41 A0170518 V08 2/2/17 42 A0170519 V11A 2/2/17 43 A0170520 V11B 2/2/17 44 A0170521 V12 2/2/17 45 A0170522 V16 2/2/17 46 A0170523 VH2O 2/2/17 47 A0170524 VM2 2/2/17 48 A0170525 VM4 2/2/17 49 A0170526 VM6 2/2/17 50 A0170527 VM8 2/2/17 Page 2 of 2 Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II t' ��7641 A01 Hip Girder 1 A0170478 F Job Reference(optional) �A1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:11 2017 Page 1 ID:psBSgYW3NJw5800kSDd WwzlYYj-JTgzi_vCluZuiwBzd?51R90tnDp?kgvyU7mYQXzowK6 2-8-0 7-0-0 -4-1-12 , 17-9 8 22-10-15 27-10-9 33-0-0 40-0-0 4. 0 [ 2-8-0 4-4-0-0 5-4-12 5-4-12 5-1-7 4-11-11 5-1-7 7-0-0 -0 ATTACH SCAS WITH 2 ROWS OF WS45 SCREWS 2 ROWSC 4-0.C. '� 8x10 Dead Load Defl.=15116 in 6.00 12 i 1.5x4 it 4x6= 3 8=3x = 3x4= 5x12 27 �..�[8 9 4 0 31 5 2 633 7 34 8 5 6 937 W1 j WZ.. 11 o N 2 p \,\. I� 4 1 7 RA 10q ;I 20 38 39 1940 41 1.5x4 Tto 5x14= 1.5x4 I 410= 16 15 42 43 14 44 45 13 46 47 12 5x10 MT20HSI I 6x8= 5x6= 1.5x4 I I 3x8= 1.5x4 II 7x14 MTWHS= 2-8-0 7-0-0 12-4-12 16-9-8 17-9 8 22-10-15 27-10-9 33-0-0 40-0-0 2 8-0 4-4-0 ti4-12 4 4-12 -0- 5-1-7 4-11-11 7-0-0 Plate Offsets(X Y)- [2:0-10-4 0-M] [3:04-3 Edge] [7:0-3-8 0-1-8] [10:0-8-0 0-0-14] [13:0-3-0,0-3-0],[14:0-3-0,0-2-4],[17:0-10-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.58 16 >827 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.47 16 >323 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.51 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.63 16 >751 240 Weight:470lb FT=20% LUMBER- TOP CHORD 2x4 SP M 31`Except' 8)Plate(s)atjoint(s)13 checked for a plus or minus 3 T1:2x8 SP 240OF 1.8E BOT CHORD degree rotation about its center. BOT CHORD 2x4 SP M 31'Except* 2-20=-2373/8266,20-38=-2388/8327, 9)This truss has been designed for a 10.0 psf bottom B3:2x4 SP No.2 38-39=-2388/8327,19-39=-2388/8327, chord live load nonconcurrent with any other live WEBS 2x4 SP No.2 19-40=-3980/14018,40-41=-3980/14018, loads. OTHERS 2x8 SP 240OF 1.8E 18-41=-3980/14018,17-18=-3983/14031, 10)`This truss has been designed for a live load of LBR SCAB 1-3 2x8 SP 240OF 1.8E one side 15-17=-376/275,5-17=0/450, 20.Opsf on the bottom chord in all areas where a WEDGE 1542=410/1474,42-43=-410/1474, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Left:2x4 SP No.3 14-43=-410/1474,14-44=-2398/8613, bottom chord and any other members. BRACING- 4445=-2398/8613,13-45=-239818613, 11)Bearing atjoint(s)1 considers parallel to grain TOP CHORD 1346=-1571/5869,46-47=-1571/5869, value using ANSI/fPI 1 angle to grain formula. Structural wood sheathing directly applied or 4-1-7 oc 12-47=-1571/5869,10-12=-1573/5849 Building designer should verify capacity of bearing purlins. WEBS surface. BOT CHORD 3-20=-263/1066,3-19=-1262/4248, 12)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing, 4-19=-304/168,5-19=-2117/583, to bearing plate capable of withstanding 100 lb uplift at Except: 7-14=-2530/920,8-14=477/1641, joint(s)except(jt=lb)1=922,10=904. 8-6-1 oc bracing:18-19. 8-13=-1630/677,9-13=-1001/3353, 13)Hanger(s)or other connection device(s)shall be 10-0-0 oc bracing:2-20 9-12=0/598,16-18=-215/552, provided sufficient to support concentrated load(s)123 14-17=-2459/8733,7-17=-1240/4237 lb down and 81 lb up at 7-0-0,73 lb down and 6 lb up REACTIONS. (lb/size) at 9-0-12,73 lb down and 6 lb up at 11-0-12,73 lb 1 = 3384/0-8-0 (min.04-0) NOTES- down and 6 lb up at 13-0-12,73 lb down and 6 lb up 10 = 341410-8-0 (min.0-1-8) 1)2-ply truss to be connected together with 12d at 15-0-12,123 lb down and 125 lb up at 17-0-12, Max Horz (0.131"x3.25")nails as follows: 123 lb down and 125 lb up at 19-0-12,123 lb down 1 = -69(LC 32) Top chords connected as follows:2x8-2 rows and 125 lb up at 20-114,123 lb down and 125 lb up I Max Uplift staggered at 0-9-0 oc clinched,2x4-1 row at 0-7-0 oc at 22-11-4,123 lb down and 125 Ib up at 24-11-4, 1 = -922(LC 5) clinched. 123 lb down and 125 lb up at 26-11-4,123 lb down 10 = -904(LC 4) Bottom chords connected as follows:2x4-1 row at and 125 lb up at 28-11-4,and 123 lb down and 125 lb Max Grav 0-9-0 oc clinched. up at 30-11-4,and 237 lb down and 237 lb up at 1 = 3384(LC 1) Webs connected as follows:2x4-1 row at 0-9-0 oc 33-0-0 on top chord,and 568 lb down and 208 lb up at 10 = 3414(LC 1) clinched. 7-0-01 204 lb down and 81 lb up at 9-0-12,204 lb 2)All loads are considered equally applied to all plies, down and 81 lb up at 11-0-12,204 lb down and 81 lb FORCES. (lb) except if noted as front(F)or back(B)face in the up at 13-0-12,204 lb down and 81 lb up at 15-0-12, Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)section.Ply to ply connections have 89 lb down at 16-11-4,89 lb down at 19-0-12,89 lb when shown. been provided to distribute only loads noted as(F)or down at 20-11-4,89 lb down at 22-114,89 lb down TOP CHORD (B),unless otherwise indicated. at 24-11-4,89 lb down at 26-11-4,89 lb down at 1-2=-1505/459,3-27=-8750/2569, 3)Special connection required between scab 1 to 3 28-11-4,and 89 lb down at 30-11-4,and 399 lb down 3-28=-12124/3548,28-29=-12124/3548, front face(s)and truss. and 78 lb up at 32-11-4 on bottom chord. The 4-29=-12124/3548,4-30=-12124/3548, 4)Unbalanced roof live loads have been considered design/selection of such connection device(s)is the 30-31=-12124/3548,31-32=-12124/3548, for this design. responsibility of others. 5-32=-12124/3548,5-33=-13811/3989, 5)Wind:ASCE 7-10;Vult=160mph(3-second gust) 6-33=-13811/3989,6-7=-13811/3989, Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; 7-34=-9925/2849,34-35=-9925/2849, Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); LOAD CASE(S) 8-35=-9925/2849,8-36=-8560/2463, cantilever left and right exposed;Lumber DOL=1.60 Standard 36-37=-8560/2463,9-37=-8560/2463, plate grip DOL=1.60 1)Dead+Roof Live(balanced):Lumber Increase=1.25 9-10=-6659/1857 6)Provide adequate drainage to prevent water ,Plate Increase=1.25 BOT CHORD ponding. Uniform Loads(plf) Z 20=-2373/8266,2 -38=-2388/8327, 7)All plates are MT20 plates unless otherwise Continued on page m Uat"" 0 flnse en Mira lke'Id 1''ie1r0;'�SEUSf kASltEitt4.AtOXClikafdtESl 17 1F'rNON";iS6Y.Xi'hia,rn ki t!eeehrs ui lteleeht to Rs iuu C;slp:snieriiPEjwflSe k5en,1.:'exix�i,lt.ktnsruSbretbehnne. ss 4rt -.tftd"M iW,all .. aiq, yJr s.sr b f'pT`R. !t FI WSek nrar9rpkss ss:*Etts'dtn&SCFbpn611;t1?ss.esy+Eequtn;tySPuhr:quret.3eserxegiCCnxtuxenx;ghs;eirtrsrhs:.nd eqi-5l;rq:,401f.UOcdGrsigH7ml igidedmdti}On1!,rtet lr4(;'.nk;�env;:rs:a.tm>p,.l n,,lm�n Anthony T.Tombo 111,P.E. tra.1 drnn."',wb;"m il .ev.ne teawlilhC Cad .vdquter0e r�rybar.,4lx vow We-Ikd .1att Will 1.Gegrretldt4el;stsiar ietfrt e[3t':ustuiuys�-�s4sn�yy�!kEmxadheG�s4esh§reKmn.tli!3rs2 =80r1$J ' al ere wtnurc.firessAnaatroslrxrra saa fmsz�t�lwucpars�a,lcncm:.�srtastlr(rtalSlutedunud}rtlrsSldlmtfY€ifitsdenpors;Wnoillf FdeLssw;nr,lunM [gsrn!"u:s ci,mte.�ex 4451 St,1 We Blvd. s#taiukteselStl(c4at syu!qu h*iiykr eClstes5stl!eL 1et:rst9esf}stepmis A01 Ae t!einps0yar,a L ssSishn xyhnl sin,!lei.fni,!n sgih'hdh:as mes 1e`+elit IIFI, � Fort Pierce,FC 34946 ropyriollQ 2016 Al 10411retus-Aat4ssy1.10mbo III,KE Aapoh ioodthis dommcst,inuyfasi.is pmli6ited.it6sott6entieeopetsusuoa hemA-1 teoiTroues-Aclhasyi.lama ill,RE Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A01 Hip Girder 1 A0170478 2 Job Reference(optional)Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:11 2017 Page ID:psB5gYW3NJw5800kSDdXfwzlYYj-JTgzi vcluZuiwBzd?51R90tnDp?kgvyU7mYQXzowK6 LOAD CASE(S) Standard Uniform Loads(plf) ? Vert:1-22=-82,3-22=-60,3-9=-60,9-11=-60, 1 18-21=20,15-16=-20,15-24=-20 Concentrated Loads(Ib) Vert:3=-28(B)6=-123(B)9=-190(B)20=-568(B) 7=-123(B)14=-70(B)12=-399(B)18=-70(B) 9 32=-123(B)33=123(B)34=-123(B)35=-123(B) 36=-1 23(B)37=-1 23(B)38=-204(B)39=-204(B) 40=-204(B)41=-204(B)42=-70(B)43=-70(B) 44=-70(B)45=-70(B)46=-70(B)47=-70(B) a 9nuy-flnn@wgllln.4r6e'1d1U;f diaL6r5°�1`3�^6[63ll llmf ermm@veSi;if?CYi'lar3']7R[get(aiY61'6:a 1�!dtlnits d¢r.+h++sdml ttutislnrtee!ip MenlPI4^rvd@ele@ntLluH4!,r_'t+!em fkn}ei¢e nt anan dltni!e smeln@e ICO,aId ua!ir mrrrms!�Ikr:+dwrazIDeas<m:ts!.rn+soxx[q®:nL,sreo!astsr�,@:+�naopmr,gn�uumrcnrmrd@rF!anrndnSum.ympudus�axtm�rfmrsvyetm;trr:a�nr.looup,nenlnLrs:tnip:;;.¢dcn!.uaasmde�n,>fl@stnj., Anthony T.Tombo III,P.E. m.�a�+rm!d�uu,l!@+n�+ �aeu.+ o-�c.d+ @ iysn@:wt¢ro-gR,n@¢maeuruc@r@cnt@r6�ls.w,p�ntma.n�rfl�,�a@r>cuadnte:unrrr@rcn:serr¢r�+r�n.rfl,om^ra.atka�smur.n!Fn+wart =80083 I @elwtodD:ugxal6rrart.dVutnsOMu lOCnitelrtCcnudp!a.�arsARt£qG:pxslkhryldn¢rtim;Iffgrel5.fa/17IRn156L1¢eidnnse6c�sdptlar.iPFle�ins@sregn¢41@rsel6tindt�ImsO:van,ln+!ae!yr <nntrn+sunhaei,nins 4451 St.Lucie Blvd. r@!mssidmedirrdana!rp�Mgn@v2xd Yd did+tin ln+I+d.lhlmshfS Gthw is Fgl@rsz@iy OnlryynlnssdMe¢Erdh!a dsry N:INd.AlIgUl:dl m.,ndhuNT111. Fort Pierce,FL 34946 (opyriglir02116AdlaolTrases-Wany1.Tamha III,P.E,lepmduuiaa alibis doromeacin any form,isprobitiladrBhounhewfienperuisdaa from AdlanlTmises-Whiny 1.TombsW,P.E. Aj Job Truss Truss Type Oty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A02 Hip 1 1 A0170479 ._ Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:12 2017 Page 1 I D:psB 5qY W3NJw5800kS DdXfwzlYY)-nfOLwKwq W B hIK4 m9Aic_zNZO cd9bTCh Sin W 5yzzowK5 2-8-0 9-0-0 17-9-8 24 4-12 31-M 31014 2-8-0 6-4-0 8-9-8 6-7-4 6-7-4 0-4-4 3x4 11 3kad Load Defl.=112 in 6x10 46= 300= 5x8= 3 4 6 7 6.00 12 5 ti ' o I g B N v 6 0 2 14 18 � v i o m 1 12 N I qj 13 7x — ....-........—. o 4x12= 1.5x4 II 11 10 9 8 3x4 11 4x4= 3x8= 0- -1 2-8-0 9-0-0 17-9-8 24-4-12 31-1-6 31y1r14 0 -1 2-7-15 6-4-0 8-9-8 6-7 4 6-8-10 0'3'8 Plate Offsets(X Y)— 12:0-7-8 0-0-0] [5:0-3-0 Edge] [12:0-2-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.26 13-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1:25 BC 0.98 Vert(TL) -0.70 12-13 >531 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL). 0.34 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.32 13-17 >999 240 Weight:190 Ib FT=20% LUMBER- TOP CHORD 2x8 SP 240OF 1.8E*Except* NOTES- T2:2x4 SP M 30,T3:2x6 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP No.2*Except* for this design. B1:2x4 SP M 30,133:2x4 SP No.3 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) WEBS 2x4 SP No.3 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; BRACING- Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) TOP CHORD and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 2-2-0 oc exposed;C-C for members and forces 8i MWFRS for puriins, except end verticals. reactions shown;Lumber DOL=1.60 plate grip BOT CHORD DOL=1.60 Rigid ceiling directly applied or 6-4-5 oc bracing. Except: 3)Provide adequate drainage to prevent water 10-0-0 oc bracing:10-12 ponding. WEBS 4)This truss has been designed for a 10.0 psf bottom 1 Row at midpt 6-8 chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 5)*This truss has been designed for a live load of accordance with Stabilizer Installation uide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members. 1 = 1268/0-8-0 (min.0-5-12) 6)Refer to girder(s)for truss to truss connections. 18 = 1224/Mechanical 7)Bearing at joint(s)1 considers parallel to grain value Max Harz using ANSI/TPI 1 angle to grain formula. Building 1 = 182(LC 12) designer should verify capacity of bearing surface. Max Uplift 8)Provide mechanical connection(by others)of truss 1 = -214(LC 9) to bearing plate capable of withstanding 100 lb uplift at 18 = -302(LC 9) joint(s)except at--lb)1=214,18=302. Max Grav 1 = 1268(LC 1) 18. = 1224(LC 1) LOAD CASE(S) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-558/42,2-3=-2550/1260, 3-4=-2820/1473,4-5=-2751/1434, 5-6=-2754/1432,8-14=-481/1052, 7-14=481/1052 BOT CHORD 2-13=-1293/2338,12-13=-1291/2348, 4-12=-453/386,8-9=-801/1571 WEBS 3-13=0/396,3-12=-235/656, 9-12=-687/1403,6-12=-713/1340, 6-8=-1747/893 '''" '" inazr.flmn�rw�rnmir6r'4II�a 7t36i5f5EIl2'y nibs€kt4:6IDRtR1sSiF;l�lr€7![IDS:sKtl'�.3EftiMl'aro,rnllasglcs.Y.assdserLesN•aksinntu .ar lC[;mlih:rssenl.leuzGLr4.6!nnnStensfise ese.lkss•s5sni.p'etyi ns#xdp�t is9,se7 ttihivaeA,P:nor°hnamwlcrak„st r:rrr+:+ :�,a(�.m r-*,`a 7 u;aen trmlr� r!ux:na,rrc,:n,rrt,:.°rnI!ynn!nJn �rym�ad�dtu rn�,rrns iry danclaanrr,�e>fu.irasnm,=::a�.r„I;Os us,Liar Anthony T.Tombo Ili,P.E. adnrs±fAslantanrruidu3tstsrr{natrt!s`ds7nn,wt.wtse'.m"udryWunescEryserrw!,1+1'!s,�.+atadey,3t�atds6:d 4�1gvteadirlL iaerrmd6nx1:0a1 urSeN,td3tuat mr +r!strc¢xi9d:nu�rm, s6Ele6er!aeetnr.ITO 380083 ' 4e In aq SeAyr m!(sehshr.Fraaes snMatNI70rs{r r tusatrri7s sn><M[a'Jga lwsCSdEpfcraA v¢6�r46s.jr}iN¢dSt:s me sdsnxNMsrscrl;dlutt,R4E ds?naMsegss iY:rmssadfAssdtlrL sshwpn,iron Ot6n isgzen m{"sins Mr Aaener,wless 44515E Luce Blvd. *t,nL•trs5tely t(c:Mscetlryn antelq d;la2n!d!e4 Brl!tss irs'rplipestse3�dt trciulrasigr,aT�n sntsmFiva dar Fvay.AdurM(md�:raas ul!SdallF1' 45 Fort Pierce,FL 349 � [0 Sri:if116A4 iaoltnsses-Mtiee l.lomho lll,P.E.i!rodaaina et�hisdammcm,inao dum,is rah3isrd rirhoel iherriYen ermisszehom bl ia�insses-Aathea 1,IomhnIll,P.L Ppii Y P Y` P P Y , 1 Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A03 Hip 1 1 A0170480 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:B.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:13 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-Fsxj7gxSH VpcxELMkQ7DWa5990ZOCesFxRFeUQzowK4 2-8-0 11-0-0 17-9-8 234-12 29-0-0 31-0-14 2-8-0 B-4-U 6-9-8 5-74 S-7-4 2.4-14 1.5x4 11 Dead Load Dell.=9116 in 6x8 i 3x6= 3x4 4 = _ 6 11 3x6 3 4 5 6 7 4x6= 6.00 12 8 113 cm 1 i qq}}5 19 10 T 1314 — 1 412= 1.5x4 11 12 11 10 20 21 9 1.5x4 11 48= 3x8= 31-4-14 2-8•U 1"_0 17-9-8 23�-12 29-U-0 3U-9-14 2-ti-0 8-4-0 6-9A 5-7-4 5-7-4 19'14 7 Plate Offsets(X,Y)— [2:0-7-12,0-MI,[3:0-4-0,Edge] [13:0-2-4 0-3-0] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.35 14-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.94 14-18 >396 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.35 19 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Wind(LL) 0.44 14-18 >843 240 Weight:194 lb FT 20% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x8 SP 2400F 1.8E WEBS - BOT CHORD 2x4 SP No.2*Except* 3-14=01376,3-13=152/300, B1:2x4 SP M 30,B3:2x4 SP No.3 10-13=-614/1258,6-13=-529/975, WEBS 2x4 SP No.3 6-10=-976/629,7-10=-611/1252, OTHERS 2x4 SP No.3 7-9=-1149/648 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 3-4-8 oc 1)Unbalanced roof live loads have been considered pur ins, except end verticals. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Rigid ceiling directly applied or 10-0-0 oc bracing, Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=18ft; Except: Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) 6-11-2 oc bracing:13-14. and C-C Exterior(2)zone;cantilever left and right 6-7-0 oc bracing:2-14 exposed;C-C for members and forces 8t MWFRS for 10-0-0 oc bracing:11-13 reactions shown;Lumber DOL=1.60 plate grip MiTek recommends that Stabilizers and required DOL=1.60 cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water accordance with Stabilizer Installation guide. ponding. 4)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 1 = 1264/0-8-0 (min.0-5-13) loads. 19 = 1228/Mechanical 5)'This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 1 = 199(LC 12) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members,with BCDL= 1 = -192(LC 9) 10.0psf. 19 = -247(LC 9) 6)Refer to girder(s)for truss to truss connections. Max Grav 7)Bearing at joint(s)1 considers parallel to grain value 1 = 1264(LC 1) using ANSI/TPI 1 angle to grain formula. Building 19 = 1228(LC 1) designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 100 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint(s)except(jt=lb)1=192,19=247. when shown. TOP CHORD 1-2=-557/40,2-3=2250/1109, LOAD CASE(S) 3-4=-2143/1181,4-5=-2119/1167, Standard 5-6=-2119/1167,6-7=-1353/750, 9-15=-582/1157,8-15=-582/1157 BOT CHORD 2-14=-1104/2019,13-14=-1103/2027, 4-13=-379/310,10-20=-255/476, 20-21=-255/476,9-21=-255/476 WEBS 3-14=0/376,3-13=-152/300, ....... ........ d Flent w'ssa mirrtlt'91la1lU1SU(5U19'HbgslltWSdtllr'Eit1AS(L1IClA"rf. !C[19b:tCHt91t'Inn.rtr tt' ct^sT!saltetltdes stets innh9 aTtm lC4'ml8elatSnrl.imsC6if6tnertf AetlEettit nt.Uttts a'anat dslp3t Tfi,nir�• ;Eh • I ; t8'1 hart 1 p. .a , W'd ttcrJx nsls:Et tsaln 6e 166n'st ttl3/stl�tt i:¢teghtn�!yfetkayEt�nu;:t ndnmyiCAnm<uaasatryztd&tFdetitnlegiutaryn:pasilo}ln ktln5tdrxsictitTtusigiWfecW r36nfr,ufn RN.iudUn ns ti9eb>.+sln f�sn,WsDi:�T; Anthony T.Tornbo III,P.E. ' mitudCfsrn;tbtgktEaqucttrrnttrg:3�Onn,&Cswiu§midqlnhatgingm,b&sb�ditla:lr,#t�W�Icdetl;tLa11TIL rttgpudtltStT>3tNtgntsetdSt inst.st!> sl.dngs,i!hfsnnsdtd>Qb4rmuufro'1td 80083 !tlzlai.e;pvn![ttmtrn.29srtsstlMoCa l9teltietn2as ulr�k'an$talc'JsgGapxLfdE(lam�stlSBQptlissJrTttteslSl;l ne rtfincd6tratedydfsu.ild fttvtsSt tegtrsJ.'mnaliFinsr6eL n6ed�n,ton Dims rgixtmlT rta.^hane,nfess 44515t lUCie Blvd, ttinh!eelsjtrw.vAagtNgn0n3iaEErd:rgatsd.rA ltlnis 7estp&pexis 6914t 4¢sYrl cedgae,a T;<nSphaEepnetdatitrtai,i,�i ntas;atlnitntnntsSrlhp41. tmpyriiiih:i616A-I Red Iresses-Aatbaey l.IambatC,M teptedudima mt,bis dMwatin any rms'is pral'Utd.A6nml the vrirem permWkahamli-1 iamiimsts•Ambeayl.lam6a 110.E Fort Pierce,FL 34945 Job Truss Truss Type Qly Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A04 Hip 1 1 A0170481 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:14 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj j2V5LOy42pxTZOwY17eS3oeOIQwZx3SOA5?ClszowK3 1-0- 6-9-4 13-0-0 20-0-0 27-0-0 314-14 0 6-9 4 6-2-12 UN 7-0 0 4 4-14 4x6 1.5x4 II 4x6 11 Dead Load Dell.=7/16 in 4 5 6 3x6= 4x6= 6.00 F12 7 1.5x4Q \� 3 W3 Z13 q1 r? 2 l t12 16 a ' \i ffk o di f o 9[1 2 —...-...........�a{{{V N 11 17 10 9 18 19 8 3x4= 3x6= 3x10= 5x6= 3x6= • 6-9-4 10-0-14 A. 13-0-0 20-0-0 27-0-0 31-4-14 6-9-4 3�-10 2-11-2 7-0-0 7-0-0 .4 4-14' Plate Offsets(X Y)— 12'0-24 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.36 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.84 8-9 >449 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horc(TL) 0.08 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.10 9-11 >999 240 Weight:173 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP M 30 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3*Except* W6:2x4 SP No.2 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BRACING- Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; TOP CHORD Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) StStructural wood sheathing directly applied or 3-6-8 oc and C-C Exterior(2)zone;cantilever left and right St r except end verticals. exposed;C-C for members and fortes&MWFRS for BOT CHORD reactions shown;Lumber DOL=1.60 plate grip D Rigid ceiling directly applied or 6-7-9 oc bracing. Provide WEBS 3)Provide adequate drainage to prevent water. pond1 Row at midpt 4-9,6-8 4)Plate(s) t Plate(s)atjoint(s)10 checked for a plus or minus 5 MiTek recommends that Stabilizers and required degree rotation about its center. cross bracing be installed during truss erection,in 5)This-truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation quide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6)'This truss has been designed for a live load of 2 = 1322/0-8-0 (min.0-1-9) 20.Opsf on the bottom chord in all areas where a 16 = 1215/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members,with BCDL= 2 = 230(LC 12) 10:Opsf. Max Uplift 7)Refer to girder(s)for truss to truss connections. 2 = -250(LC 12) 8)Provide mechanical connection(by others)of truss 16 = 202(LC 8) to bearing plate capable of withstanding 100 lb uplift at Max Grav joint(s)except(jt=lb)2=250,16=202. 2 = 1322(LC 1) 16 = 1221(LC 2) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2201/1183,3-4=-1915/1066, 4-5=-1431/869,5-6=-1431/869, 8-12=-512/1070,7-12=-512/1070 BOT CHORD 2-11=-122511898,11-17=-805/1426, 10-17=-805/1426,9-10=-805/1426, 9-18=-381/688,18-19=-381/688, 8-19=-381/688 WEBS 5-9=-485/391,6-9=-491/1048, 6-8=-1120/653,4-11=-244/545, 3-11=-379/449 "' "" d fluse�r rnir*kr'Ad rddrltPir"iSfllh"fFFDtE itt411 tbYriRRIrSi2�t k'(kOP'�N'�I'M.rerd.kt erseY:sadfe[tes4aafitTttn t:+ :man 116€;W:h7Alu!l.ledxitd,r£6fnxrttlleetleful tn.C[esfr3nrae 0ndnAe;CO3 n1r �3• +fir r k 1€3tn'j Ff �?` i W"p_ftr'rsssss-h nw ke16€9nrstii Anthony T.Tombo 111,P.E. . sinrdknrartif�nrS idolunrr.Inw:mrtS:.eu,l c.w'teBaLxZqutnCatk.FgDen�a,u Gur#edddx9;3t li;mdI dkr:ignted7lL rxgpnddtul Mni 5e1!-rdde in:ttcSiotSadck carttq#h6nioadheeq ile€ke 6e ewe..mi d =80083 ' #a W`toi Frt nlrxpH'it.r.4xscsnusuMf.Je{bsrrneas olryA'.auf.dtDa�lrrC,a ,eCfde!f mn itSq{ttGf lrltlneSttlmeideieeWtrctr_nl�irmY.tA'.dr'mnSe regar,sSnsnrk9esddtrmrsDeu ;Imrs Pscje trtawet irt:s 4wAeener Bless :. 44515t.Ludp Blvd, ars:aisrdri¢d'Yjora:rls�Klgn6a3brt.�roand•N.zhrtns@rsp+fiiirr:F.N0t3e l+i:euttfp»,aL nSryteatgn,uderr heeiei,ulurN¢rrixmmcl.+mlAIr4L Fort Pi2Re,Ft 34946 r* 0 i616Ad Aoollmsses-Anko l.lombo lit,P.F.ie rodadicodlhis dommem,in rzm is robibredraboot0e weinto nmissiot honA4 I*orrmsset-Ambe*I.Tomb*OI;P.E Prd96 Y P Y- P P Y Job Truss Truss Type Qty �P71YASSOCIATED HOMES/SEDONA SKY II 67641 A05 Hip 1 A0170482Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:15 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-BE3TYMyjp63KBYVksr9hb?B WQgEWg WaYPlklZlzowK2 1-0-p 5-7-0 8-7-0 , 15-0-0 20-0-0 25-0-0 31-4-14 0- 5-7-0 3-0-0 6-5-0 5-0-0 5-0-0 6-4-14 6.00 F12 4x6 I I 1.5x4 11 4x6 ll Dead Load Defl.=1/2 in D 6 T.147 8 3x6 T W7 4 3x4 11 3x4 II 5 �.,.,�,,\ 9 r 4 ' 3x4 G 5 m 3 w IN W2 RR 3 0 so 1 2 3 7x10= 19 20 12 it 21 3x6= N 0 3x6= l 15 14 3x8= 30= 3x4= 3x6 II 5-7-0 , 8-0-0 8r7i0 20-0-0 31-1-6 31-A-14 5-7-0 2-5-0 0'-7 0 11-5-0 11-1-6 0- -8 Plate Offsets(X,Y)— (6:0-2-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.32 10-12 >869 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.80 10-12 >342 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) -0.06 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Wind(LL) 0.04 10-12 >999 240 Weight:175 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* WEBS B2:2x4 SP No.3,B3:2x4 SP M 30 6-13=-2185/1959,6-12=-298/595, WEBS 2x4 SP No.3 7-12=-330/245,8-12=-59/322, BRACING- 8-10=-717/204,3-15=636/476, TOP CHORD 13-15=-575/619,3-13=-940/1211 Structural wood sheathing directly applied or 3-104 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-10-4 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 1 Row at midpt 6-13,8-10 Vasd=124mph;TCDL=5.Opsf,BCDL=5.Opsf;h=18ft; MiTek recommends that Stabilizers and required Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 14 = 1798/0-7-0 (min.0-2-2) 3)Provide adequate drainage to prevent water 10 = 763/Mechanical ponding. Max Horz 4)Plate(s)at joint(s)11 checked for a plus or minus 5 14 = 241(LC 12) degree rotation about its center. . Max Uplift 5)This truss has been designed for a 10.0 psf bottom 14 = -361(LC 12) chord live load nonconcurrent with any other live 10 = -132(LC 13) loads. Max Grav 6)'This truss has been designed for a live load of 14 = 1798(LC 1) 20.Opsf on the bottom chord in all areas where a 10 = 804(LC 24) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= FORCES, (lb) 10.Opsf. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at 2-3=-788/649,34=-1941/1627, joint(s)except Qt=lb)14=361,10=132. 4-5=1716/1421,5-6=-1698/1582, 6-7=-829/305,7-8=-829/305 BOT CHORD LOAD CASE(S) 2-15=-513/838,14-15=-139/331, Standard 13-14=-1804/1600,4-13=-354/397, 13-19=-163/450,19-20=-163/450, 12-20=-163/450,11-12=-188/621, 11-21=-188/621,21-22=-188/621, 10-22=-188/621 WEBS 6-13=-2185/1959,6-12=298/595, 7-12=-330/245,8-12=-59/322, 8-10=-717/204,3-15=-636/476, .... Asrq•Nsne:ur>,'+irseliry tds'id i�A O.USS:s;Y)UR't EilDstitiN!{IUktkRttSi d{'E8!6},':pt0#:(JFYfMI'ksa.tni[hf3!inaas'aserdrer'.adssnRslnn tuip ErnuilDil pills hth,Ii.:'e.1111.lane,A'aldue!se.tons krsrae cltda4e?EO,R(r #+`einaeh ntH;hnsdM§rlLFbis sa3 isehn6saphlasuFyrieedryrsrs[er}#s sexnosrlGPtryttsssbnrer a;[ddsRanwulsgixenhlrnips:+'hta fuessindMue�aLns i:iiadaE,II6nh,ra;ss RlL iitksrp sst*;q&s.;,ht iK.s..'us,s lair Anthony T.Tomb01I:,P.E. ZtadaudstnlnuWur tzlagn+�srls:uti±a ds9[xs,t�ca[lstbnrarpsnatzft) ,uhsudtttlt5e'V,it¢iwnalndic urnlesaiNl.raapnddmi cl nr5:u.:edteisnt .sly ud.migs,i.ulhrm mfha ,izete[xn,nnsr:3(d z60083 #e tdeuiEs:ip^u!(ntrtctc lAsz[s saednn[l:lai4s isuosmtra4s:�es�lrataliaab�-asSSds'I(tsetauiitSf pirskthitlne5t:1,rfiinndhrprslgoln:e,fA<7:''rtnlnnionXmssrttlasstLvE nisst,xu,inn k:�[c7ins ee rnss Km(:anv sdess 44,-15t.Lu ie Blvd. :1sMufseal;a(Mrx.Pndgeen.r9isihsCraaeshr[ilrL;teL•ns Osdpieiisxu KJl l[tiiinr Esst7s:„a f�ssipha igiansdc7iden1.i8 atAzed;e:csmui:'edplEFl. Fort Pierce,FL 34946 tD I hi P�isl16 A-1 Raallassrs-Amha l.lomho 111,P.6 ie rodnaiea dibis daomeat.in as kmis Alfted.4haanhe esivea etmks ao homA-1 loot insses-Aath oyl.Tombol%P.E PIT i aY P Y- P P Y t Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A06 Hip 1 1 A0170483 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:16 2017 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-fQdsmizLaQBBpi4xPYhw8Djg3EabPOZhdPUl5kzowKl 1-0- 5-7-0 B-7-0 17-0-0 23-0-0 314-14 0- 3-0-0 8-5-0 6-0-0 8 4-14 .. 6.00 12 6x8 i 4x6= Dead Load Defl.=3l16 in 6 7 3x6- T 4 5x8-'5 5z86 4 `- 3x4� W4 fry o g a6 3 w W2 - 3 0 n 1 2 3 Bx8= 12 19 11 10 9 aoV 0 3x8= 3x6= 3x3 11 15 14 3x8= 30= 30= 3x6 11 5-7-0 8-0-08r7s0 17-0-0 23-0-0 31-4-14 _� 2-5-00-7-0 8-5-0 6-0-0 8-4-14 Plate Offsets(X Y)— [6:0-4-0 0-1-15] [8:Edge 0-1-12] [12:0-3-8 0-1-81 [13:0-5-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.39 12-13 >705 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) -0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.03 10-12 >999 240 Weight:178 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2*Except* T4:2x4 SP M 30 WEBS BOT CHORD 20 SP No.2 4-12=-1588/1845,6-12=-311/466, WEBS 2x4 SP No.3 7-10=-142/255,8-10=-80/521, BRACING- 3-15=-658/504,13-15=-610/641, TOP CHORD 3-13=-955/1213 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 4-3-8 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 1 Row at midpt 4-12 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; MiTek recommends that Stabilizers and required Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation quide. exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 14 = 1798/0-7-0 (min.0-2-2) 3)Provide adequate drainage to prevent water 9 = 763/Mechanical ponding. Max Horz 4)This truss has been designed for a 10.0 psf bottom 14 = 256(LC 12) chord live load nonconcurrent with any other live Max Uplift loads. 14 = -376(LC 12) 5) This truss has been designed for a live load of 9 = 148 LC 13) 20.0psf on the bottom chord in all areas where a Max Grav ( rectangle 3-6-0 tall by 2-0-0 wide will fit between the 14 = 1798(LC 1) bottom chord and any other members,with BCDL= ( ) 9 = 777 LC 24 10.0 sf.6)Refer to girder(s)for truss to truss connections. FORCES. (lb) 7)Provide mechanical connection(by others)of truss Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 100 lb uplift at when shown. joint(s)except Qt=lb)14=376,9=148. TOP CHORD 2-3=-797/655,3-4==1978/1672, 4-5=-648/143,5-6=538/179, LOAD CASE(S) 6-7=-604/395,7-8=-791/318, Standard 8-9=-696/376 BOTCHORD 2-15=-520/846,14-15=-123/328, 13-14=-1804/1610,4-13=-1839/1724, 12-13=-1326/1577,12-19=-109/491, 11-19=-109/491,10-11=-109/491 WEBS 4-12=-1588/1845,6-12=-311/466, 7-10=-142/255,8-10=-80/521, 3-15=-658/504,13-15=-610/641, 3-13=-955/1213 - i flmt� rtrir•tlt'41 kFilf43z>'i sEn!r@.birsEit[4!t(0!ci°Rss t€Slb S1SOM1:i7Ea tt'hm.tn(r/rsis szs:Yu¢itezleefrnris irtss CE,mlhs;sN,nl.1w»B,1£Ute:eeuStretktwe sse.[a`uzN.'ei:ie'tea ft;r4,nit Wat:�Art!:s rft ttndfa 6r!C@bNnSl.rztLst.z:ys Feliunia,�rcidr-srrtesy".a udzt RlQPrrnnecsau islripne's:aul tgae,Nptrzrnsd 4futr,�pdkrutSlsLtss rj4aelsfie p0�.,rtaln l.i'vrh;s}.zsu.tax!,Is(-gmU'ns,se�drrt; Anthony T.Tombo 1!:.P.E. minezzdisinuhz arWta?u^-ara{nsdr',rldt9nn.dsC�nfsa> irztz=Wndts esfyu,u&rsantst e:d(,3tR;Mn hdikicS;s3z atitll.IfnlF+�dHr( st urtieu,td9t unL iiys�irl.:Myr,ash[naamihvat slz&he Cxrstgxai�t(s 80083 ' fttaiurEea,�nwlkeatttr.l1msMMa1G(Ysel6ttra2us¢dtass°ms><tat[sN,;te�se"sdPt la„resRnS6hlstGsi!it•+FislS.the sfiieeudra 6rmlrnlne.i?61s+nvn Langersd Rn nl tArs�'he r�ss leigxe rrrss Nsit(ey'urr el;nzs!Lwd:rtnu,eeless 4451 St.Lucie Blvd, n3n.iz+katrfjt fre xt uPerlpet h naerlF t€(aatsa nprL;ktttss6ssi}+6p.rrn A8!3t trtiur rrsttax,ce(rrn!rsien(ryeen dart Grp STurfro'ad Incf at uJfxela!(LI, Fort Pierce,FL 34946 fo r`!@2016 A-1 Yootlassm-Ambea l.lamb III,P.6 le mduuian dlhis domment.in as km,is mbiihi.iiheolihe.ehtlta amiWos lmmA-1 iooilmses-Aaihoo 1.Iamb ULP.E P3T d• Y P Y- P P Y n Job Truss Truss Type Qry �P17YASSOCIATED HOMES/SEDONA SKY II67641 A07 Hip 1 A0170484 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:16 2017 Page 1 ID:psB5gYW3NJw5800kSDdX%aIYYj-fQdsmizLaQBBpi4xPYhw8DjifEZ1 POxhdPUI5kzowK1 i-010 5-7-0 8-7-0 13-10-2 19-0-0 21-0-0 26-1-12 31-4-14 1-0-0 5-7-0 3-0-0 ' 5-3-2 5-1-14 2-0-0' 5-1-13 5-3-2 6.00 12 46= 4x4= 7 Dead Load Deft.=1/2 in 8 3x6 4x4 T 3x4 I i 6 49 5 Y 2x4 II 2x4 II 4-- - 5 10 0 aIN 012 = 21 22 14 13 12 23 24 11 �N 3x4= 3x6= 3x6__ I 17 16 3x4= 3x4= 3x4= 3x6 11 5-7-0 8-0-08r7r0 19-0-0 21-0-0 314-14 5-7-0 2-5-00=7d0 10-5-0 2-0-0 10 4-14 Plate Offsets(X,Y)— 112:0-2-14 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.31 11-13 >892 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.82 11-13 >335 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) -0.06 11 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Wind(LL) 0.14 11-13 >999 240 Weight:185 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except* WEBS B2:2x4 SP No.3,B3:2x4 SP M 30 9-13=-129/319,9-11=-719/340, WEBS 2x4 SP No.3 6-14=-250/359,6-15=-2219/2060, BRACING- 3-17=-629/471,15-17=-567/606, TOP CHORD 3-15=-974/1252 Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-10-5 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 1 Row at midpt 6-15 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; MiTek recommends that Stabilizers and required Cat.It;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 16 = 1798/0-7-0 (min.0-2-2) 3)Provide adequate drainage to prevent water 11 = 763/Mechanical ponding. Max Horz 4)Plate(s)at joint(s)12 checked for a plus or minus 5 16 = 271(LC 12) degree rotation about its center. Max Uplift 5)This truss has been designed for a 10.0 psf bottom 16 = -387(LC 12) chord live load nonconcurrent with any other live 11 = -160(LC 13) loads. Max Grav 6)'This truss has been designed for a live load of 16 = 1798(LC 1) 20.Opsf on the bottom chord in all areas where a 11 = 763(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= FORCES. (lb) 10.Opsf. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at 2-3=-779/648,3-4=-1959/1646, joint(s)except(jt=lb)16=387,11=160. 4-5=-1823/1508,5-6=-1801/1638, 6-7=-626/323,7-8=-518/358, 8-9=-636/331 LOAD CASE(S) BOT CHORD Standard 2-17=-511/828,16-17=-140/332, 15-16=-1804/1618,4-15=-254/273, 15-21=-143/395,21-22=-143/395, 14-22=-143/395,13-14=-45/535, 12-13=-253/577,12-23=253/577, 23-24=-253/577,11-24=253/577 WEBS 9-13=-129/319,9-11=-719/340, 6-14=-250/359,6-15=-2219/2060, �Qitr•nefSl�fT�jtdrit�ItifS4h1nA 7rPSia�Slila-y raaftrrlA�(de:.lifl7lr�tl7f{�0�{irr��!�EY:r1•hl4 raar(f:t-(rPG;'{!{@,jR((t�a:tOR]ilt3l r:FIi1'-dTrQril['[�tlti(f it111Sri,IiGN O,rf.r1•C,iltl)Ittlemit R4�[SS l•'4,YJe E�td q'�e lr{r�I( WSi� 1m Es sstaknakCKIC?aif s•Y a er:s.ssgerkim!i yaaistj ipunrasr!neglrosenlsr«as:y7::scm:ck:tadsgnrzas;asre=s:Ger4r ruesipdwm;�sLnt igrafaeee a�srn,resalfil.iisaugns� sas s S s,cshiits! Anthony T.Tombo 11I,P.E. >mdwatitlsinlekrorS lta3u�rr(n;3[erae-9w,ne Csetlsu+�audymf+dnrEtgbsgse,uc!lssm alNl ar,3ttaidelcd�ii¢r;staiit4L ruyputl>IWl'tMerySe�irtrlTei!a6;Ff�iu;>rJs�daq:,i•ss�kfysssae elf-sussr� #80083 ' 2ttrcmr e5pr.a![lsanhc Eaxat saeamtkr:Jalrxrralas�r:rlsnesteswuy-+baryxerse.?tn*ramn$agpiliskitrM-WStu sn!dnes!.�dlnrrurls"ima tA3Llafs4e recrossia?dlsurt�ifsdeermsreurrs,rrsssR!rs rsTeau esinu u:c ilaner,e�ese 4451 St,Lucie Blvd. cle,a4stls.afdh a fr.:edlPesdgstbmltrih taraaesinLrL'/el!nsrlst�Eepu:;a 57 3f pubrf4Fie c G'rss lrsleA Et;nnsdar kaNr,;amriN.zedincern a t!`a:lpllFl. Co i 1a f01b A-1 Faorlmsis-Amhae l.lembo III,P-L is odut6a oitbis dommea6io any k is mhi66td.ithoat the orioea trmissioa homA-1 roadimues-Aubes 1.Tombo@,P.L Fort Pierce,FL 34946 P3T Oh Y Pr f•�-P P Y ti C Job Truss Truss Type my Ply ASSOCIATED HOMES/SEDONA SKY II 1 67641 A08 Roof Special 8 1 A0170485 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:18 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYr-bplcAN?b61 Rv2?EJXzjODep491 Gdtvc_5jzPAdzowK? --0 5-7-0 B-7-2 144 51 20-0-0 25-6-11 1-1-14 -0 3-0-0 5-10-0 5 fi-10 5 6-11 5-10-3 ri 6.00 F12 4x4= 7 3x6 i�- 3x4 G T 3x4 6 8 5 4x6 3x6 J 9 3x4 i 4 W4 6 Iry 3 B is s W2 15 0 12 3 8x8= 14 13 12 11 10 N 0 3x8—3x6= 3x8= 3x4= 1,5x4 II. 17 16 3x4 3x4= 3x6 II = 5-7-0 8-0-08r7r0' 14-3-8 20-0-0 25$-11 3.1-4-14 i 0 2-5-00-7-0 5-8-8 5-B-8 Sfi-11 5-10-3 Plate Offsets(X Y)— (14:0-3-8 0-1-8] 115:0-5-8 Edge] LOADING(psf) SPACING- 2-6-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.09 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) -0.07 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Wind(LL) 0.03 12-14 >999 240 Weight:189 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2*Except` WEBS B2:2x4 SP No.3 4-14=-167911919,6-14=-544/643, WEBS 2x4 SP No.3 7-12=-66/256,8-12=-263/296, BRACING- 9-11=-222/638,3-17=-631/493, TOP CHORD 15-17=-602/603,3-15=-1023/1283 Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-11-5 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10-,Vult=160mph(3-second gust) 1 Row at midpt 4-14 Vasd=124mph;TCDL=5.Opsf,-BCDL=5.Opsf;h=1 eft; MiTek recommends that Stabilizers and required Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;C-C for members and forces 8cMWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 16 = 1799/0-7-0 (min.0-2-2) 3)This truss has been designed for a 10.0 psf bottom 10 = 762/Mechanical chord live load nonconcurrent with any other live Max Horz loads. 16 = 279(LC 12) 4).This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 16 = -392(LC 12) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 10 = -164(LC 13) bottom chord and any other members. 1 Max Grav 5)Refer to girder(s)for truss to truss connections. 16 = 1799(LC 1) 6)Provide mechanical connection(by others)of truss 10 = 762(LC 1) to bearing plate capable of withstanding 100 lb uplift at . joint(s)except Qt=lb)16=392,10=164. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-791/655,3-4=-201511717, 4-5=-497/130,5-6=-422/143, 6-7=-588/356,7-8=-590/357, 8-9=-767/363,9-10=-709/375 BOT CHORD 2-17=-518/840,16-17=-125/352, 15-16=-1802/1624,4-15=-1848/1687, 14-15=-1469/1715,13-14=-141/450, 12-13=-141/450,11-12=-233/627 WEBS 4-14=-1679/1919,6-14=-544/643, 7-12=-66/256,8-12=-263/296, 9-11=-222/638,3-17=-631/493, 15-17=-602/603,3-15=-1023/1283 .................. � Mm3 n!ir�tlr'td N7r1105"r'> Etiil'NAJs€7ft411 rC�A6[tS1EEt'bl. SZN1S'+9EuiAt'hia.rsr kia crze;s:scltedeAssnlEs;nn[:' ar+v 7Cp rtiM1s k6u!LLn»h7,rfistctas SlrAlrrgr ae.lh,'ns r5!srx tdefaSr�,ai: '�• �} fd 1 rat � .! nA` i r gird �k p is lr kn dlnrxlC hN r5l r rFus9esg&¢ ii, tt�gh nolsnnnarlCPn smsazgbriResdr nQeg ah;as;nsa4 j o&fn;sdht Bdtlrne<laduertwr�,�snlna.:ua,�m:s+�s �a r t ie Anthony T.Tombo 111,P.E. adne s!6islntslxurAVrqu:=ngervsraga'd• xs,ce C.edse mi.+dqutu6eblx;ksyxr,hrxs titls Jt, Qtsiti=lwllute;,efradiVl.tugprnsd8rl Mn;GeV.eJJr5rst�+ a1 '>J�kshrz;e,iNtmssrlhee;sSsCsa&snpe!di:7t at' 380083 ltenfigCespe:Waftearfx.Sitsas seturn6rFCalFipat:etrd;als,nr/fitkVrsspxuCssie't6'asc�in S(SrnNssNhstiesaR{i rcr rdauedfrtrnmtsrae-iF111+.vn4t n;rer r?.Pstua#nssdhrtnstCrsymsyrrsss Pscy�[rpavar?n:s 4aAtanx.roless 44515h Lucie Blvd" s3nain 4msdnr(n;rStgeesgx6aEreN';st'esirdlrL lelsssOesFe7'x�uY3 tsk:nq cestraN,ceL ssirshaia;neet!ra}tube;,diagAs:;nl:unmcl:4daltkl, � Fort Pierce,FL 34946 Coprng41 G310i6A-1RoofLstus-Anilosyl.lom6o111,P.E,ieprodasiaa ail6isdoteaent.isaayfssm,isproYibitrd.D600n6exieeapremissioofromA-1 BeolUants-Aal6esyl,lom5a 11LP.E - In Job Truss Truss Type QtY Ply ASSOCIATED HOMES/SEDONA SKY II �. 67641 A09 ROOF SPECIAL 1 1 A0170486 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:19 2017 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-4?J_Oj?DtLZmg9pV5hEdmrLBLRbdeMy7JNizi3zowK_ (-0�0 8 4-12 16-3-0 20-0-0 25-0-11 31 4-14 1-0- 8 4-12 7-10 4 3-9-0 5 6-11 5-10-3 4x6= 6.00 F12 Dead Load DeB.=114 in 6 S. 2x4 II 5 3x4 T 7 3x6 W 5 � A 3x4 \\�, 3x3 II 4 6 \ 8 3c� it ;? \\\ JW 1N W2 �• �� N 1 0 12 18 19 10 9 N 14 13 12 3x4= 6x6= 3x6= 3x8= 3x6— 3x3 I I 5x8= 8 4-12 16-3-0 23-8-3 31-4-14 8-4-12 7-10-4 7-5-3 7 8-11 Plate Offsets(X,Y)— f1 1:0-3-0,0-2-01,[14:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-8 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.19 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.43 10-11 >866 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Wind(LL) 0.12 5-11 >999 240 Weight:189 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD 2x4 SP No,2`Except` Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=18ft; 63:2x4 SP No.3 Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING-TOP CHORD exposed;C-C for members and forces 8i MWFRS for reactions shown;Lumber DOL=1.60 plate grip 2-0-0 oc puriins(3-0-12 max.), except end verticals DOL=1.60 (Switched from sheeted:Spacing>2-0-0).ROT CHORD 3)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 5-5-1 oc bracing. chord live load nonconcurrent with any other liveloads. WEBS 4)`This truss has been designed for a live load of 1 Row at 6- 20.Opsf on the bottom chord in all areas where a 11-14,6-11, 10,7-9 rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members,with BCDL= 2 = 1352/0-8-0 (min.0-1-10) 10.Opsf. 9 = 1262/Mechanical 5)Refer to girder(s)for truss to truss connections. Max Harz 6)Provide mechanical connection(by others)of truss 2 = 284(LC 12) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s)except at--lb)2=296,9=219. 2 = -296(LC 12) 7)Graphical purlin representation does not depict the 9 = -219(LC 13) size or the orientation of the purlin along the top and/or Max Grav bottom chord. 2 = 1352(LC 1) 9 = 1262(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. z TOP CHORD 2-3=-2198/1152,3-4=-1942/1134, 4-5=-1831/1165,5-6=-1891/1362, 6-7=-1400/979 BOT CHORD 2-14=-1158/1872,5-11=-379/432, 11-18=-532/1122,18-19=-532/1122, 10-1 9=-532/1122,9-1 0=-637/1150 WEBS 3-14=-309/384,11-14=-119211904, 3-11=-301/263,6-11=-819/1167, 7-9=-1499/833 NOTES- 1)Unbalanced roof live loads have been considered for this design. llsrs Rmidi nka 6e'41t>:tlif33rifllsl'EFADstlt4S8CUGIir7t5lBlc9 . ,t:i119�:i:Eaihi'Wa.t H an'vi¢dtesdesl+•aapy inn C;dii:titn iC[;ssdNt:tHenl.hsrrem,rEbSamn ftrdltt¢:e ssx Gans rP.,srtesreia4r it4,a(r Widaaxdx tkn sh^-.tensifatie lCiaNn5lt rL ndrsgsrsimai-y5leislry rignny^.i ntnaiiFprsxruesusui:nrdasieku'nd:sy:rnbt rcsias3eq i.6ekdpd6e supsTsns irpalduGelMss¢,aenlru.CeeNuP nsxatsa;:bsCsi�H,+.set,u-Ntitr Anthony T.Tombo II3.P.E. zi.sedeisinnfaa.kllarnff,rria,li[erd�9eu,saGedtm.an.drimrrslsicdai3uirw,Urwrscns9sis:V,Se tt!m�Irdt i;s{eztTrlL TSr gpetldBrl;JWut[ietlauddr tnstai€uiSdsi.daqs,i<.Wics.z:t6ee+{slzEbtks!spe9ii7id =60033 ' le t:FBsiEei n!(sdnEtt.dSmtsd¢saUr l:Jadtx tssSusadrai,hsnsddw tatr�{saisxdS?:Y MxadiiilS6(µttiss+lti'H¢fSl:d ai tshrcndtaisMdrdfwa Rol ir'unMses;a:¢.M.�snl itiss[EttmsBnr,vsy rrsnhses[rs'sea ad?msusArmreGnlrss 44515t.Lode Blvd. ¢1,sxi;rrs?aeiht(w`sdageersgte q ra8gyh d;laanasdrl;irr:nsi,distircrni:691 At rKtiiriisiiflc,¢InstSldeaFiiison dmiddnt,diari4aeiSncsm es dc`,ida Itbt, Co Sff B16 A-1&oat lmises-Ambss Llomho 11),P.E is mdatt'en 011%damamat,in as rum,is rabibited.ithw the wintea esmissioa hem A-1 iooiitosses-Arches 1.Ierbo 111,P.E Fort Pierce,FL 34946 PY<i4h T P Y' P P Y ' Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A09L Roof Special 1 1 A0170487 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s•Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:20 2017 Page 1 I D:psB5gYW3NJw58OOkSDdXfwzlYYj-YCsMb3OrefidHJNieOlsl3uNOrxGLpQHYOSW DWzowJz --0 0 8-0-12 16-3-0 20-0-0 25-8-11 31-4-14 -0 8 4-12 7-10-4 3-9-0 5-6-11 5-10-3 46= Dead Load Detl.=1/4 in 6.00 F12 6 1.5x4 II 5 3x4 7 T 7 3x6- W 5 3x4 i4 3x83 II 3 W2 6 I� N 3 r 1 9 v o 0 12 19 20 10 3 = N 14 1 3 12 3x4= 15 3x6= 3x8= 3x6= 3x3 11 5x8= 8-4-12 AN 23-8-3 31-4-14 8-4-12 7-10 4 7-5-3 7 8-11 Plate Offsets(X Y)— [9:0-4-8 0-1-8] [11:0-3-0 0-2-0] [14:0-3-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.19 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.43 10-11 >876 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.14 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.12 5-11 >999 240 Weight:192 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2*Except* 1)Unbalanced roof live loads have been considered B3:2x4 SP No.3 for this design. WEBS 2x4 SP No.3*Except* 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) W8:2x4 SP No.2 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; BRACING- Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) TOP CHORD and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 3-1-11 oc exposed;C-C for members and forces$MWFRS for purlins, except end verticals. reactions shown;Lumber DOL=1.60 plate grip BOT CHORD DOL=1.60 Rigid ceiling directly applied or 5-5-12 oc bracing. 3)This truss has been designed for a 10.0 psf bottom WEBS chord live load nonconcurrent with any other live 1 Row at midpt loads. 11-14,6-11,6-10.7-9 4)•This truss has been designed for a live load of MiTek recommends that Stabilizers and required 20.Opsf on the bottom chord in all areas where a cross bracing be installed during truss erection,in rectangle 3-6-0 tall by 2-0-0 wide will fit between the accordance with Stabilizer Installation guide. bottom chord and any other members,with BCDL= 10.Opsf. REACTIONS. (lb/size) 5)Bearing at joint(s)15 considers parallel to grain" 2 = 1325/0-8-0 (min.0-1-9) T value using ANSI/TPI 1 angle to grain formula. 15 = 1236/0-3-8 (min.0-1-8), Building designer should verify capacity of bearing Max Horz surface. 2 = 279(LC 12) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 100 lb uplift at 15 = -290(LC 13LC ) joint(s)except at--lb)2=290,15=215. Max Grav 2 = 1325(LC 1) LOAD CASE(S) 15 = 1236(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2153/1128,3-4=-1902/1111, 4-5=-1794/1141,5-6=-1852/1334, 6-7=-1371/959,9-15=-1236/707 BOT CHORD 2-14=-1 134/1834.5-11=-371/423, 11-19=-521/1099,19-20=-521/1099, 10-20=-521/1099,9-10=-624/1126 WEBS 3-14=-302/376,11-14=-116711866, 3-11=-295/258,6-11=802/1144, 7-9=-1464/816 Your-Flex emq!¢nner 6e7l tOC;IMi4S�x'r:l)nfi3ll l':lYS6L7%GIIIEIS(7f?OY lCfl'}idi.6if4KYEtPhn rnd(himperhan{rn/pksn^a:innk4pOnry[IOC}wltle l,6wrr.lnkt®,rEldnmTm!let em.Com klmisecCernRr R�.erh . WtrtcaMrdehs skOk.rretxs�roRxle.d(.u�rmsoevu hrs{:s.,aurer GF.n:,eelmnn(m,rynsrmmrcpmraat<:hss�,leyoymFscee+rh;s�trs�rle:urk r :Fgenrxmonq.rdamt.rxtn +;x :,I�urndnnc umltar.l Anthony T.Tombo Ill,P.E. n9.xdit,r.,wm74ilixr uCe 480083 ' Il.b:Uv(O!signalW4.On.AOntes sdMUlkIDOnlle rnEixi nlpiedues.IrieloOEq OeEEHI SfthOerrtetivm(1(SQrdfi)a/lrlfi nlSlG reidnece(IxinSdptlre�rFLlednesRi xsinu�alaa.dAtiesd R.LntOeFpx,?xa�!q.h�seenFlnnHmhdnu;nleu 44515t.Lucie Blvd, .en,exafnal,.eanmgreagn�vierayu7raan:Imk:dtp[n:soninrr�rls[Ire.wiugo<dpa,ertxesFdrsupmexo!nri tnp.snmradea!erasmrsa�rdrclttt. Fort Pierce,FL 34946 (opyright'�1QI6AIAeofTmsszs-AnthooyLTembnOl,P,F.Repiodudinot this duomeofjouoylorm,ISprebibiledwhoulthenrltlenpemissionhmA-lRooffusiSei-ArdonyT.laube III,P.I. r Job Truss Truss Type Qty PIY ASSOCIATED HOMES/SEDONA SKY 11 67641 A10 Hip 1 1 A0170488 '* Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:21 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwclYYj-OOQIpP1 TOygUvTyuC5G5rGRWhFG14CXQngB3myzowJy j-0�0 B-4-12 16-31 19-0-0 21-0-Q 26 6-8 31-1 4 37 4-0 1-0 8-4-12 7-10 4 MEN '2-0-0' 5-0-8 4-6-12 6-2-12 5x6= 5x6= 6.00 12 Dead Load DeB.=5/8 in 2x4 II 6 7 5 4 5x6 3x6 T 8 W 3x4 44 2x4 II 3 9 0 5x8 W2 10 3 15 13 1 ��19. 1 0 2 6x8= 14 6x12= m N 0 3x8= 18 17 16 12 11 3x6 4x10= 3x6= 3x4 II 2x4 II 6x6= 2 16-3-0 19-0-0 21-0-0 31-1 4 37 4-0 8-0-12 7-1013 2-9-0 2-0-0 10-14 6-2-12 Plate Offsets(X,Y)— [2:0-2-9,0-1-81,[6:0-3-0,0-2-01,[7:0-3-0 0-2-01 [8:0-3-0 0-3-0] [15:0-2-8 0-2-81 [18:0-3-8 0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.33 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.98 13-14 >455 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.32 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.24 14-15 >999 240 Weight:239 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2`Except' WEBS 133,135:2x4 SP No.3,134:2x4 SP M 30 3-18=-417/403,15-18=-1260/2291, WEBS 2x4 SP No.3*Except* 7-14=-329/646,8-14=-723/610, W10:2x4 SP No.2 8-13=-595/1057,6-15=-824/1113, BRACING- 10-1 3=-1 554/2966 TOP CHORD Structural wood sheathing directly applied, except end NOTES- verticals. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 5-3-9 oc bracing. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) WEBS Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; 1 Row at midpt 15-18,6-15 Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2)zone;cantilever left and right cross bracing be installed during truss erection,in exposed;C-C for members and forces 8,MWFRS for accordance with Stabilizer Installation guide reactions shown;Lumber DOL=1.60 plate grip DO .=1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 1561/0-8-0 (min.0-1-13) ponding. 11 = 1474/0-3-8 (min.0-1-12) 4)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 195(LC 12) loads. Max Uplift 5)•This truss has been designed for a live load of 2 = -327(LC 12) 20.Opsf on the bottom chord in all areas where a 11 = -278(LC 13) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 2 = 1561(LC 1) 6)Provide mechanical connection(by others)of truss 11 = 1474(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb)2=327,11=278. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-2661/1442,3-4=-2579/1466, 4-5=-2471/1497,5-6=-2533/1692, 6-7=-1809/1221,7-8=-2093/1277, 8-9=-3515/2065,9-10=-3514/1925, 10-11=-1437/861 BOTCHORD 2-18=-1223/2287,5-15=-375/436, 14-15=-704/1802,13-14=-1164/2358, 9-13=-308/350 WEBS 3-18=-417/403,15-18=-1260/2291, 7-14=-329/646,8-14=723/610, 8-13=-595/1057,6-15=-824/1113, anur-nas,m,sertslp,serWl fall murs;s.9un;-.1rau luse r,:al tni„rc,:sn,ne:nr ,na,rust 00p1hs.iq;rrclsd as e0sarr.lmk9tr,xa,ssmtdne.a odmoaa.in,ahfua,rcD,,dr MT,tcaM0,1rsti0h11,ti.V7004r„dl.As.ImSDtwlipusti.e.Srsmbybes�a:s!dnslMislausa-pustddsrn4silsmlarye.•arrorys:6Lg6;1xhupdtewo 1m;Aptdn re166ed1,uf.Mi.Nis,h, F.,,kialts.Mus.ssasVol Anthony T.Totrlbo lIl,P.E. Nnditil-is,artrilxlsae supstiifrydaeane,hand,o$arstfueduask7lag Caiga,uasuduldtisava.Rlulfpbal'.n.7tugud:ntRFl.Re,nnddaslDDntalfisld.udfl:rnn;ad,Cykslfer.slceis,isAs"emm�e Feurs1d11,4ns1nsisJiryd �80083 ' ae Glfs7 Dnipaul6rt,art,iDutnsd sd'on:lDO arat rnsdrc,nlrss:I6adnrlsCSq 6:pxulSd,a hfisadisalttSRrd6.kflr rflnl SlG snelanstix rsadrsifss•.e.INl ieSsn@s resrnsleies nlC,n:sd2hns4.sF,ea,inss 4:gsfyse,rallrtss 4rdsdney sdm 4451 St.Lucie Blvd. na.,lt�dnelnnmeoxd:in srrsetfd rrm,annd.l;rnoo soul nriamraauganip,;nTnntla�r,rwndalwau}nDmladc,la tmnadnrzmt Fort Pierce,FL 34946 (appighl02016 A-1 Rod Losses-AethonyT.Tombo Ill,P.L Rquadodim alibis dotamanlAmy form,is pmbbiled wabous she snitten petmissiaa ham A-I RoolLosses-Aatbonyl.leabe ill,P.E. S' Job Truss Truss Type QtY Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A11 Hip 1 1 A0170489 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:22 2017 Page 1 I D:psB 5qY W3NJw5800kS D d XfwzIYY-Ua_701269 GyKXdX4mpoKN UziwfcxpfQa 0 Kxd I OzowJx -0 0 8 4-12 16-3-0 1 0 23-0-0 31-1 4 37-4-0 -0- 8 4-12 7-10-4 0-9-0 6_0 8-1-4 6-2-12 ^ 5x6—_ Dead Load Defl.=7/16 in 6.00 12 3x6 11 5x6= 5 6 T.3 7 3x6 5x6 T W5 ;VW17 3x8 MT20H-', , 3x4 i4 3 89 T 4x8 ao W 10 3 15 13 0 m 2 22 23 14 10= m N 0 3x8= — 18 17 16 12 11 3x6 4x10= 3x6= 3x4 II 2x4 II 6x6= 6x8= 8 4-12 16-3-0 1 -q-0 23-0-0 31-1 4 37 4-0 8-4-12 7-10-4 0-9-0 6-0-0 8-1-4 6-2-12 Plate Offsets(X Y)— [2:0-2-9 0-1-81 [6:0-3-0 0-2-0] [7:0-3-0 0-2-01,[13:0-5-12,Edge],[15:0-2-8,Edgel,[18:0-3-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. I in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.20 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.62 13-14 >724 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.32 11 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Wind(LL) 0.23 14-15 >999 240 Weight:228 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2*Except* T4:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2*Except* 3-18=-422/397,15-18=-1239/2312, 83,135:2x4 SP No.3,134:2x4 SP M 30 6-15=-784/1094,7-14=-218/619, WEBS 2x4 SP No.3`Except' 8-14=-1241/912,10-13=-1590/3006 W9:2x4 SP No.2 BRACING- NOTES- TOP CHORD 1)Unbalanced roof live loads have been considered Structural wood sheathing directly applied or 2-2-0 oc for this design. puriins, except end verticals. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD Vasd=124mph;TCDL=5.0psf;BCDL=S.Opsf;h=18ft; Rigid ceiling directly applied or 5-4-0 oc bracing. Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) WEBS and C-C Exterior(2)zone;cantilever left and right 1 Row at midpt exposed;C-C for members and forces&MWFRS for 15-18,6-14,8-14 reactions shown;Lumber DOL=1.60 plate grip MiTek recommends that Stabilizers and required DOL=1.60 cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water accordance with Stabilizer Installation quide. ponding. 4)All plates are MT20 plates unless otherwise REACTIONS. (lb/size) indicated. 2 = 1561/0-8-0 (min.0-1-13) 5)This truss has been designed for a 10.0 psf bottom 11 = 1474/0-3-8 (min.0-1-12) chord live load nonconcurrent with any other live Max Harz loads. 2 = 180(LC 12) 6)'This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 2 = -315(LC 12) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 11 = -263(LC 13) bottom chord and any other members,with BCDL= Max Grav 10.Opsf. 2 = 1561(LC 1) 7)Provide mechanical connection(by others)of truss 11 = 1474(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=315,11=263. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-2662/1423,3-4=-2586/1440, 4-5=-2478/1471,5-6=-2540/1672, 6-7=-2013/1289,7-8=-2358/1320, 8-9=-3384/1929,9-10=-3527/1927, 10-11=-1421/838 BOT CHORD 2-1 8=-1 206/2287,5-15=-366/465, 15-22=-871/2062,22-23=-871/2062, 14-23=-871/2062,13-14=-170113193, 8-13=-78/479 WEBS 3-18=-422/397,15-18=-1239/2312, tYcN)-Flavdemsmrnrur W11101 TIMnfSflET0E1J11:L116DOERS M?OY'14T1"lim.,,:E45Y:M loft v,.4 up kssr_ehrc ntmlwhruf�e''tlnuhfip Onr'10MA6,11hN1.1.43,EE1dr:—SiMMae re.Edrt U-,sdeim 9,im,nll ILLlmm�ttlm,skOks/lrst,CCult edl A,eG Anthony T.Tombo III,P.E. .1.d0.,T«n 0.K my tdll,fn6enspnu:l�}d6O.ert,de Ondsa rmrie;tdn ne Wli,j Omg«,h'!e«ded,fns O(,dt lttullu l>?Iw111elrosenllril.tk epmddGt DRNm,�fidleude,T«a-ud,liyk,Iv}.4uge,usir'eMenRFe ysidll le sl,esnJityd =80083 dt lclf«14sip:ani 6zw,drt.Atledessd,dwl�1OCn13e E«e1,enlp:ielnndfie trd6q(,c;nnl SehlrldtrmfieeltSPlplfiltl 11 In nlSClc,rdnn«/furpord rylent.IKllefutslk ngnsti!vsulb:Meill;LneOesi¢n,i«rs Ce:ip(y*seantln¢Vudedn«,tdns 44515t.Lucie Blvd. ,d�rn,iefmdMt(wnodWcdePe!e Herr,IJ dllaroeslmOd.ldP Errs Ctded lauls[C4A,hIs�gOnlprr;ertonstM[gb,w ofiq k;Nirt.al«sedeel:nauius ddiN'x Tl1. Fort Pierce,FL 34946 UppiRbi02616AdRoffasses-AmhonyLTomboIll,P.f.Rtplododi000fibisd-saw.invyform,ispsohibiledwhhoulthewrittenpermissionfromA4Reofftusses-AmhanyLTombbIll,P.E. >. Job Truss Truss Type Oty Ply ASSOCIATED HOMES/SEDONA SKY II r. 67641 Al2 Hip 1 1 A0170490 Job Reference(optional) At'Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:23 2017 Page 1 I D:psB5gY W3 NJw5800 kS DdXfwzlYYj-yn W E53kwa4 B8 n6 H KWJZwh WtK2zpY5 Bj E_gAggzowJw 1-015-0-0 20-8-4 25-0-0 31-1 4 37-4-0 0 7-9 4 7-2-12 5-8-4 4-3-12 6-1-4 6-2-12 6.00 12 5x10 2x4 11 5x6= Dead Load DeO.=1N16 in 5 6 7 3x6 T 3x4 i 4 2x4 II 8 3 6 4 c? 0 4x8 W2 RA - 9 1 3 12 0 1 2 5 5x10= 21 22 6x12 Rrm to N o 17 16 15 14 11 10 3x6= 1.5x4 I I 3x8 MT20HS=4x10= 2x4 11 2x4 11 6x6= 7-9 4 15-0-0 20-5 4 25-0-0 31-1 4 37 4-0 7-9 4 7-2-12 5-8 4 4-3-12 6-1 4 fi-2-12 Plate Offsets(X,Y)— [7:0-3-0,0-2-01,[13:0-4-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.43 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -1.24 12-13 >361 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.30 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.23 12-13 >999 240 Weight:223 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2`Except* T4:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2'Except` 3-17=0/290,3-15=-665/527, B3,B5:2x4 SP No.3,134:2x4 SP M 30 13-15=-789/1877,5-13=-439/1014, WEBS 2x4 SP No.3`Except* 7-13=-172/623,7-12=-829/1343, W9:2x4 SP No.2 9-12=-1537/2997 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied, except end 1)Unbalanced roof live loads have been considered verticals. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Rigid ceiling directly applied or 5-3-9 oc bracing. Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=113ft; WEBS Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 3-15.7-12 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;C-C for members and forces&MWFRS for cross bracing be installed during truss erection,in reactions shown;Lumber DOL=1.60 plate grip accordance with Stabilizer Installation guide. DOL=1.60 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 2 = 1559/0-8-0 (min.0-1-13) 4)All plates are MT20 plates unless otherwise 10 = 1476/0-3-8 (min.0-1-12) indicated. Max Horz 5)This truss has been designed for a 10.0 psf bottom 2 = 165(LC 12) chord live load nonconcurrent with any other live Max Uplift loads. 4 2 = -300(LC 12) 6)`This truss has been designed for a live load of 10 = -248(LC 13) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1559(LC 1) bottom chord and any other members,with BCDL= 10 = 1476(LC 1) 10.Opsf. 7)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 100 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint(s)except Qt=lb)2=300,10=248. when shown. TOP CHORD 2-3=-2702/1440,3-4=-2064/1173, LOAD CASE(S) 4-5=-1958/1202,5-6=-2458/1473, Standard 6-7=-2470/1470,7-8=-3626/2129, 8-9=-3538/1888,9-10=-1438/836 BOTCHORD 2-17=-1235/2332,16-17=-1235/2332, 15-16=-1235/2332,6-13=-324/242, 13-21=-968/2153,21-22=-968/2153, 12-22=-968/2153,8-12=-426/485 WEBS 3-17=01290,3-15=-665/527, 13-15=-789/1877,5-13=-439/1014, gnat-flow nun;urre.Ka tu•{t m:t nnss;ulsuy;(�au taus s ennincs rostauFarrl:(¢ren:(Wunrmn r�a!aeunp;c:nc w:nr�s u3s r.�ssH,iP om.�p(�;wn:emit.tvs<mrt rr.�m,sw:{a�:.e niss,�.�u mdw ne moat; IL6tommr{letrs sienkts<tixrlem-0n{e tit{srtnrsomg b{eaxrte,ae.tpF<rlue4 ft-dumyl)lfpsu—mIten dnttr4r:dn0 up—p.psmatryba ds,.p lne sisd:rm;filddnthmOesir,uin III].Mhsgsnusrses,ttdmi tn4'i:txua,scer Anthony T.Tombo Ill,P.E. ut.reJn<c irns ixomr leaaxe lone mpttiiLgdd Onn,�use<t, uee ged:to:Mlr�o::�e,aat::nmdrs,u�a,�ttau;a��(ru��r.�atm-t.rota:"dentmeate;n:itRtnatr�::smr�xa�.da:iris�,wta.wna�r,I�s,att,r�,rtaa;d 380083 ' m{��sao:slra¢1urmm.anu!nsdtdsrctoeul3errtG¢s:d@;e:rrind�r.trtrb t:dstshiaszaasp(snrs5 or!rmsaAs,t�d�u:<orxp7dpm�t.mtiarantnstMsbNaat[mudmtrncn:Hrr,t�t:se::��tyuean�s:u ;mu,uius 4451 it.Lucie Blvd. tnavle:i:fnMydwneaspwdgnJnGy lr o7�ties 4nhd.tha Gan0edu 6;o:sr is Ellndo8li:{Ungxt;wLosssln::Gr�do!ntloaOs{.Al aiodttnnacnus adtd!sn{L Fort Pierce,FL 34946 (opysiobt 0 2016 A i Roof asses-AmhooyLlamho 111,P.E.Reptodurlan alibis domment.in any form,is prohibited witboutibe written permissmafrom Ad Roofhasses-Aalhonyl.Tomb Ill,P.E. Job Truss Truss Type �Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 A13 Hip 1 1 A0170491 _ Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:24 2017 Page 1 I D:psB5gY W3NJw580o kSDdXfwzlYYj-Qz6tRR3M htC2mwhTtEgoTv33pS FNH1MtTeQkM HzowJv 1-0- 7-10-11 13-0-0 20-0-0 27-0-0 32-1-6 37 4-0 -0- 7-10-11 5-1-5 7-0-0 7-0-0 5-1-6 5-2-10 5x6= 1.5x4 It 5x6— Dead Load Defl.=3/8 in 4 5 6 6:00 '*. 121.5x4\\ 4x4 3 7 0 3x4 11 8 M 1 212 Ir° <jI 1 o 14 18 13 19 12 11 20 21 10 9 3x4= &B MT20HS-- 3x8= 3x6= 3x4= 6x6= 3x8= 10-3-4 20-0-0 29-8-13 374-0 10-3-4 9-8-12 9-8-12 Plate Offsets(X Y)— [2:0-4-12 0-1-8] [4:0-3-0,0-2-01,[6:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.27 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.61 10-12 >726 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr.. YES WB 0.52 Horz(TL) 0.14 9 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.15 12-14 >999 240 Weight:198 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'ExcepY WEBS B2:2x4 SP M 30 3-14=-353/421,4-14=-284/585, WEBS 2x4 SP No.3 4-12=-149/482,5-12=-485/396, BRACING- 6-12=-295/730,7-10=-22/254, TOP CHORD 7-9=-1979/1036 Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 2-2-0 oc bracing. for this design. WEBS 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) 1 Row at midpt 7-9 Vasd=124mph;TCDL=S.Opsf;BCDL=5.Opsf;h=18ft; MiTek recommends that Stabilizers and required Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip REACTIONS. (lb/size) DOL=1.60 2 = 1561/0-8-0 (min.0-1-13)' 3)Provide adequate drainage to prevent water 9 = 1474/0-3-8 (min.0-1-12) ponding. Max Horz 4)All plates are MT20 plates unless otherwise 2 = 150(LC 12) indicated. Max Uplift 5)This truss has been designed for a 10.0 psf bottom 2 = -284(LC 12) chord live load nonconcurrent with any other live 9 = -230(LC 13) loads. Max Grav 6)`This truss has been designed for a live load of 2 = 1561 LC 1 20.Opsf on the bottom chord in all areas where a 9 = 1474(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the c bottom chord and any other members,with BCDL= FORCES. (lb) 10.13psf. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)Provide mechanical connection(by others).of truss when shown. to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)except at--lb)2=284,9=230. 2-3=-2637/1417,34=-2409/1401, 4-5=-2134/1306,5-6=-2134/1306, 6-7=-1976/1159 LOAD CASE(S) BOT CHORD Standard 2-14=-1205/2268,14-18=-873/1877, 13-18=-873/1877,13-19=-873/1877, 12-19=-873/1877,11-12=-760/1665, 11-20=-760/1665,20-21=-760/1665, 10-21=-760/1665,9-10=-854/1640 WEBS 3-14=-353/421,4-14=-284/585, 4-12=-149/482,5-12=485/396, 6-12=-295/730,7-10=-22/254, 7-9=-1979/1036 Ynhr-FlussCunf!¢re.4.WAdi0rA613'S[IStI?.0411I'm a00iRUISM?M11 u,T:tit([E1VD;4[1rh'arr:Atteuprn:Rersninduktueisimsre4pNsras(I[:')ms!lr ldmrl.Suh r,r'_te!—SiWkefae m Etltu Aemin vEhim at M.-It ' SLisis emttltltfsld[ktaikr3ti0ahlttdilfeTmf0evphtesxL,Siemet&pz:4M1ssedumyla0tyrtsuhmsetttatdfitpdrshsdnshuryrorxddAlrSt/tapollederhins;tq. u1cT60edr,uial&i.Tzhdpnnapx;4srtimlautBaal+ter.: Anthony T.Tombo III;P.E. n/tndsss iassfaui hiti+shtke ngnnifmdN 0—,1% ds aes.md gito de bifut D:vpa,h4tudeddtittrLRe[K.H. V1fir4ta1 M4.14 emr,dd6tNOdr/M.9Mrmy6drC rMiloy,slatse,usteF.ttisulF.n: At.h&n!imiieiryd =80083 ' mreDfaroeu><aa.Rltraeaa.suadesrdrdhtviornleepsmasntr>'edhtsnmhrreppaettualwaatma;sagra6�serylnalsulmtdanllerrx:apn,ar.Tnit�xsntreetns�iesnlhmsdlmsoes�ea,i!eno<:Re[7.naatlnssumn;mn,nlm' 4451 St.Lucie Blvd. eemm:hhablrtraamtgudpna n4xaeyrlramsluehti ihlussDes!m h7hee,hFlMkilht Oeslpu,uLnsAdu Gs�a datylt,llar.Slluiadtd!nas otud£ael¢ilsl. Fort Pierce,FL 34946 (opyright�1016AJAAao(Lrsss•AnhonyLtouhoill,P.I.Reptadoniand ibis domment'haoyform,isptobliedxithoutthewinenpemissiaohamA-0iaolfmsses•Anihauy1.fambo III,F.L .r Job Truss Truss Type Qly �PIYTASSOCIATED HOMES/SEDONA SKY II - 67641 A14 Hip 1 A0170492Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:25 2017 Page 1 I D:ps B 5qY W3 NJw5800kS DdXfwzlYYj-u9g Fen4—SBKvO4 GfRxL1?6 b CNs en00j Oi I9HvjzowJ u i1-0-Q 7-5-9 11-0-0 20-0-0 29-0-0 37-4-0 1-0- 7-5-9 3 6-7 9-0-0 9-0-0 8-4-0 1.5x4 11 Dead Load Defl.=5/46 in Sx10 3x8 MT20HS= 5x10 4 5 6 7 6.00 12 1.5x4 3 XW3M 5x6 d 8 v 1 2 ]� o m 14 13 12 11 18 10 9 3x8= 3x4= 3x6= 3x8= 3x6= 5x6= 4x6 11 11-" 20-" 29-0-0 37-4-0 11-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)— [2:0-4-12,0-1-8),[8:0-3-0,0-1-8),[9:Edge,0-3-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.20 14-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.57 14-17 >779 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Wind(LL) 0.16 12-14 >999 240 Weight:191 lb FT=20% LUMBER- TOP CHORD 2x4 SP M 30'Except' NOTES- T1:2x4 SP 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30*Except* for this design. B2:2x4 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) WEBS 2x4 SP No.3 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; BRACING-TOP CHORD Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope)Structural wood sheathing directly applied or 2-2-0 oc and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for BOT CHORD pT except end verticals. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 5-11-15 oc bracing.WEBS 3)Provide adequate drainage to prevent water 1 Row at midpt 7-12 ponding.4)All plates are MT20 plates unless otherwise MiTek recommends that Stabilizers and required indicated. cross bracing be installed during truss erection,in 5)Plate(s)at joint(s)13 and 11 checked for a plus or accordance with Stabilizer Installation guide. minus 5 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 2 = 1561/0-8-0 (min.0-1-13) loads. 9 = 1474/0-3-8 (min.0-1-12) 7)'This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 2 = 135(LC 12) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members,with BCDL= 2 = -266(LC 12) 10.Opsf. 9 = -253(LC 8) 8)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 100 lb uplift at 2 = 1561(LC 1) joint(s)except(jt=lb)2=266,9=253. 9 = 1474(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-2627/1417,3-4=-2350/1319, 4-5=-2543/1488,5-6=-2543/1488, 6-7=-2543/1488,7-8=-2074/1075, 8-9=-1397/812 BOT CHORD 2-14=-1210/2262,13-14=-961/2065, 12-13=-961/2065,11-12=-805/1753, 11-1 8=-805/1753,10-18=-805/1753 WEBS 3-14=-293/355,4-14=-151/475, 4-12=-308/677,5-12=-627/504, 7-12=-491/1016,8-10=-662/1587 Ytul-rtnsnm411,t..W1 I ITU WIES;sc ni[Olt liM 1050IIL5(O3i0MS-te1XJUIVEr"04'rb.T,.*(OpF.tacat act a4satic tnn dcipL4cxy{S0."i uloe/cnwrT.6xN 4tEidc 7SSenOdre�e.eehacCaaiuCAefn6e lE0,edr IGi,lazrmrp'd,ssShckuetWSe ihOe!<sdts,tSmsOesGs�ajls,Spd^sfs :cG!,�najR,rgacarioaarardmp 4aiad a�vtulm}n:Jai,hrtlr l:apdfie Wsk rm,teradnikl0ha¢,atalNl.Iklc.pmcoians,kfss meascs,mmltlel; Anthony T.Tornbo III,P.E. atradhsLm la:R kiL4x;tslte u,pnSlcr d&Ona,Ee Gnn coMarlgsd n 9ed 1fcl enpa,udxadeddh,QGfir It[a/rn Ird}'IGq,d,ntlt4L Ge en:nd dfie IOhaf oyfi:9mdtic L,s:cdefytudat,dnese,usls":eliwnt F.nns sShcle px n<IasnaRpd: 3 80083 ' tl,1,t�wsl� netreua.mrdnedma�Toentrxpa�asedp:r,nvl,as/r p,nlssn mrmopQlde�nrmafmaa„anamsxl�sdptrs.Irrlifi,aetarrayaaafnaasTossn: ..... 4451 5t.Lucie Blvd. mn.aeiefinedlrc;ahW,pnEpnleneaiyatproashnfid.ImtrasOsdnEcgmsrislOTtlrlaIfivrOnt}ca,ertn,sslmsrgrraofnrkr.Ilr+p.9tatodossma;maaAnlfittF1' Fort Pierce,FL 34946 (oppight1)2016A4Rool Trusses-AntbaoyUambo III,P.L Reprodoaunofthisdommest,is any form,ispmbihitedwiihounhesnfieo permission from A-IRc 11inisses-AnthooyT.TomboIII,P.L 1 Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 'I 67641 A15 Half Hip 1 1 A0170493 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:25 2017 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-u9gFen4—SBKvO4GfRxL1?6bFvsbMO2sOil9HvizowJu 1-0- 9-0-0 16-0-12 23-2-0 30-3-4 37 4 0 -0 9-0-0 7-0-12 7-14 7-1-4 7-0-12 h Dead Load Dell.=5/8 in 5x6= 3x4= 5x8 3x6= 3x4 II 6.00 12 3 14, 5 7 W2 W2 s 1 2 <jI 13 12 11 10 9 8 3x4— 3x8 MT20H5= 3x4= 3x8 MT20HS= 3x4= 6x6= 3x8= — 9-0-0 19-7-6 26-&10 37-4-0 9-0-0 10-7-6 7-1 4 10-7-6 Plate Offsets(X,Y)— [2:0-8-0,0-0-101,[3:0-3-0,0-2-0),[5:0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.33 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.92 11-13 >483 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MSH Wind(LL) 0.21 11 >999 240 Weight:184 lb FT=20 LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T1:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD 2x4 SP M 30*Except* Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; B2:2x4 SP No.2 Cat.ll;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;C-C for members and forces&MWFRS for TOP CHORD reactions shown;Lumber DOL=1.60 plate grip Structural wood sheathing directly applied or 2-2-0 oc DOL=1.60 purlins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 2-2-0 oc bracing. 3)All plates are MT20 plates unless otherwise WEBS indicated. 1 Row at midpt 4-13,6-8 4)Plate(s)at joint(s)12 checked for a plus or minus 5 MiTek recommends that Stabilizers and required degree rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation cjuidp chord live load noncwncurrent with any other live loads. REACTIONS. (lb/size) 6)*This truss has been designed for a live load of 8 = 1472/0-3-8 (min.0-1-12) 20.Opsf on the bottom chord in all areas where a 2 = 1563/0-8-0 (min.0-1-14) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Harz bottom chord and any other members. 2 = 200(LC 12) 7)Provide mechanical connection(by others)of truss c Max Uplift to bearing plate capable of withstanding 100 lb uplift at 2 = -303(LC 9) joint(s)except Qt=lb)8=377,2=303. Max Grav 8 = 1472(LC 1) LOAD CASE(S) 2 = 1563(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-2589/1215,3-4=-2222/1197, 4-5=-2964/1510,5-6=-2422/1204 BOT CHORD 2-13=-1191/2200,12-13=-1587/2937, 11-12=-1587/2937,10-11=-1499/2867, 9-10=-1499/2867,8-9=-997/1851 WEBS 3-13=-163/707,4-13=-856/468, 6-8=-2171/1185,6-9=-336/929, 5-9=-704/467 Y tevul.reev emuklrnne*�e'1110ufnrSSB(1FLEf j.Tr3ll IlXsfi f[naIIICS IdnOYj WTYplfi6;3:trbst;dT lore lnJrieuprn_!mtutndn:'e!nCit Lmtreligsmevig{IrLyml6,IdinrT.Ies,®;rEle!cna f'w!tdxere kksr,le.l!e Tatelq@e la0,,dr ; ILhrrom,m dlmcsadn:,seekSef00uless:tss,r!rs0:sv.f,r;:x{�,Iremesusi�s.a::",Inert[.nrn!msnrcgmramrrde:ami<ymr:Wyse:ne:Ltdrylx3r trapdmc:kderm:eq anatito-onit,�ta lrn.iseie:�u:,�ren, ar ndelns,na!tu.ry Anthony T.Tombo llI,P.E. n,n::Irfi!imsk:�du site:ntprtr,:uryaaann,�a.ee<sensnkdyednd:r�u�gon�,ua<nn,ddusu4marastab�ie,ilr�tewnrm"Ln,ennui,fanroe,Inifidamdaeintt;keangfasevydaq:•�nt�xm.ntkn:I:tdihn,se;Inirumd: 180083 ' u,r,gragni> euf,m,dn.niMn!d,d i.WNW 3m d,Wnlsddt lrnd stta.-fi'!— f—dpit...Init,enn,ntlntmidk:nlamn dlal,wV!gier,T-O,!y,bp—lln¢0-fidnn...1. 44515t.Lucie Blvd. etlnrisrkhmHks(r4m,gedgnavierm lyddpmn kn61.ih(nn0es:n Ggher is lOnl,uddigOeslpr,aLnsdrrn 6tbsn d,q kelikg.IlIgUc,lkra;r,nddrrlkTIO. Fort Pierce,FL 34946 (opyrigb102016AdroofTrumas-AntboeyVambo III,P.F.Atpmduniamofflis document,inny farm,isprob'Redrifbowbesniren permission from A4AnofTressas-ArdooyLTambo III;P.F, Job Truss Truss Type city Ply ASSOCIATED HOMES/SEDONA SKY II �. 67641 A16 Half Hip Girder 1 2 A0170494 Jab Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:29 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-nxvmU87V WQgLsiZQgnQzAymvCTOMyvOcdw7V2UzowJq �1-0-0 7-0-0 13-1-14 19-1-15 25-2-1 31-2-2 37-4-0 -0-0 7-0-0 6-1-14 6-0-2 6-0-2 6-0-2 6-1-14 Dead Load Deft.=V2 in 5x6= 3 8= x4= x6= 1, x4 I I 4 4= 5x = 6.00 12 a l 1 1 2 0 17 30 31 16 15 32 33 14 34 35 13 36 12 37 71 38 39 10 3x4= 3x4= 4x10= 5x6= 3x6 II 3x8= 3x8 MT20HS= 3x8 MT20HS= 1.5x4 If 7-0-0 13-1-14 19-1-15 25 2-1 31-2-2 37-4-0 7-0-0 6-1-14 6-0-2 6-0-2 6-0-2 6-1-14 Plate Offsets(X,Y)- [2:0-8-0,0-0-101,[3:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.34 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.85 13-14 >524 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.36 14 >999 240 Weight:384 Ib FT=20% LUMBER- TOP CHORD 2x4 SP No.2 8)Provide mechanical connection(by others)of truss BOT CHORD 2x4 x M 30'Except` BOT CHORD to bearing plate capable of withstanding 100 Ib uplift at 83:2x4 SP No.2 30-31 1535/5385,17-30=-2303/8083, joint(s)except(jt=lb)10=998,2=818. WEBS 2x4 SP SP `Except` 30-31=-2303/8083,15-31=-2303/8083, 9)Hanger(s)or other connection devices shall be W2:2x4 SP No.2 15-16=-2303/8083,15-32=-2303/8083, device(s) BRACING- 32-33=-2303/8083,14-33=-2303/8083, provided sufficient to support concentrated load(s)190 TOP CHORD 14-34=-2480/8752,34-35=-2480/8752, lb down and 237 Ib up at 7-0-0,123 Ib down and 125 Structural wood sheathing directly applied or 3-7-6 oc 13-35=-2480/8752,13-36=-1364/4819, Ib up at 9-0-12,123 Ib down and 125 Ib up at 11-0-12 purlins, except end verticals. 12-36=-1364/4819,12-37=-136414819, ,123 Ib down and 125 lb up at 13-0-12,123 Ib down BOT CHORD 11-37=-1364/4819 and 125 Ib up at 15-0-12,123 Ib down and 125 Ib up Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS at 17-0-12,123 Ib down and 125 Ib up at 19-0-12, 3-17=-399/2092,4-17=-3036/902, 123 Ib down and 125 Ib up at 21-0-12,123 Ib down REACTIONS. (lb/size) 4-16=0/533,4-14=-218/777, and 125 Ib up at 23-0-12,123 Ib down and 125 Ib up 10 = 3342/0-3-8 (min.0-2-0) 5-13=-1254/355,7-13=-724/432, at 25-0-12,123 Ib down and 125 Ib up at 27-0-12, 2 = 3135/0-8-0 (min.0-1-14) 8-13=-941/3315,8-11=-2466/946, 123 Ib down and 125 Ib up at 29-0-12,123 Ib down Max Harz 9-11=-1564/5524 and 125 Ib up at 31-0-12,123 Ib down and 125 Ib up 2 = 159(LC 23) at 33-0-12,and 123 Ib down and 125 Ib up at 35-0-12 Max Uplift NOTES- ,and 149 Ib down and 120 Ib up at 37-2-4 on top 10 = -998(LC 5) 1)2-ply truss to be connected together with 12d chord,and 399 Ib down and 78 Ib up at 7-0-0,89 Ib 2 = -818(LC 5) (0.131"x3.25")nails as follows: down at 9-0-12,89 Ib down at 11-0-12,89 Ib down at Max Grav Top chords connected as follows:2x4-1 raw at 0-9-0 13-0-12,89 Ib down at 15-0-12,89 Ib down at 10 = 3342(LC 1) oc clinched. 17-0-12,89 Ib down at 19-0-12,89 Ib down at 2 = 3135(LC 1) Bottom chords connected as follows:20-1 row at 21-0-12,89 Ib down at 23-0-12,89 Ib down at 0-9-0 oc clinched. 25-0-12,89 Ib down at 27-0-12,89 Ib down at FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 oc 29-0-12,89 Ib down at 31-0-12,and 89 Ib down at Max.Comp./Max.Ten.-All forces 250(lb)or less except clinched. 33-0-12,and 89 Ib down at 35-0-12 on bottom chord. when shown. 2)All loads are considered equally applied to all plies, The design/selection of such connection device(s)is TOP CHORD except if noted as front(F)or back(B)face in the the responsibility of others. 2-3=-6129/1683,3-21=-5470/1551, LOAD CASE(S)section.Ply to ply connections have 21-22=-5470/1551,4-22=-5470/1551, been provided to distribute only loads noted as(F)or LOAD CASE(S) 4-23=-8752/2480,23-24=-8752/2480, (B),unless otherwise indicated. Standard 5-24=-8752/2480,5-6=-7673/2174, 3)Wind:ASCE 7-10;Vult=160mph(3-second gust) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 6-25=-7673/2174,7-25=-7673/2174, Vasd=124mph;TCDL=5.Opsf,,BCDL=5.Opsf;h=18ft; plate In Roof Live(balanced): 7-26=-7673/2174,26-27=-7673/2174, Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); Uniform Loads =1. 25 8-27=-7673/2174,8-28=-4819/1364, cantilever left and right exposed;Lumber DOL=1.60 Vert:1- Load 3-9=-60„10-18=-20 28-29=-4819/1364,9-29=-4819/1364, plate grip DOL=1.60 Concentrated Loads 0,, 9-10=-3223/1038 4)Provide adequate drainage to prevent water Vert:3=-190 F 6=-123 F 9=-149 F 17=-399 F BOT CHORD 5)All g. 4=-123(F)16=70(F)14='70(F)5(-1)23(F)7=123(F) 2-17=-1535/5385,,16-31-2303/8083, in All plates are MT20 plates unless otherwise 13=-70(F)8=-123(F)11=-70(F)21=-123(F) 30-31=-2303/8083,15-31=-2303/8083, indicated. 22=-123(F)23=-123(F)24=-123(F)25=-123(F) 15-ifi=-2303/8083,15-32=-2303/8083, 6)This truss has been designed fora 10.0 psf bottom 1 123(F)29=-123(F) =-28 26=-123(F)27=-123(F) 32-33=-2303/8083,14-33=-2303/8083, chord live load nonconcurrent with any other live 30=-70(F)3 =-70(F)F)28=-(F)33=-70(F)34=-70(F) 14-34=-2480/8752,34-35=-2480/8752, loads. 35=-70(F)3 =-70(F)37=-70(F)38=-70(F)3 =-70(F) 13-35=-2480/8752,13-36=-1364/4819, 7)`This truss has been designed for a live load of 12-36=-1364/4819,12-37=-1364/4819, 20.Opsf on the bottom chord in all areas where a 11-37=-1364/4819 rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. re,;-riaumnqu; fl,fleirr¢::r11MUrsrdill6e3ulnnseGMUSS(¢tr091 I0rnX 'KUXV9r1mra;aniacknnt!nteRsns!mnn!r!m.opal.,wrrdmrrrrw©,r:.Ian,swede.n.¢dmvxn.ia�,tnnelro,n@ FLhi!ra�„Idrs sfe¢kent rCe iLChkedl k�imsUe!.�.Eyea{�.lice,q0;ux4n:!Mn�16;ryn!msercgaottdnrphsu!eil npaariyreraaut¢ryWflt l,u;!dfle mQeim:kpafinn:IPUnI{,,dnirtt.�iesipnna/nti y«d:in!,uitilud: Anthony T.Tombo III,P.E. .1 red h,T."1..7Wir.;h6e u!im51¢idd Oven,ns Cnei,eakmel gesn nektlai¢y�en,u3r ndedd!xllCfle e(¢I!L lrxna:IGe;!dantirld.Ilerrymld6ef00 ntarfi:ldnednelm!;hdKu;ludir3.dee;e,nN;ie¢oent kna;sM'rele n!insnaitfd =80083 n,N7M C:4perne lemenn.t¢!r!s:d,don:l¢entfleinei!ssmeer nn¢et.¢r�rr�rnisc!qw!:a,¢n;rtsgrdo-xelsrrrnastu.e,d!n,:<ta,{�,sd{�lze.lnt tdnne<r<spu�isnntaead0.uns¢ssgn,lmsn!ipryinanllnuYndeflne,:rim. ,nevneldaullr�rxnMr cde ah ncx;l cl ave!duhel lta(na¢eth6'ne!!I!r7lfle rrflic Ot!I rtL:¢$!ha6 h!ud Nil nin cdewlnann ntd�ntb RlL 44514.LucieBlvd. Fort Pierceerce,,FFL 34940 � (eppigdr9YQ16AdAaatimsssAethanyLtcnhcill,P.E.Re¢rodndiaeonhisdnmme¢Uino¢yform,ispla6ihihdwit6aun6emitlenptnaissienlm�AIPaatllosses•ArthoayLlan4oill,P.E. A. 1 Job Truss Truss Type Qty Ply ]ASSOCIATED HOMES/SEDONA SKY II 67641 B01 G Hip Girder 1 1 A0170495 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:31 2017 Page 1 ID:psB5gYW3NJw5800kSDdXiwdYYj-jJ1 Wvg9121436?jpoCSRFNrHEHm6Qmvu4Ecb6NzowJo T1-0 Q 7-0-0 11-3-14 15-6-0 19-8-2 , 24-0-0 31-0-0 32-0-q 1-0 7-0-0 4-3-14 4-2-2 4-2-2 4-3-14 7-0-0 w Dead Load Defl.=3/8 in 5x8= 154 11 3x8= 3 8= 1.5x 11 5 8= 6.00 12 5 7 m 0 css 2 9 10 1 ja 0 0 15 28 14 29 3013 31 32 12 33 11 4x8— 2x4 II 5x8= 7x6— 5x8= 2x4 11 4x8= 5x8 II 5x8 II OT4 8 7-0-0 11-3-14 15-6-0 19-8-2 24-0-0 31-0-0 0-44 6-7 8 4-3-14 4-2-2 4-2-2 4-3-14 7-0-0 Plate Offsets(X,Y)— [2:0-1-8,0-0-91,[3:0-5-8,0-2-41,[8:0-5-8,0-2-4] [9:0-1-8,0-0-91,[13:0-3-0,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.26 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.65 12-13 >569 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MSH Wind(LL) 0.27 13 >999 240 Weight:179 lb FT=20% LUMBER- TOP CHORD 2x4 SP M 30 9)In the LOAD CASE(S)section,loads applied to the BOT CHORD 2x6 SP 2400F 2.0E WEBS face of the truss are noted as front(F)or back(B). WEBS 2x4 SP No.3 3-15=0/519,3-14=-618/2076, WEDGE 4-14=-543/326,5-14=-781/228, Left:2x4 SP No.3, 5-13=0/421,5-12=-626/184, LOAD CASE(S) Right:2x4 SP No.3 7-12=-577/353,8-12=-566/1880, Standard BRACING- 8-11=-45/692 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP CHORD Plate Increase=1.25 Structural wood sheathing directly applied or 2-6-2 oc NOTES- Uniform Loads(plf) puriins. 1)Unbalanced roof live loads have been considered Vert:1-3=-60,3-8=-60,8-10=-60,2-16=-20 BOT CHORD for this design. Concentrated Loads(lb) Rigid ceiling directly applied or 7-10-14 oc bracing. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vert:3=-190(B)6=-125(B)8=-190(B)15=-399(B) MiTek recommends that Stabilizers and required Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; 14=-73(B)4=-125(B)7=-125(B)12=-73(B) cross bracing be installed during truss erection,in Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); 11=-399(B)23=-123(B)24=-125(B)25=-125(B) accordance with Stabilizer Installation guide, cantilever left and right exposed;Lumber DOL=1.60 26=-125(B)27=-123(B)28=-70(B)29=-73(B) plate grip DOL=1.60 30=-73(B)31=-73(B)32=-73(B)33=-70(B) REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 9 = 2645/0-3-8 (min.0-2-3) ponding. 2 = 2703/0-3-8 (min.0-2-4) 4)Plate(s)atjoint(s)13 checked for a plus or minus 2 Max Horz degree rotation about its center. 2 = -65(LC 25) 5)This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 9 = -704(LC 9) loads. 2 = -716(LC 8) 6)'This truss has been designed for a live load of Max Grav 20.Opsf on the bottom chord in all areas where a 9 = 2645(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 2703(LC 1) bottom chord and any other members. 7)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 100 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint(s)except Gt=lb)9=704,2=716. when shown. 8)Hanger(s)or other connection device(s)shall be TOP CHORD provided sufficient to support concentrated load(s)237 2-3=-4930/1349,3-23=-5909/1663, lb down and 237 lb up at 7-0-0,123 lb down and 125. 4-23=-5909/1663,4-24=-5909/1663, lb up at 9-0-12,125 lb down and 126 lb up at 11-0-12 24-25=-5909/1663,5-25=-5909/1663, ,125 lb down and 126 lb up at 13-0-12,125 lb down 5-26=-6029/1696,6-26=-6029/1696, and 126 lb up at 15-0-12,125 lb down and 126 lb up 6-7=-6029/1696,7-27=-6029/1696, at 16-11-4,125 lb down and 126 lb up at 17-11-4, 8-27=-6029/1696,8-9=-5224/1425 125 lb down and 126 lb up at 19-11-4,and 123 lb BOT CHORD down and 125 lb up at 21-11-4,and 237 lb down and 2-15=-1168/4324,15-28=-1167/4342, 237 lb up at 24-0-0 on top chord,and 399 lb down 14-28=-1167/4342,14-29=-1753/6498, and 78 lb up at 7-0-0,89 lb down at 9-0-12,90 lb 29-30=-1753/6498,13-30=-1753/6498, down at 11-0-12,90 lb down at 13-0-12,90 lb down 13-31=-1753/6498,31-32=-1753/6498, at 15-0-12,90 Ib down at 16-11-4,90 lb down at 12-32=-1753/6498,12-33=-1189/4626, 17-11-4,90 lb down at 19-11-4,and 89 lb down at 11-33=-1189/4626,9-11=-1188/4599 21-11-4,and 399 lb down and 78 lb up at 23-11-4 on WEBS bottom chord. The design/selection of such 3-15=0/519,3-14=-618/2076, connection device(s)is the responsibility of others. Ynnd•Rn11m.ItlJrerKr We'11 rCCr r![SSSrY!SI7[3[S19.45[COCIILlSf7f'CY-r4Ttj1R47€,[Calliq'lec lertl@sip�:yu:sdrednhsut'simstesip Crtr6gPMj nitteWsrl.rnhl¢,!£6!unx Sie!telur ru.l'xknAmiseedelmGelED. fBTai�Mrdrtn sSAHnetix Ss RC«1<sdl/ssTrnso:s. dl®rn[is,Sie:nETEEpss4 ae;slnaplU;rtrrcmsn��nxrarisrr 4:su:dnrc:etymreniliti+,trhttupd9e,irdetm:set�drs tkl➢Cnq.d«Rst lshclp nvuryr;ratrtrnde+n,subliet. pnthonYT.TombO III,P.E. nssrel A:s Lns Lv s°i ki0r:isfie«spniS:lAldteOnr.,hC.ads ealrtiidslSCnn:d;IlmyCrnpn,h3e urledAeSe g4dr QLallh d«IS,Pliq td=.a/Rld.fh gr:nrrdfie RCulmfi:Ilnr Cfir rnss;kAfiydsd�,pnep,usd°etirnl Fnv:sidi leh«srmi'rldtd =80083 ' Ile bite[onipersti 4451 St.Lucie Blvd. @mrks @fsxly r rue«I ege.4gn!nba Itd reties Inslul.III lrrtsas:p Grout is[Plitt d:1ltgCnlruyuLru r1;Im ddesa 9nd1910n.➢1«rud«d'ux:m rzddni s iRl. Fort Pierce,FL 34946 fa ht a'"19CI6 Ad AaafTrosses-Wa Llamb 111,P.E.Re ioduaioo aftlis doromeol,in on form,is rnhiEired withowhowrinen permission from AJ iaafirisses•Antdoo I.Toth III,P.E. Pni9 0)' P Y P P Y Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II f. 67641 BO2 Hip 1 1 AO170496 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:31 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-iJ1 Wvg9121436?jpoCSRFNrHWHiUQu7u4Ecb6NzowJo 8-7-8 15-1-8 i 21-7-8 30-7-8 8-7-8 6-6-0 6 fi-0 9-0-0 6x8 1.5x4 11 6x8 Dead Load Defl.=V4 in 2 3 4 6.00 12 o_ v d 1 d 5 Iv 0 8 7 6 4x6= 1.5x4 11 5x8= 1.5x4 11 3x8= 8-7-8 15-1-8 21-7-8 30-7-8 8-7-8 6-fi-0 6-6-0 9-0-0 Plate Offsets(X,Y)— (1:0-0-0,0-0-12I,[2:0-4-0,0-1-15),[4:0-4-0,0-1-15) [5:0-8-0 0-0-10) [7:0-4-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.12 8-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.38 8-11 >972 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Wind(LL) 0.15 8-11 >999 240 Weight:137lb FT=20% LUMBER- TOP CHORD 2x4 SP M 30'Except' d 3h 2)Wind:ASCE 7-10;Vult=160m (3-second gust) T2:2x4 SP No.2 p ( g ) BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=5.Opsf,BCDLm5.Opsf;h=18ft; WEBS 2x4 SP No.3 Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left:2x4 SP No.3 exposed;C-C for members and forces 8,MWFRS for BRACING- reactions shown;Lumber DOL=1.60 plate grip TOP CHORD DOL=1.60 Structural wood sheathing directly applied or 3-6-5 oc 3)Provide adequate drainage to prevent water purlins. ponding. BOT CHORD 4)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 6-1-13 oc bracing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 5)'This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Provide mechanical connection(by others)of truss 1 = 120610-3-8 (min.0-1-8) to bearing plate capable of withstanding 100 lb uplift at 5 = 1244/0-3-8 (min.0-1-8) joint(s)except(jt=lb)1=192,5=206. Max Horz 1 = -76(LC 8) Max Uplift LOAD CASE(S) 1 = -192(LC 9) Standard 5 = -206(LC 13) Max Grav 1 = 1206(LC 1) 5 = 1244(LC 1) FORCES. (lb) ' Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2016/1030,2-3=-2049/1189, 3-4=-2049/1189,4-5=-1999/1001 BOT CHORD 1-8=-740/1693,7-8=-739/1699, 6-7=-707/1680,5-6=-709/1674 WEBS 2-8=0/325,2-7=-197/558,3-7=-430/321, 4-7=-232/555,4-6=0/318 NOTES- 1)Unbalanced roof live loads have been considered for this design. srnapff—ewugurre.k.ne•a-ION. scascn n.xTau-urnurra;mruar I..va{ti:;rp—m-(nauss,thr:.,wip {m>.rT.Ta:sa,Firm,sitmw:.:,. u�a,�am:tme:ro.�y tLLtc¢eh,dears sfdlkes{iwa<irChleNllstirusOn+a hTa:�[is,SrsmLg hris;Raes�nspID;:gn:a7so<eg9vsdae rrk:sud sgvns�rmrszddryfpaileti�d6e:a{IeTm:ler�dn9elPJeJr,srialnl r�i<sl3e r>nar=n;IxiarnsNestsaA Anthony T.Tombo III,P.E. uErsedh;Trss WsvlltiN„arisae„yns34'rdd anw,as Cnds¢Al,rad,gSuaefwllmt ae:7e,hQe utlnlAesmC,ae ardiu ls•21 as:Ifeg,dsu{Inl.fheM1n,ls!a,igg¢f mffielrrstCBsins;td,{agfndig.slrtege,hm,pliq tsifoxy ss�lle aensrnsaaih,! ?$QM I aer7fmraesiperAd 5,tlrt.Nn7,sstlnlaR100,d@zrr,fins„rriier¢nAtil,rSarGcpcetelSd,hidnoel8a(IfSRr,lfi•.hl1,InnISX.Imi,InutAtxp��drsii>t,.IM1li,fiusati,gnswl�ueHAtie[dR•Ins@iTee,h,:s Devil fig,me,nnuemnaan,ulto 4451 St.80083 lvd. meMnhra,alesto<nm,yaa,p,:e.�a gag ranee wstsd.ue rn;swngsh ic„¢[drae tamyunigw,,rh,sssTaea[q�vdnrnarsg.ul aradadma.mss t�,d ieml. Fort Pierce,FL Blvd. Capyrig6TD 7pl6 Ad FaalBassas-Aet6oayLlamaa lll,P.E.Bepsadussix ofthis dommeas,ia any fo,m,is Inhibited wMoutshe mimeo ptualoiun Isom 6-I11aal busses-WanyUomba III,P.E. 1 4 Job Truss Truss Type city [1Y , ASSOCIATED HOMES!SEDONA SKY II 67641 B03 Hip 11 A0170497 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:32 2017 Page 1 I D:psB5gY W3 NJw5800 kSDdXfwzTYYj-B Vbv6A9N pLCwj 9l?LvzgnbO P Ih419Mf2J u M 9epzowJn 5 4-12 10-7-8 19-7-8 _ 24-10 4 30-7-8 5-4-12 5-2-12 9-M 5 2-12 5-9-4 A 5x6 5x10 Dead Load DeB.=5116 in 3 4 6,00 12 1.5x4 1.5x4 2 ZW3 5m0A 6rr n Iq' 0 9 8 16 7 4x6= 3x8= 3x6= 3x4= 3x8= 10-7-8 19-7-8 30-7-8 10-7-8 9-0-0 11-M Plate Offsets(X,Y)— [1:0-0-0,0-1-4),[6:0-4-12,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.22 9-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.57 9-12 >642 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Wind(LL) 0.11 7-9 >999 240 Weight:144lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2'Except* NOTES- T2:2x4 SP M 30 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 for this design. WEDGE 2)Wind:ASCE 7-10;Vult=160mph(3-second'gust) Left:2x4 SP No.3 Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; BRACING- Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) TOP CHORD and C-C Exterior(2)zone;cantilever left and right tructural wood sheathing directly applied or 2-2-0 oc exposed;C-C for members and forces$MWFRS for St r reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS ponding. 1 Row at midpt 4-9 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 5)`This truss has been designed for a live load of accordance with Stabilizer Installation quide. 20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members,with BCDL= 1 = 1213/0-3-8 (min.0-1-8)' 10.Opsf. 6 = 1237/0-3-8 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 100 lb uplift at 1 = -92(LC 8)Max Uplift joint(s)except Qt=1b)1=213,6=216. 1 = -'213(LC 12) 6 = 216(LC 13) LOAD CASE(S) Max Grav Standard 1 = 1213(LC 1) 6 = 1237(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2135/1223,2-3=-1812/1026, 3-4=-1570/999,4-5=-1820/1039, 5-6=-2153/1253 BOT CHORD 1-9=-975/1843,8-9=-654/1576, 8-16=-654/1576,7-16=-654/1576, 6-7=-1010/1865 WEBS 2-9=-323/375,3-9=74/450,4-7=92/439, 5-7=-335/403 vceag-nos,eemgurnk.se•tnoarmssa!srau;met(irusacvmn€s(�raar-rer:ryrunai(Dwnrnrarr,ura�ga�.+e:Qe,Ktw„am,m,sr,erg,on.ypue,nrmtm>Rtr.�4rt.r,tzr>ssarrau,n,r<(mn.,.n.sed.,rt,im.�ir : . WT,team,erdmssW kesetWrleiDDnksdt LelmsD:srs 6iAsr{.e.rl�rM hSa edsMnsyi[�ryrt:a6o,Berta,dti,rn4:tioausiaeuiq,cpxdd3;Ixte h,IpaOe sngle r,r.;lydnsrelCDult,uialrFt l'xhsgen:.es, armtsr,c,unrtrtr" Anthony T.Tombo III,P.E. �.,:are,un,kre,�w .els�en,r,.saaaD..rr,e:D.,,t,se(.rudy,c„n,dar�gor. e,mDeua,aa6iovdriaattKrr�akaaq�,wTnt rk,gg„dr.6,moat�e,oar,!d,r,,,,�e.eagknTg,,s.q,.�„�mM.ats�yi�kmr,yR,nart(a s 80083 ' mpiryo:;mod(etrean:uex::amakEoaRtrRrwn,mP,ta�,Hoer,sga�reisaginr�a ;nslraeknrrr,�rsw�„dyer:n>x��arwezeEenia�r+dueynaTarrmtnnuawTns,D:(i�,Trc,so,ir(ynn�Tnseuna,ma,m,n 4451 it.Lucie Blvd. M.hseF.nlrls(uedsgadysdYrrs7zlp;tix we6,r.the rns Dean Dgax6r7rmklr�gDmgrn,srL„ss(ms ugasao!sgrru�q.�laindtreunu araaamlan4r. Fort Pierce,FL 34946 Cyyrig6t'D 7QI6 AJ foalTnsses-Aat6oeyT.Tom5o01,P.E.Reprdaaioa-.phis dommer,inony fomjs proh3ital wdom:he ninen punissiaofres A-I loofLasses-Anehony f.Tenlo III,F.F. Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 B04G Hip Girder 1 2 A0170498 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:34 2017 Page 1 I D:psB5gYW3NJw5800kS DdXfwzlYYI-7ujfXsBdLySdzTSOTK?8sOTkbUhNd67LmCrFjizowJl 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 46= 4x6= 3x4= Dead Load Det1.=5116 in 3 5 6.00 12 3x8 3x8 6 c? 0 4 m 2 1 � 2 7 as Iq 18 19 20 12 21 22 11 23 10 24 9 25 26 27 28 8 29 30 31 8x12 3x10 11 5x10 MT20HS= 3x10 11 5x12 Sx8= 8x8= 61 3 12-7-8 17-7-8 23-10-13 30--78 6�-3 fi-3-5 5-0-0 6-3-5 6 8-11 Plate Offsets(X,Y)— [1:0-3-5,Edge],[1:1-1-4,0-34] [1:0-3-6,0-0-0],[7:0-2-7,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 0.94 Vert(LL) -0.23 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.57 8-9 >646 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.21 8-9 >999 240 Weight:383lb FT=20% LUMBER- TOP CHORD 2x4 x M 30'Except` 10)Hanger(s)or other connection device(s)shall be T2:2x4 SP OF 2. WEBS provided sufficient to support concentrated load(s) BOT CHORD 2x4 SP 2400E 2.0E 2-12=-521/3058,2-9=11-82270/85, 1211 lb down and 316 lb up at 0-4-4,1208 lb down WEBS 2x4 SP No.3 3-11=-813/3875,5-9=-822/3885, WEDGE 6-9=-3995/1012,6-8=-615/3102 and 267 lb up at 2-4-4,1201 lb down and 222 lb up at Left:2x6 SP No.2, 44-4,784 lb down and 152 lb up at 6-44,757 lb Right:2x4 SP No.3 NOTES- down and 168 lb up at 844,743 lb down and 180 lb BRACING- 1)2-ply truss to be connected together with 12d up at 1044,742 lb down and 184 lb up at 12-44, TOP CHORD (0.131"x3.25")nails as follows: 742 lb down and 184 lb up at 14AA,742 lb down and Structural wood sheathing directly applied or 2-4-4 oc Top chords connected as follows:2x4-1 row at 0-7-0 184 lb up at 16-4-4,742 lb down and 184 lb up at purlins. oc clinched. 184-4,742 lb down and 184 lb up at 20-4-4,742 lb BOT CHORD Bottom chords connected as follows:2x6-2 rows down and 184 lb up at 22-4-4,742 lb down and 184 lb Rigid ceiling directly applied or 10-0-0 oc bracing. staggered at 0-3-0 oc clinched. up at 24-4-4,and 742 lb down and 184 lb up at Webs connected as follows:2x4-1 row at 0-9-0 oc 26-4-4,and 1241 lb down and 239 lb up at 28-4-4 on REACTIONS. (lb/size) clinched. bottom chord. The design/selection of such 7 = 7019/0-3-8 (min.0-2-15) 2)All loads are considered equally applied to all plies, connection device(s)is the responsibility of others. 1 = 850610-3-8 (min.0-3-8) except if noted as front(F)or back(B)face in the Max Horz LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S) 1 = -109(LC 23) been provided to distribute only loads noted as(F)or Standard Max Uplift (B),unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 7 = -1508(LC 9) 3)Unbalanced roof live loads have been considered plate In Roof Live(balanced): 1 = -1824(LC 8) for this design. a Lod Uniform Los(plf) .25 Max Grav 4)Wind:ASCE 7-10;VuIt=160mph(3-second gust) Vert:Uniform d 3-5=-60,5-7=-60,7-15=-20 7 = 7019(LC 1) Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=18ft; Concentrated Loads(lb) 1 = 8506(LC 1) Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); Vert:12=-784(F)18=-1211(F)19=-1208(F) cantilever left and right exposed;Lumber DOL=1.60 20=-1195(F)21=-757 F 22=-743 F 23=-742(F) FORCES. (lb) plate grip DOL=1.60 24=-742(F)25=-742(F)26=-742(F)27=-742(F) Max.Comp./Max.Ten.-All forces 250(lb)or less except 5)Provide adequate drainage to prevent water 28=_742(F)29=-742(F)30=-742(F)31=-1241(F) when shown. ponding. TOP CHORD 6)All plates are MT20 plates unless otherwise 1-2=-13246/2776,2-3=-9483/2050, indicated. 3-4=-8481/1895,4-5=-8463/1912, 7)This truss has been designed for a 10.0 psf bottom 5-6=-9469/2069,6-7=13350/2912 chord live load nonconcurrent with any other live BOT CHORD loads. 1-18=-1677f7770,1-19=-2496/11820, 8)'This truss has been designed for a live load of 19-20=-2496/11820,12-20=-2496/11820, 20.Opsf on the bottom chord in all areas where a 12-21=-2496/11820,21-22=-2496/11820, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 22-23=-2496/11820,11-23=-2496/11820, bottom chord and any other members. 11-24=-1710/8467,10-24=-1710/8467, 9)Provide mechanical connection(by others)of truss 10-25=-1710/8467,9-25=-1710/8467, to bearing plate capable of withstanding 100 lb uplift at 9-26=-2528/11923,26-27=-2528/11923, joint(s)except(jt=lb)7=1508,1=1824. 27-28=-2528/11923,8-28=-2528/11923, 8-29=-2528/11923,29-30=-2528/11923, 30-31=-2528/11923,7-31=-2528/11923 WEBS 2-12=-521/3058,2-11=-3870/885, 7,:,uy-e�,eN>:ar...,ne•faro::rttesssrz!a,.trssuousscmmngnrmau-rcrrymegs:[eeu:srma rrntidpp—gmsue„sI W—.th T.—WinDrints mi.rt.r.es m,rir,~r—Stwsd., m,,,�a.n,c,emn.sco.,sir shi,tamdet det,sstesentstxa<sw.e„aL ls,tmso�g.[q�xp.e,'e,agFsp ,a:scsn.ptu;,qm:msueerNaedapctnnsaugos,nRresprttryfn+x tro,do c�yks seyuanrxrcgni+,mums.lseemp—rait,WmIudaxs.uMfOl Anthony T.Tombo III,P.E. .e,sedhss.sswt�yae,amnsIblgdtstG—'A.C..ls,ai,dwq�c.o:sar.ro::g.,�a,.d,ddr.ure,meemmdi4fitj,oa,mm-r�eea.dra,mo.cote:u.a<re,T�s4�a,r��e�.,i.,p.a,t,r,u.��z,ud�i,a.ymrwrttst �80083 I oesarwgesFuo-e[,m,aw.iged,ssd.0lt .Wht1,s asoeioie-dfie aq(,cp lmhid:,�;i(S sdest:nylr;.es6(A nutunue.rmndpd,st.IP1ied;,NasinsUbts.enmsan:u.skup.,T.ss&smfoetraismsN nanu:.im 4451 St.Lucie Blvd. e,ms,tdmeasr,(xaoaspe,egnar�kesletumow,n,ilia".sWs1.1as,f:rgra,tzuiyonipn,assrssstu,xuswud,qxa(ug-anutnan:eaixsue,sar,drcms. Fort t.Luci 34946 (opyright 0 2016 41 Roaf irises-AnthonyLTambo lll,p,L Reptoduuion olihis dotumem.in anyfmm,is probi6ited widbnunhit w inen pumission from Ad Rodbusses-An@onyl.Tombo 111,M, Job Truss Truss Type Qty Ply FASSOCIATED HOMES/SEDONA SKY II 67641 C01G Hip Girder 1 1 A0170499 eference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:35 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-r4G 1 IBCF5GaUad 1 a12WNPDOvFul YMjdU?sapF8zowJk -1-0-0 7-0-0 10-M 14-0-0 21 4-0__— 22 4-0 1-0-0 7-0-0 3.8-0 3 8-0 7-M 1-0-0' 4 6XB i 1. x4 I I 8 Dead Load Dell.=3116 in 6.00 12 ao 0 m 2 6 7 .1 —4Io 10 19 9 20 8 3x8— 1.5x4 11 5x8= 1.5x4 11 3x8— 7-M 10-8-0 144 0 21-4-0 7-M . 3-8-0 3-8-0 7-M Plate Offsets(X,Y)— [2:0-8-0,0-0-141,[3:0-4-0,0-1-15),[5:0-4-0,0-1-151,[6:0-8-0,0-0-141,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.12 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.30 8-9 >855 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Wind(LL) 0.12 9 >999 240 Weight:98lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 3)Provide adequate drainage to prevent water BOT CHORD 2x4 SP No.2 ponding. WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied. 5)`This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 6-11-1 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabilizers and required bottom chord and any other members. cross bracing be installed during truss erection,in 6)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation uide, to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=495,6=495. REACTIONS. (lb/size) 7)Hanger(s)or other connection device(s)shall be 2 = 1792/0-8-0 (min.0-2-2) provided sufficient to support concentrated load(s)237 6 = 179210-8-0 (min.0-2-2) Ib down and 237 lb up at 7-0-0,123 lb down and 125 Max Horz Ib up at 9-0-12,123 lb down and 125 lb up at 10-8-0, 2 = -65(LC 6) and 123 lb down and 125 lb up at 12-3-4,and 237 lb Max Uplift down and 237 lb up at 14-4-0 on top chord,and 399 2 = -495(LC 8) lb down and 78 lb up at 7-0-0,89 lb down at 9-0-12, 6 = -495(LC 9) 89 lb down at 10-8-0,and 89 lb down at 12-3-4,and Max Grav 399 lb down and 78 lb up at 14-3-4 on bottom chord. 2 = 1792(LC 1) The design/selection of such connection device(s)is 6 = 1792(LC 1) the responsibility of others. (lb) 8)In the LOAD CASE(S)section,loads applied to the FORCES. ( ) face of the truss are noted as front(F)or back(B). Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-3201/869,3-17=-3166/908, Standard 4-17=-3166/908,4-18=-3166/908, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 5-18=-3166/908,5-6=-3201/870 ,Plate Increase=1.25 BOT CHORD Uniform Loads(plf) 2-10=-725/2771,10-19=-725/2793, Vert:1-3=-60,3-5=-60,5-7=-60,11-14=-20 9-19=-725/2793,9-20=-690/2793, Concentrated Loads(lb) 8-20=-690/2793,6-8=-691/2771 Vert:3=-190(F)5=-190(F)10=-399(F)9=-70(F) WEBS 4=-123(F)8=-399(F)17=-123(F)18=-123(F) 3-10=0/607,3-9=-205/584,4-9=-524/322, 19=-70(F)20=-70(F) 5-9=-205/584,5-8=0/607 -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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Bneht-Flnr nury!¢renrne'ki lrl;rIrRfi5r3F1:iP6[[3rll'IYf6(�k0;IC5;7S!OY"rCGr'fi(f[:d'dLRYd1'Iue leLhri pi:dnt udrul uhr uedtlnttk�p hcx'n3PR:;mrNe�rlluk mrLldcren5m!letur nt BelrnCmiu ssfela6eltUulr . Wisa@ tesA. M Anthony T.TOInbO III,P.E.m nrsdhTinrswrt z80083 ' n.t.ar�toes�Rwar6ena.r.rutdusdrda�loemreRrruaasr.ry,:rdmrsdtae.aertuww.wift<hldrier ;uSgrrf6nrrimrssar.rdwrrerurrasdrr,.Inl<dnrsnrnstm:,�manehnssdmlr,Tors:�e,iano<:�p[y<nRilnacuun�rn,odest 4451 St.Lucie Blvd. .tk:whrhhxflre(xnWsgwtgnnwKrd lycl ryroes lmshrl l6e fort Oscahlbxww Firtle bIligPeslsw,wirarfttea.Gtsse;dnyu:lliq Glatedtrr!!wn;wemd5.dwitll. Fort Pierce,FL 34946 (opydght 9 2616 Ad Roof Tiosses•WonyLTomb.III,P.L&eprodadiao of this dol meat,in ony farm,is prohi60ed withootthe wninen permissiae from Ad iaof irasses-Anthony I.LEIB Ill,I'l, Job Truss Truss Type 4ty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 CO2 Hip 1 1 A0170500 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:36 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-4HgPyXDusZjLCmcnal2eyRYC_IQf5B 1 eEW KMnazowJj 1-0-0 4-5-13 9-0-0 12-4-0 16-10-3 21-4-0 22-0-q 1-0-0 4-5-13 4-6-3 3 4-0 4 6-3 4-5-13 5x6= 5x6= Dead Load Dell.=3/16 in 4 5 6.00 12 1.5x4,,\ 1.5x4 G 3 6 rs 0 2 1 2 7 �1 B o I� 11 18 10 19 9 3x4— 3x4= 3x8 MT20HS= 3x4= 3x4— 6-8-0 14-8-0 21-4-0 6-8-0 8-0-0 6-8-0 Plate Offsets(X,Y)— [4:0-3-0,0-2-01,[5:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.18 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.37 9-11 >699 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Wind(LL) 0.08 11 >999 240 Weight:94 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second gust BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=5.Opsf,BCDL=5.Opsf;h=18H; WEBS 2x4 SP No.3 Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) BRACING-TOP CHORD and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 4-9-1 oc exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ROOT CHORD p T DOL=1.60 Rigid ceiling directly applied or 7-3-15 oc bracing. 3)Provide adequate drainage to prevent waterponding. MiTek recommends that Stabilizers and required 4)All plates are MT20 plates unless otherwise cross bracing be installed during truss erection,in indicated. accordance with Stabilizer Installation guide. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 2 = 913/0-8-0 (min.0-1-8) 6)'This truss has been designed for a live load of 7 = 913/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -82(LC 10) bottom chord and any other members,with BCDL= Max Uplift 10.Opsf. 2 = -187(LC 12) 7)Provide mechanical connection(by others)of truss 7 = 187(LC 13) to bearing plate capable of withstanding 100 lb uplift at Max Grav joint(s)except(jt=lb)2=187,7=187. 2 = 913(LC 1) 7 = 913(LC 1) ( ) LOAD anda Standard FORCES. Ib Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1486/842,3-4=-1304/760, 4-5=-936/668,5-6=1304/760, 6-7=-1486/842 BOT CHORD 2-11=-640/1284,11-18=-348/936, 10-1 8=-348/936,10-19=-348/936, 9-19=-348/936,7-9=-642/1284 WEBS 3-11=283/310,4-11=-156/421, 5-9=-156/422,6-9=-283/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. wusnr-FlunOngUI."NJI INN T=FlfSRIIroR1311I'MA(NIVIC1Sn1V0s11"r6MI9WKIS41L' h.•nIu11eOPI—A-1.,im, V,InnhfiP[mv3(II0.Imd0,Itt yLlorhP.M.Ifxm- hlnsa2minvhlnCeSEfi,ul( WTsknurar yars s'e0kuetie0<iCCulerdi 4eTmsOscs b�,e¢e,bemlyrsPxs40:sMnsylhgnrmmsaregmnA0eP:3:sneileyhmurrc>vr.0A3.6r1<hsipdOemlN Tm:Iry nG.IlPedy,uialFFl.ihksgemsmps;la£clurLtiu4sxhS.or Anthony T.Tembo III,P.E- ' N�drssTmsfrnrinllsOrmim'dlerApU.x,OaCnnreAnudan9uO:OdfarOu:Pe,h9enmdA0e�M0(dexlml5r11urdsn11p1.IhepmeldGrNBntushldmdM1rLss;'sdr6gtailiq.AseP,nsl6xlivaltns.udlhlen<rnsn30yd ?80083 petdtghugeradhYvresr.NMnsO sau O:TOC niOerrceimnlrri:lsss AFxregt lrrcPeel Sahh tdumlannlSQp11)tllrPi nsSTUmufnesuflacPaud Pilu:s.lFil idius&nssuselMs m!&oesdlh lnsshS,nu,Lns h:gr[s:cued inn 4mtrJee,nlm 44515t.Lucie Blvd. stlaviutefallrs(xacesrredein le nOrg lrclP:un oohs!the rnstgetla hEtusr itWlOs hdlighslPe,eLassgtmsshPua p'sghaltrE.Ell¢loposl lex:mrsd�nikitLl Fort Pierce,FL 34946 (oprright 0 2016 A-1 Ro Mussas-AntbomyL Tombo Ill,P.E.Reprodouion elthis r1mmaal,in any form,is prohihbed withoulde Britten permissloarrmo A-1 Roolfrusses-AsthoayE.Tonbo Ill,P.E. Job Truss Truss Type Oty PIY ASSOCIATED HOMES/SEDONA SKY II 67641 CO3 Common 2 1 A0170501 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:37 2017 Page 1 I D:psB5gY W3 NJw5800kSDdXfwzlYYj-YTOoAtD WdtrCgwBz8SZrUe5KlioOgdXnSA3wKOzowJi r1-0-Q 4-5-12 10-8-0 16-1%3 21-4-0 22-4-0 1-0-0 4-5-12 6-2� 6-2-3 4-5-13 1-0-0 4x6= . Dead Load DeB.=3/16 in 4 6.00 F12 1.5x4 1.5x4 3 6 2 1 0 2 6 7 m 1 131 I o o 10 17 9 18 8 3x4= 3x6= 3x4= 3x4= 3x4= 6-8-0 14-8-0 214-0 6-8-0 8-0-0 6-8-0 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 0.53 Vert(LL) -0.12 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.32 8-10 >806 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.07 8-10 >999 240 Weight:99lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second.gust) BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=5.Opsf,BCDL=5.Opsf;h=18ft; WEBS 2x4 SP No.3 Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;C-C for members and forces&MWFRS for Structural wood sheathing directly applied or 4-0-14 oc reactions shown;Lumber DOL=1.60 plate grip purlins. DOL=1.60 BOT CHORD 3)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 6-11-11 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 4)'This truss has been designed for a live load of accordance with Stabilizer Installation quide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members,with BCDL= 2 = 913/0-8-0 (min.0-1-8) 10.Opsf. 6 = 913/0-8-0 (min.0-1-8) 5)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 100 lb uplift at 2 = -95(LC 10) joint(s)except(jt=lb)2=194,6=194. Max Uplift 2 = -194(LC 12) 6 _ -194(LC 13) LOAD CASE(S) Max Grav Standard 2 = 913(LC 1) 6 = 913(LC 1) FORCES. (lb) Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1525/905,34=-1316/804, 4-5=-1316/804,5-6=-1525/904 BOT CHORD 2-10=-707/1329,10-17=-291/827, 9-17=-291/827,9-18=-291/827, 8-18=-291/827,6-8=-709/1329 WEBS 3-10=-336/386,4-10=-235/480, 4-8=-236/481,5-8=-336/385 NOTES- 1)Unbalanced roof live loads have been considered for this design. tatar-naum�urate.l�e•tu@�-nuts;x!a;;[canrrgss(@Imn�ns(�srrxt-wrtlucns[eru3r�t.ula(dn(.p,:etttl[(tldwl,[tBluntcttly,cn.yp[4;w(nt/m..rt(uelrr,r�uk,w,tta.l.�.¢tILCLeA.�Ltrn!(11@ltco.11l( wtitaeaLpinlLsrnk Anthony T.TomboI11,P.E. W lxdh;ilnsUrmllil@ssisne nyum4ltidd Onlr,G@.x7,oalnirdytdnn:twtfor Od:ga,@@ell:rld lfti:OC@t lK nr(u bYl keflgtdzufltfl.Iketp:aLldntlCO alory@lglul@til.n,bdt'nr(eLelq,sleryl,bstdit@�nri:ans sSditl9s rtsrmMlil7tl s80083 n!(tlrcr@!fi�ANG(Ifi!ltt.11IFN1S Se1[lit net@gtl(@t(SLCirrlll iridhtSAnekiSxs llepeal tt(tt¢1II00{In�([16,(tnfr�L[(n(.(Btl!(!(l1•1(EH(SYdrlir2lrP(1(llltS@tltf(nSi27dt111r�11Rf 11 n'.tn13@:HpIH,r1613(:I(1(Y fFlit Tle51(!IIihdtltlr nnif'. 44515t.Lucie Blvd. L@o,a:a(esapt(,ln�ttpeatptnvlcuy�rttinmtmttt'carraaom(tttrau(sr'rnttlr@rotn(LIc1.Lnig(n�Et�rt.or Mt(mr.marWet(I.a:mna�ll(snn. Fort Pierce,FL 34946 (opydghlV 201@Ad Rooffassn-AmhonyMasob III,E.E.ReprodV& ofthisdommen,inonyfarm,isptohilitedwilbouttho Witten permissive Iron A-1 RaMosses-Whooyf.lanbo III,F.E. Job Truss Truss Type Oty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 C04 Common 3 1 o A01705O2 ' Job Reference tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:37 2017 Page 1 I D:psB5gYW3NJw5800kSDdXfwAYYj-YTOoAtD WdtrCgwBz8SZrUe5K?ioygdVnSA3wKOzowJi r1-0 Q 4-5A3 10-8-0 16-1%3 20-11-8 1-0-0 4-5-13 6-2-3 6-2-3 4-1-5 4x6= Dead Load Detl.=3116 in 4 6.00 12 1.5x4 O 1.5x4 G 3 5 . 2 1 6 so 2 2 n 9 16 8 17 7 3x4 3x4= 3x6= 3x4= 3x4= = 6-8-0 14-M 20-11-8 6-8-0 8-M 6-3-8 Plate Offsets(X,Y)— f6:Edge,0-0-12] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.13 7-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.33 7-9 >764 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Wind(LL) 0.08 7-9 >999 240 Weight:97 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust) BOB CHORD 2x4 SP No.2 Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=18ft; WEBS 2x4 SP No.3 Cat.ll;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Right:2x4 SP No.3 exposed;C-C for members and forces&MWFRS for BRACING-TOP CHORD reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 4-0-14 cc 3)This truss has been designed for a 10.0 psf bottom BOT CHORD pT chord live load nonconcurrent with any other live loads. Rigid ceiling directly applied or 6-10-0 cc bracing. 4)-This truss has been designed for a live load of MiTek recommends that Stabilizers and required 20.0psf on the bottom chord in all areas where a cross bracing be installed during truss erection,in rectangle 3-6-0 tall by 2-0-0 wide will fit between the accordance with Stabilizer Installation uide. bottom chord and any other members,with BCDL= 10.0psf. REACTIONS. (Ib/size) 5)Provide mechanical connection(by others)of truss 6 = 831/0-3-8 (min.0-1-8) to bearing plate capable of withstanding 100 lb uplift at 2 = 906/0-8-0 (min.0-1-8) joint(s)except(jt=lb)6=166,2=192. Max Horz 2 = 101(LC 12) Max Uplift LOAD CASE(S) 6 = -166(LC 13) Standard 2 = -192(LC 12) Max Grav 6 = 831(LC 1) 2 = 906(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1509/894,3-4=-1301f794, 4-5=-1269f772,5-6=-1468/865 BOTCHORD 2-9=-740/1315,9-16=-322/812, 8-16=-322/812,8-17=-322/812, 7-17=-322/812,6-7=707/1267 WEBS 4-7=-206/439,5-7=-311/365, 4-9=-238/484,3-9=-335/384 NOTES- 1)Unbalanced roof live loads have been considered for this design. e�-nnr nnrq!¢rr.�Y n,•ia ract rresss;s:�n;>n�u t:�.w a rmmn;srmcu-rm�uxree:r�u:rr ma r�rr��ra:�„xn,rw�,,.m,m„g„�p,w,.�pe;wmw.rr.r�r,rd:rtrrrma shnta�r.�o�,u a��.er m<emer rco.mr YiTsk,a�4rrttla sk4k,nSfnSrNCYkrdi ts.TmsO.v[y��4�.`•i ris! "e4>: ,rgj'rr,ryrtsmsomp�,Au,rr&:,inile,rusro3,a><addN6s Sr leapd@esbple irt=.:fyJ inikl6Perlr.,dglNL llehsip ettm es.lstarrul5ers,fa7,l .' Anthony T.Toinh01I1,P.E. ZtainedlksTrtuCreghifigistlemprf¢ierdM�..n,FaOnd,atl.mdyelnMWfegOxQa,i3ewhddC,nC.Q,1!(v/tislnlSalfy,dull[lr.rle,R,mIL6eNANryfiel7.udHernn;kACvp4cT�ilage,usr.°ennnikaassShcle@ert,p.,nurtia -180083 m tx7fgors;p<eae 6etrtl,r.Nenu stlmuB:to¢otra rmeiesnrgrhot.uroer 6ap�i7t,hiir,:,ara(t(Sgr�t-0"Ib omida,c<stx p�yd pusce.mo user ngnralees wianrsdmlms�i�r,usn�:R,tay:ee nimsstnamnu,nim 4451 St.Lucie Blvd. etlrMulrhredrreruaalgre;teprle nb@Ir cl panes h„h,A lEarn,s Drop 6g�anr7lfi,WIlWpgnlpp,rrLats.r,lew 6lhra Argbdllq.lllapode,ltsn,nrnddrdiRrl' Fort Pierce,FL 3494E Copyright-2016 A-I looETrasses-ArAoayLTamhn Ill,P.E.bprodaaion alibis donmem,in oayform,is prohibited whbout be wino petmissionhnn A-1 ladbasses-Ariboay LTomba Ill,P.E. ►'' Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 CA Jack-Open 18 1 A0170503 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 3112016 MiTek Industries,Inc. Fri Feb 03 08:09:39 2017 Page 1 I D:psB5gY W3 NJw5 B00kSDdXfwzlYYj-Us W YaZFm9 U5w3 EKLGtb KZ3AneVbwlaD4wUYOOvzowJg -1-M i 1-0-0 1-0-0 1-0-0 3 6.00 F12 s7 2 0 0 m T1 B1 0 1 Q° 4 2x4= 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a - BCDL 10.0 Code FBC2014frP12007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:5 lb FT=20 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 10-0-0 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 = 10/Mechanical 2 = 130/0-&O (min.0-1-8) 4 — -0/Mechanical Max Horz 2 = 36(LC 12) Max Uplift 3 = -6(LC 12) 2 = -42(LC 12) Max Grav 3 = - 11(LC 19) 2 = 130(LC 1) 4 = 12(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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members`and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. gwruj-flrrs:DwrljF¢rerierrle'1-IIU;:neSSR;s"1R,gRRn llk56r9s�iO4(7Sr0Y'{Cr;Yyi(nC6tEPeY:11'�n lydrGiT EwraRs utredwhfuti,rrtss h,ipORe'q{IP:;aMDr 4fwrLras4C,r:.ldsnnS�!tawe rc>_Fslc,seDu.iv,atelmDe no.Ear �, iDTeee�tA(ilMi,kllkE,ldfmDerpt4ll ld:I.I,ITInre:sce FljisY(ityrrm,l"f fsjiL.r;D:lydnmriMllrR:Rl,®IGfjhilatls j(ar:,lnlllqu:l:ujr::psmDd176;Sr tssgr efine snyErRs:rgeanlFoeury,vrnml.Ikte,,pcaoinxs,Ndrtj mlein45ansddt: Anthony T.Tombo Ill,P.E. eraan,urs,mwyrams,sDErnpr,�}aeon,aeu.os,nsmdrgemDeulrwsunpa,n� alaanaDritt.rr:l�isarrrRNnrrn-Ln�lfl:r,aaartooRtmte:larrEcDlr,:,,�arRgvlt�.n�Ere.mimE.rttrm�,�nr,u�R,jmi;arya: 580083 ' mr ireno:sipxatummR.mu,lscam.mro¢nta,gkiRserrpitelussEflwelr,Ssj6croemSaard(l�mEuoa,nsgracyeorrrnasrunrac<r:<rixj�yajatEe:E.tntt<r esneresrn:,�Ine,ntaneson:russu:s�ER,uenolsirEryM<ennn,sumn:ma,nlsss.' 4451 5t.Lucie Blvd. eDuwBs ferwll.s;whea egRdgnle wm,lyApnies mdni lle Frans Dtagr Gr'axrE,E9rnrsrlltgOmlpR,nLarsral:rrswmanrt,:uiq.ulRiudcEima:mEs d�RiRml. Fort Pierce,FL 34946 (oppightaiQl6AdAoofimsses-Aet600yLTomhofli,P.F.Reprodutliuoofihisdosumem,inaoyform,isprobiditedwilboul the writtenperaissionhonA-Iloof ussas-Ara6onyL Tomb III,p.L Job TCJs3 s Truss Type City Ply ASSOCIATED HOMES/SEDONA SKY II t 67641 Jack-Open 12 1 A0170504 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:40 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYj-y24wovGOwoDnhOvYpb6Z6HjyDvwzl 1 TD88lawLzowJf -1-0-0 3-0-0 1-0-0 3-M 3 6.00 12 0 m T1 2 B1 c� 1 �• 4 e• 6 2x4= 3-0-0 3-0-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (Iec) 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(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) 0.01 4-7 >999 240 Weight:11 lb FT=20% 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 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 = -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=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. wni.[-Flnu Nnyelrrt,krr ne•41IV, kn lr.9r leap .!httMmlehsnatrntt te!IpmcewyP[ql¢dnrl,nari.[mft©:rE[e!en�Sin!tdce nv Fdw�nalu Cde/mne r.^n.Nt wTet! wd<nssknkssetw;uIDeausdisseLns0=bib.s .Rtutrrt.ruersy,mnarws,tatarusua!m,uadoat Anthony T.Tombo III,P.E. mm:dk,husformrldajhNnysmnlgdmoRm,NG.dsa4,,hdqd,,n:avaro:aywonr!!dwdn,nLn.mc+[vWesugm6m Mi.n�sR:mdenstooa+mie:unern,rm,:wdFao)tne�j,n.yr.w,nrmm; ,sassnenyR,narttd: -80083 ' thl'uno.-Op-26m.am.Nestes ml.dwn:IDCml rrttiusn/r.idvmdfie 4tSq 6epentsi4wldl!xdim[sr51)idE}.t lr[nor+S6Umwn.e¢ItwrmsdpiGee.lPFlidunne rtgnsPnTeiet n+(eaerdRLul U:s:,�m,Lms resq.Ey.enmllmss and ane,,nim 4451 St.Lucie Blvd. m,rrml.r�ty.[mnmsmmaynwmxrymiraroesn!d!drnrsmnswrr rnr6rmwu+mtoaila!:.nousrnKu[wudmr:rng.marede.aiwasmma�.dmnn. Fort Pierce,FL 34946 (oppight 02616 Ad AaafTmss:s-AmhaoyL lambo III,P.L 8eprodudiaa alibis dammeat,in any(arm,is probibiled whhuuttbe wrmen permissian from Ad loolTrosses-Ambanyl.Tomb.III,P.E. Job Truss Truss Type QtY �PIY ASSOCIATED HOMES/SEDONA SKY II 67641 CJ3C Jack-Open 2 A0170505 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:41 2017 Page 1 I D:psB5gY W3NJw5800kSDdXfwzlYYj-QEe I?FGOh5LelYUkN IdofU G69JG FmTXN N o 17TozowJe -1-0-0 2-7-0 _ 3-0-0 1-0-0 2-7-0 '0-5-0' 4 v r7 60.0 12 1 0 3 2 m T1 5 n 0 W1 0 2 B1Ll 1 A 7' 6 1.5x4 II 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) Well L/d PLATES 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(TL) -0.02 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.01 6 >999 240 Weight:14 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x6 SP No.2 joint(s)4,2. BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc LOAD CASE(S) purlins. Standard BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. 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.Opst BCDL=5.Opsf;h=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 9nhr-fleas!@me¢Irreuer@e'11ID;:`tlni3!SF10;i!13Ati':171S6r7%m@�5t0f:04t-rOr:r'}i[rG;6t[La1Wr'Mn icdtk,ip µ�-ahrs nrndroi!ua,rrts,G!ip0![x'vq(I@:;W@e rt6rpLrr+G©,r:.re!ennSintte!aen;.G!,ndaaise Mdn@e IEO,et(r ; WA—h pho" gia mtowuh'ec AsOns6mg hga!w{in,Iity4Gr ''e@::slouupNryrt:Msmrerpard@er!s't;!urrl ugitra7,~:rwututtlr6;@elssy@JLksng4len.;req�d¢faiPDedr,,rin rRl.ikk;itnc,opiei,lrstuim4ius,mlelt�:_.. Anthony T.Tonibo II1,P.E. or esed@:sTmslar wpirildae is@empr,itliryd46nw,iFe grmeisexetmer grLn@:Gi!roq anpw,is@e urhddue Qr,@tll(QIIL brs(5•rillie?rhul lnL Re�mddpt r60 etrerfi:IrntE@ti�ss;tdetiy kneLy 9weie,nsuaeteaarF.nws,ldlle6e enlnsiitln(d =80083 ntuarwrba:z arG rmr.IR uss raualo6rd@xsi issnrp�s4!eGlfeiGcP+w!s�<purwr!aeptsgrra�nrymnasaacr!detretsxr��agter.rntr�es@ensrre�mamlaeasaner!osu:sRe,I!r,:e,SetytaRnn„vurma,rness'' 4451 St.Lucie Blvd. r@nrn:ret flrrtrm�!wcaerrmn!svry�tpme!!ndailNlranPeCuG7ieulsr;l@eke!rga!yea;ntorsp@KGsm!na!eqs:�uroy.auairs;ee;mnarfirtlunsl. Fort Pierre,FL 34946 6i,pigbiD2016A4Aaoihusss-Aethoeyi.lanbolll,P.F,Rrrodurims alibis dommem,inany form,is prohibited ruhoolthewrittenpermissionhotsAdRomMusses-Aathonyl.lamba III,P.E. Job Truss Truss Type 4ty Ply ASSOCIATED HOMES/SEDONA SKY II 4.,67641 CJ5 Jack-Open 12 1 AO1705O6 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:42 2017 Page 1 ID:psB5gYW3NJw5800kSDdXNMYYj-uRChDbHeSPTVwh3wx081 BioENjYgVwzWcSnh?EzowJd -1-0-0 5-0-0 1-M ' 5-0-0 3 6.00 F12 m � 1 to N N 2 1 d 6 S d' 4 3x4= 5-0-0 5-0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.08 4-7 >764 240 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.05 4-7 >999 240 Weight:18 lb FT=20% 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 pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 26410-8-0 (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=S.Opsf;BCDL=5.Opsf;h=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 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. irnul-nes,euae�lr«ee+r•Iuo;dnesxsfs.umsnau nwsmmaezrmro�;-mralues,erewrlrma ra:ara,!�p�aQa«s«rlwetou,r««rwnoQ.y�ee;mdaelm,nr.rw�o,rr.r,mQ,11Q,la.e K.raeQaQ.!rermins<raQld fETatemrAalWassSellkndiQSe ir9hleedl.L�ImsgQ.gF.ra�QF,.e,SrnmErtrl«.�r:ItesQlnmpid;rq«Imsutea�aedtlep44:4«Jn;usa«3eaq�:6try 6rSa/QipdCes«�a Tres:/e u41dC«y,«IQ IMI.IL•Gapmnaid«s,kirzr mltiQtsxvttdt Anthony T.Tornbo III,P.E. eAueahtTmswr�r«r;«ee«graaw;aao.eQ.reo,eds T.aQaad�,sQaewrg oy:�e,hae«aaaa4r n4ee lxall:l>z15rm�eaeunnl.rye yr:Qad!ie moQl Qiedl.uaar r,u:i<aaroilnel�.Imge,a,e^.m..«I r«rQ;stmle e.r«;muama -t00083 ' mnrr�loev'eQtr,meaQ.Mutts mean Rldg111 IaQa WH501dMikrinudsrra Qar 1—dIQPa pdaz,lnl t�Qce,Q;Q�rael�dawtan r,nto- Q,TIGIfC:!;eEG<Q«Il efSll«IdQ<I HIHS.. Q1as!«leFxlire(Qh�gr«delnie ri�sghcelpmes ina«!.lia rnQUeu«G1hnr is F9r9r MllieggQl;a«,QLest SMee F,rYIp dnik:lliar.tll«1um«sd!nas Qs etd5Qltltll. 4451 St.Lucie Blvd. Zt Fort Pierce,FL 34946 Copyright®t1116 Ad Aaof Tmsss•lldhdcyl.Tanhn III,P.f,Reptoduniw dl this dodoment,in onyfArm,isptohidited QBhomthe Qrinen ptrmisciva here Ad roof Lossed•Aethony I.Tomb P.F. : Job Truss Truss Type QPY �PIY ASSOCIATED HOMES/SEDONA SKY II 67641 CJ5C Jack-Open 2 1 A0170507 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09A2 2017 Page 1 ID:psB5gYW3NJw5800kSDdXiwzlYYj-uRChDbHeSPTVwh3wx081 BioB9jbtVwiWcSnh?EzowJd 1-0-0 2-7-0 5-0-0 1-0-0 2-7-0 4 Dead Load DeO.=1/8 in 6.00 F12 m 0 m 3 1 to N W1 Q 2 0 1 6. 6' 7 6 6• A• 1.5x4 II 2x4= 2-7-0 2-7-0 Plate Offsets(X,Y)— [2:Edge,0-0-41,[3:0-3-8,0-1-81 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.08, . 6 >726 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.21 6 >280 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) 0.16 6 >367 240 Weight:20 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc LOAD CASE(S) purlins: Standard BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required - cross bracing be installed during truss erection,in. accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 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=S.Opsf,BCDL=5.Opsf;h=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. e.,al-n�ten<.strya.a.nr•ivaast��;ulu,ulr�u(use;asmn�nrmcu(•(etr}tans:[eru[uanr�a(�=mean=,rxrrH:::(�s,ur�rmsse,(rrm:.4Pa.7m(atc.rl.r.�(.ae:.t��rskrrda:n>er�nrxa.�s<rd:(maelro.:d( ILtsksmr4eptlrsspolkeatsxnxTDDakedt lseTmsO:vp f,1¢asps,�rmr(fsQc�`..>E::ednar[T�sgrt:msnsv sdhrsdrtaeilu magsarw:dfiryh;d!e lal�dhs6(4Tm:hpiaelnnelCAu¢,sdaiF(l.i'ssi,;ipcnalesxs,ki¢Im(ouG uiidiat Anthony T.Tornbo III,P.E. Nnedr:-�rwrr�rilt firn:,r,p:rya;rydaanR,e�and:amm,d d:rn:ux�o- ,hne udeddlis 0:,&It(u11a h�Ibil1'ie3(ehWRld.Qeep:nddnrlUgue�fi:Idssednetnn;hhCugkselq daere,iWsCsuwa7 Mav18sCle lFercrmi>I�iryd: A 80083 ' ns G7fap@dfueHflrauln.11IMs sded k RIDO nine j'.6.1nifider sdtkI'M, 1pTK.IWJ rrosMaAkt.ad pd—lnl ifts1i wInslTrin of hesd(klnss O.•dpa,➢as DwpEy.%n ilass V=fta-mins:I 4451 St.Lucie Blvd. etia'•.hfidazllps(stncaspseedepe6ntsg lTalpcties Wshel IN in:sDWE'bo.,is itle{r:11u7OesyxenTanSpslert 6pasednJtaJ('np.Ll apLdaslfexsm rsd>6ndziiFl. Fort Pierce,FL 34946 (apyrigbt 9 2O16 kl Acof itossec-AathoayLTanba Ill,P.F.Reptodoaioa oltbisslocomeot,is aayhms,is ptob@0ed sriibounbe winen perms ioa from Ad iaaf fiasses-ArihooyL Jambe 81,FL Job Truss Truss Type Qty PIY ASSOCIATED HOMES/SEDONA SKY II + 67641 D01G Hip Girder 1 1 A0170508 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:44 2017 Page 1 I D:psB 5qY W 3NJw5800kS DdXfwzlYYj-rpJ ReGJv_Oj D9?DJ2 RB VG7u VjVl/ExzpFp31Gn47zowJ b -1- 0 3-M 8-0-0 11-0-0 12-0-0 1-0-0 3-0-0 5-0-0 3-0-0 4x4— x4= - 1 1 4 6.00 12 m 0 1 1 W 2 5 I d 6 6 8 17 18 7 1.5x4 II 1.5x4 II 3x4= 3x4= 3-0-0 8-0-0 11-0-0 3-0-0 5-0-0 3-M LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.04 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:41 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING-TOP CHORD bottom chord and any other members.Structural wood sheathing directly applied or 5-3-4 oc 6)Provide mechanical connection(by others)of truss purlto bearing plate capable of withstanding 100 lb uplift at BOT C.HORD joint(s)except(jt=1b)2=263,5=278. OT C 7)Hanger(s)or other connection device(s)shall be Rigid ceiling directly applied or 9-10-14 oc bracing. provided sufficient to support concentrated load(s)91 MiTek recommends that Stabilizers and required lb down and 108 lb up at 3-0-0,38 lb down and 48 lb cross bracing be installed during truss erection,in up at 5-0-12,and 38 lb down and 48 Its up at 5-11-4, accordance with Stabilizer Installation ouide. and 91 lb down and 108 lb up at 8-0-0 on top chord, and 133 lb down at 3-0-0.51 lb down at 5-0-12,and REACTIONS. (lb/size) 51 lb down at 5-11-4,and 133 lb down at 7-11-4 on 2 = 589/0-8-0 (min.0-1-8) I;rottom chord. The design/selection of such 5 = 589/0-8-0 (min.0-1-8) connection device(s)is the responsibility of others. Max Horz 8)In the LOAD CASE(S)section,loads applied to the 2 = -33(LC 25) face of the truss are noted as front(F)or back(B). Max Uplift 2 = -263(LC 4) 5 = -278(LC 4) LOAD CASE(S) Max Grav Standard 2 = 589(LC 19) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 5 = 589(LC 20) ,Plate Increase=1.25 Uniform Loads(plf) ' FORCES. (lb) Vert:1-3=-60,3-4=-60,4-6=-60,9-12=-20 Max.Comp./Max.Ten.-All forces 250(lb)or less except Concentrated Loads(lb) when shown. Vert:3=-26(B)4=-26(B)8=-36(B)7=-36(B) TOP CHORD 15=-11(B)16=-11(B)17=-16(B)18=16(B) 2-3=868/445,3-15=-749/404, 15-16=-749/404,4-16=-749/404, 4-5=-868/436 BOT CHORD 2-8=-344/736,8-17=-349/749, 17-18=-349/749,7-18=-349/749, 5-7=-345/736 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=18ft; Cat.Il;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Be;rug-fleuM1m.(Irrt.ir 6e9d1¢gri[¢S<.3;'Srt�R[3[111a5[41splllclSCJS!¢Y�{4TJ�2(I[;5i(LRY[Irhra lrtl([e;iprur.!hn uiuel 4f uR"r fnnk!ip¢nry�(4jad 6e 4tivyLru4 m,rE(e!cna Siuf[due eu.¢eUu e2n.isectle(nGe([¢,eA( '. WTstaemu da:sik¢see,es�;dsr[easeeatr,rtrrss¢:sa hsr{�treuseuelnvaPtogrymmso<cymnam(e�s:urtergaenagmyw:aarymrde trupamerojs lmr(gedere�looerry.rcta mtr�tes�rnnassee>.Ista,ndaere,uo,[dnl . Anthony T.Tombo I1I,P.E. ��nrErrnswR[ Ire<eyeeru�jad¢.rrc,e:a..rceenadymun:lar�o�rc,oderceanrxrrteecrdn ?Imaey Rrtnl mmm(eserean(�n:ldrseas,rrcc <dr�g[u�.arcrp.ntl a ad[mrcr,[eueaen:lm�nrd s80083 de 47Gy¢:sigersrd6 rtlrc.1¢edu ul ed'nC1CC n[atpuam nlpiJ adaelrgre{6cprelSah¢Ifiruetma•;181)!d[:se(l1rP,ndssU e:udeee:e([xptiYdpdrue liil(dues Sues[ns4lbinnisMi:rdiklnss¢:sryarc,Trzss¢e!Rr6+e.<cnnrtssr(mhdrcn,edess ` 4451 St.Lucie Blvd. Mmiutthcedlre(an¢tyrede[nhv,Cr_h,e¢pmesnednt Ile rmm¢es!p 6g�eeQ[:rfle billly¢nipu,aTmsSltles 6lmcafurl�illly.Allusadod Mssuersdd9 kTnI. foppightQ 2d16 A-I Roof frossas-WbonyLTonbo((I,P.E Reprododian ollbis doameel,io onytorm,is psobb0ad wilbounbe srtfien permission(romA-1 bothassas-AotboayL Tomlo In,P.E Fort Pierce,FL 34946 s Job Truss Truss Type Oty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 D02 Hip 1 1 A0170509 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss:com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:44 2017 Page 1 I D:psB5gY W3 NJw5800kS DdXfo&YYj-rpJ ReGJv_Oj D9?DJ2 RBVG7uZX W G6zgp p31 Gn47zowJb 1-0-0 5-0-0 6-0-0 11-M 12-M 1-0-0 5-0-0 1-0-0 5-0-0 4x4= 4x4= 3 4 6.00 12 s7 0 1 N1 N 2 5L4 6 8 7 eik SQ 1.5x4 II 3x4= 1.5x4 11 3x4— 5-0-0 6-0-0 11-0-0 5-0-0 1-O-0 5-M LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ,(Ioc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.04 7-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0',04 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:45 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at puriins. joint(s)except(jt=lb)2=170,5=203. BOTCHORD Rigid ceiling directly applied or 7-5-9 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 500/0-8-0 (min.0-1-8)' 5 = 500/0-8-0 (min.0-1-8) Max Horz 2 = -49(LC 10) Max Uplift 2 = -170(LC 8) 5 = -203(LC 8) Max Grav 2 = 500(LC 1) 5 = 500(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • TOP CHORD 2-3=-526/783,3-4=-410f775, 4-5=-526/783 BOTCHORD 2-8=-545/407,7-8=-556/410, 5-7=-545/407 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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Veiv;-nnnkemgnrrtierke lIID IID¢3fSF!��D[[3llf'.16!fgL7l01L4(Df10Y(IDfr'f iLCi;F.rrnY.Rl'h�a le D([eilp 9nsedrnl Wi!uGCTn.heip N*g0v;Wtl!46wrl.[aria M;R 4&—Sinttelae ru.Ulf"ahniu rAinGe RO,ed! ATsts�earlida skDksktixke k!!sdi ls!TmsCnrsE!1 s;7.e.,aemtg fsry!exll!sslnaglt,'t4 sn!ce;Cxeitisrrk:sgnl ea;unruq rnryc�S�rhsle lnipAO!sb;4Tm:l!retatnd!11Dnlr,!rcoifrl.hh:p!n:enrrss,lrsniu!(ons,uasltrt; Anthony T.Toolbo Ill,P.E. e4aldresimstxsnrhiCta;Is ke mlasffihry de.6no,d ke Wig hmge,hke aededdk!uf.6ek(aItk lasnaDlirled!a/InL lk ellrsnldke l06n1eerfisoaedBeTess;hdeei!rkssel�,!Iege,6slefeliwniF.ny sSi t!9eres;mrn'I el =80083 ' keh:ltar Oedgerend6sEedn.Affuhs sd edh raIDD nib p0tined phraudtieWfos Umuels!hhldesaekoit8Qsd6klrrinuiSSG rnd-:dsxlxsdpilan.IFT1 Minnks nslnuKma nI&ksd lhL!ss0.�upa,Lass h!il!Eejnantlrzss Vsnhbrn,nless 44515t.Lucie Blvd. dsaain kradgs;w,mryedelnancgrys�le:nn mdeet ite rrm Dann rnaxht_rksstu�g o!npu;!rtnasldes dsmn d!er Nati�..malcdndines o!nad�nlmtnl. Fort Pierce,FL 34946 (opyrigbi02016 Ad RoaTTrasses-Aethonyf.T000h III,P.L.Repiododioo of thisdommot,inany fmm,is prohibited withoatthe sninen permissionfron A4 loci Gasses•koftyT.Tonle III;P.E. - Job Truss Truss Type City jPlY ASSOCIATED HOMES/SEDONA SKY II 67641 HJ3 JACK 2 1 A0170510 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:45 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-JOtprcKXIKr4n9oVc8ikpKCinBwddiHjyl P?LcZZowJa -1-5-0 4-2-3 1-5-0 4-2-3 3 4.24 12 8 T cc]] 2 vl B 1 q 1 9 4 2x4= 423 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:15 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 6)Hanger(s)or other connection devices shall be BRACBOA CHORD 2x4 SP No.2 provided sufficient to su ort concentrated load(s)68 TOP CHORD lb down and 15 lb up at 1-4-15,and 68 lb down and Structural wood sheathing directly applied or 4-2-3 oc 15 lb up.at 1-4-15 on top chord,and 52 lb down and 5 purlins. lb up at 1-4-15,and 52 lb down and 5 lb up at 1-4-15 BOT CHORD on bottom chord. The design/selection of such Rigid ceiling directly applied or 10-0-0 oc bracing. connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the MiTek recommends that Stabilizers and required face of the truss are noted as front(F)or back(B). cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard -3 = 99/Mechanical 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 259/0-6-14 (min.0-1-8) ,Plate Increase=1.25 4 = 48/Mechanical Uniform Loads(pig Max Horz Vert:1-3=-60,4-5=-20 2 = 89(LC 4) Concentrated Loads(lb) Max Uplift Vert:9=7(F=4,B=4) 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. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right 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 Its uplift at joint(s)3,4 except(jt=lb)2=174. Yu�h;Fleu flurc,Fl;re.e><tu'LI IO;Y 11rSS�lYF�Fl63ll 1!IYSI[7sCIarS[7SIOYjlCG1')tpt781ELKYt[I•bm lrrt;6sip lrs:4uscd ted oYesutlt rsestkip dni;QP�et4elsaaJLTsW R[Llss tStniteluew.rdry ofmius�dn6e 1L0.edr [LTrkaamr;lda sSAlru/[r@e iDCbkedt lssTsns Face Eyder(u,7;mLgG; OesMuurifrirtpesaumscgtasdrlsputswsl u;hsspp.rtti.fx tr/esgrdlesh;k runs tsr�n[xla0ul;.ata iFFi.Ikksgsnsra(s,�imitiess.uasii:d;. atKel tssLnslus>j!«Ncr;is ht mpua1ryd46.egh�OnsissAmisd s;ednde lai/v;Oetpe,u@e udendMRCYr R(seltebeESsrrnasdtn/RIL Ikq;:uddfitlOUu[u/fi:ll.ud9eTnts;hACnrksetie3.'�ep,6slsPxtisul tns;slt;l:9n ns;msrr�rtid Anthony T.Tombo llI,P.E. ZtYma as' .1b =80083 fl+l igerel6aasau.lBedn sdrd'n o?loe ;sttimsni;rl;f ndtkku[e;G:peu[k4rylduormnp[54p15:tett;lr asssu endntcet[x tuedpifncu tnledueset respssmrGn n[hnuaRrinsn:igs,tast 0esip[ya<cunutsY�ndnu.uSns 4451 St.Lucie Blvd. mrnsthrmaalrr:otnm[tpeaepr,s,lrwgc�;rnumrnd.th[ro,oes:nuT�ahr9tflru:wgorsipr,,erLnsstnnb;trsmdnJM7lr�.marmtadmacrnrta�rdsta[. FortPlerce,fL 34946 (a bta2Q16A l RoofTmsses-WasyL Tombo ill,P.E.Reptodmlion of thisdomment,in any form,is prohihited wilbom theminen permission from 4-1 Roof Trusses-Amhooyl.hmho Ill,P.E. Frri9 -s Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 HR Diagonal Hip Girder 6 1 A0170511 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:47 2017 Page 1 ID:psB5gYW3NJw580OkSDdXhv2JYYj-FO?aGILnHx5nl TyukZkCulW2bjC?A5uFIjURgRzowJY -1-5-0 4-9-8 9-10-1 1-5-0 4-9-8 5-0-8 4 Dead Load Defl.=1116 in 4.24 F12 1 3x4 1 3 v 0'- m va ci. s+a 11 2 2 LY 1 e e ee 14 15 7 16 6 2x4= 1.5x4 11 3x10--5 4-9-8 9-10-1 4-941 5-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 6-7 >999 360 MT20 2441190 TCDL, 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB '0.40 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.02 7 >999 240 Weight:42 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 2)This truss is not designed to support a ceiling and is BOT CHORD 2x4 SP No.2 not intended for use where aesthetics are a WEBS 2x4 SP No.3 consideration. BRACING- 3)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live Structural wood sheathing directly applied or 6-0-0 oc loads. purlins. 4)'This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 10-0-0 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabilizers and required bottom chord and any other members. cross bracing be installed during truss erection,in 5)Refer to girder(s)for truss to truss connections. accordance with Stabilizer Installation guide. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at REACTIONS. (lb/size) joint(s)4,6 except at--lb)2=166. 4 = 152/Mechanical 7)Hanger(s)or other connection device(s)shall be 2 = 52510-10-15 (min.0-1-8) provided sufficient to support concentrated load(s)68 6 = 356/Mechanical lb down and 15 lb up at 1-4-15,68 lb down and 15 lb Max Horz up at 1-4-15,37 lb down and 45 lb up at 4-2=15,37 lb. 2 = 171(LC 4) down and 45 lb up at 4-2-15,and 67 lb down and 90 Max Uplift lb up at 7-0-14,and 67 lb down and 90 lb up at 4 = -97(LC 4) 7-0-14 on top chord,and 12 lb down and 5 lb up at 2 = -166(LC 4) 1-4-15,12 lb down and 5 lb up at 1-4-15,19 lb down 6 = -64(LC 8) at 4-2-15,19 lb down at 4-2-15,and 39 Ib down at Max Grav 7-0-14,and 39 lb down at 7-0-14 on bottom chord. 4 = 152(LC 1) The design/selection of such connection device(s)is 2 = 525(LC 1) the responsibility of others. 6 = 356(LC 1) 8)In the LOAD CASE(S)section,loads applied to the FORCES. (lb) face of the truss are noted as front(F)or back(B). , Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-1 1=-879/154,11-12=-808/163, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-12=-805/163 ,Plate Increase=1.25 BOT CHORD Uniform Loads(plf) 2-14=-258/803,14-15=-258/803, Vert:1-4=-60,5-8=-20 7-15=-258/803,7-16=-258/803, Concentrated Loads(lb) 6-16=-258/803 Vert:13=-85(F=-43,B=-43)14=7(F=4,B=4) WEBS 15=-16(F=-8,B=-8)16=-71(F=-36,B=-36) 3-6=-852/274,3-7=0/273 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 lrceut-fiem awagFlrraiea Cse91 rGG;aaiB�lEf j,i[[3it 1.7!!S[.7S011ge5f]fiGYl'ILTJ'}t6e;aJ[41IE11'hml¢nfl4Lp wuelns utr¢¢IuY¢odic tnn6!ipOnrit(I�;}oa9N4Aorl.fuh fl;rL1¢�•¢¢;¢fYattdu¢¢st_G¢Irss¢laaiwcdeim6¢r!G,Wf N¢ist¢aaurflnes slAk¢wti¢rfteTplml±sd:Lls¢Tmse:cz Feta¢r[i,spa¢lr6p>c¢a ft:s�lnvrro->>Qnsmsm¢cep¢eaap,d¢:o¢dusew,lymr�ttryer:as asspdmesnpeTa::t¢r aretaotdr.¢slnmL T.kupnwapsas,la:tat Anthony T.Tombo III,P.E- atrmdltsLmin,aikittss isfterapnu:lefdd 0.en;!¢G.xetsankdtei¢proud:letlet 0-ger,ufte n¢hddtieftift¢It(arsc ir¢ISztfe3nt?a/RII.Ik±ennddfi¢iCUut elfieN.ud4ernss;ud¢tigsn¢toy dnq¢,usbi;¢tiae:tknarsidfhllen<IasnAiryes 380083 ' WU:Ifupe:sigerwl[skuia.AGrzietsn±nuMIGC¢et$tpu!in:n(p;ief sdmkrSgGepeelSa4¢Idnadwa1(SQrdfideflrllnlSlGw¢,dad¢:ofdrinydpum;¢.1FFiid'need¢ngnswtdnufs4tlesd�lussOesryes,TnsskupEq.- ilaissY.Adne¢,¢dess 4451 St.Lucie Blvd. eda.la4baedln;eNwl epelgnhnauyei ryrom wnBeL tern;sg¢saGi®uurmd,tuuiy dais.ynLn:glstee 6su>a dnr h:tliep.tllaradtd ienem¢s(eaut"¢RN. Fort Pierce,FL 34946 (opyright'D 1QId A-I paalTrosses�Aatboayi.Ionbo111,P.F.R±asodoniav aphis dorameaa,in any form,is prohibited whbaul the wriden permissian from A-1 iaaffsusses-AnthunyL Iambs 111,P.I. Job Truss Truss Type city Ply ASSOCIATED HOMES/SEDONA SKY II t 67641 HJ7C Diagonal Hip Girder 1 1 AO17O512 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:13:33 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYI-etf0ia4Y2Oaj8BDKzl oB2QtbogMn71 EWjuEPdLzowGO 1-5-0 2-2-3 3-7-12 5-7-12 7-2-13 9-10-1 1-5-0 2--2 1-5-9 2-M 1-7-1 2-7-3 5 IY Dea Load Defl.=3116 in 4.24 12 3x8 1 fo 4 v en [V 3x8 3 10 0 1 vo m 3x8 T 9 2 12 8 13 7 to 1 6x6= 1.5x4 11 3x8= 1 ° k 6 6. 3-7-12 5-7-12 7-2-13 9-10-1 3-7-12 2_M 1-7-1 2-7-3 Plate Offsets(X,Y)— [3:0-1-15,0-0-01,[4:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.10 3 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.30 3 >366 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) 0.13 3 >836 240 Weight:43 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 4)'This truss has been designed for a live load of Structural woad sheathing directly applied or 5-1-14 oc 20.Opsf on the bottom chord in all areas where a puriins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 8-9-11 oc bracing. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value MiTek recommends that Stabilizers and required using ANSIIrPI 1 angle to grain formula. Building cross bracing be installed during truss erection,in designer should verify capacity of bearing surface. accordance with Stabilizer Installation uide. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at REACTIONS. (lb/size) joint(s)5,7 except Qt=lb),2=194. 5 = 128/Mechanical 8)Hanger(s)or other connection device(s)shall be 2 = 57810-10-15 (min.0-3-2) provided sufficient to support concentrated load(s)72 7 = 380/Mechanical lb down and 14 lb up at 1-5-0,72 lb down and 14 lb Max Horz up at 1-5-0,69 lb down and 56 lb up at 4-2-15,69 lb 2 = 174(LC 4) down and 56 Its up at 4-2-15,and 97 lb down and 102 Max Uplift Its up at 7-0-14,and 97 lb down and 102 lb up at 5 -74(LC 4) 7-0-14 on top chord,and 17 lb down and 0 lb up at 2 = -194(LC 4) 1-5-0,17 lb down and 0 lb up at 1-5-0, at 4-2-15, at 7 = -97(LC 8) 4-2-15,and 16 lb down at 7-0-14,and 16 lb down at Max Grav 7-0-14 on bottom chord. The design/selection of such 5 = 128(LC 1) connection device(s)is the responsibility of others. 2 = 578(LC 1) 9)In the LOAD CASE(S)section,loads applied to the 7 = 380(LC 1) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-10=-1162/308,4-1 0=-1 132/303 ,Plate Increase=1.25 BOT CHORD Uniform Loads(pin 3-12=442M312,8-12=-444/1308, Vert:1-2=-60,2-3=-81,3-5=-60,3-6=-20 8-13=435/1292,7-13=435/1292 Concentrated Loads(lb) WEBS Vert:3=-2(F=-1,B=-1)10=-54(F=-27,B=-27) 4-7=-1334/449 11=-1 65(F=-82,B=-82)13=4(F=-2,B=-2) NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=S.Opsf;h=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a vRornnednn¢lrr�rnrinDDtmssa(sua;araul:rgUDDHIMM10ulur..rytoKIrItaurnalrlt<dpp,:wnrnenrtna:::s:rmsadnm.Np�;®tartdsyi.r�t,©,rtrrznaswnanr. DdEnr,,.IwcddefirnD,nlr iLTsFasotrrtelrsskDknetFruitenlrrdil:aim50:s.�Ir�:e;wlrG7dirrlir.off!uLresajiG;,gn:msnscymndo,rr :sindnin:r�rnp,aerrtr;;eetrdpdacsnyetm:ty tnneloomr,ntnml.tsztssyrnaeren,letalmtene,srn:tear.! Anthony T.Tombo III,P.E. rtnedktimsinmidfiknsntmiuwdarddOnv,aaDnntefnedgduneWtgOnpe,ofieneddfienCLn(nlrwlrlh3dqulWfii.IkenmddfietDPutgfi;It.uddrinn,cdrrvsknersnaggiub"eti.nlF.nvrsidhaxnrrnsidatd 'i80083 ' IhbUgOesigeral[erar9n./Deett.1"kiMIDONfieractitnnlps:axsAMld IGrrreelkahhldervetca;k[SQrdf;ketlriRntStGa'erdrerdtacrvrdpif—In Itdiusfiensrusaelannkhtiudniluu0:iparbask:pkir—nW,Mdmnu,edess I 4451 St.Lucie Blvd. .A."I tereedkrr rxamttgaidynis nn�y Ifel limn Iminl Ito Alaiad'v:d Ina;ee ndmnl nirld. Copyright®7U16A-IPooftrusses-AnshonyT.lombolll,P.E.Rtpmdomionof this dommeal,in any form,isprobiPitedwilhonsthewrinen permission from A-Iloofftosses•Aathoayf.Tonbo III,P.E. Fort Pierce,FL 3444b Job Truss Truss Type city �PIY ASSOCIATED HOMES/SEDONA SKY II 67641 J3 JACK-OPEN 4 1 A0170513 Jab Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:48 2017 Page 1 ID:ps85gYW3NJw58pOkSDdXfwzlYYj jaZyTeMP2FDeecW4HGFRRz2JY7e4veSP_NE?DuzoWJX -1-0-0 3-0-0 1-0-0 3-0-0 i 3 6.00 12 ,7 o T1 T 2 B1 4 t e• 2x4= 3-0-0 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 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a 'BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:11lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss' BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb,uplift at BRACING- joint(s)3,2,4. TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. LOAD CASE(S) BOT CHORD. Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation 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. (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=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. a�v.;-nwtn.,.:;eyr,agv6,•i-tm,�=rasa;u!;r•;rrs3ur:wss;�:olmurrrau-rarr=r}ms:a�rr�uurnaf,a;�,m��:a,,,ue,:,ram,,,a�,r¢„c,:��n¢.m;tm;o�n,,�nRrr.r.,km;r�.r,r��;,s�,l:r:.¢.esl„:a�g.�,:r�,tma:rn,:,lr w'r:isptensi�lk,s<errRcfocmtesz:tr,arnun:s,rga=:,u,srea,cruN,�1n::env;m;rela:u�sm,eermsedurrean:ae,q�,:,: ,npaar+rewpam:s�qrm:i:;»„trop:dr.weatru.cxk:�� ¢rywxa>zw¢,�scs�t,sd.ry:: AnthonyT.Tombo III,P.E. w n:dt�:sL.ssrzeajr.E ;Isa.uy..,b:Eaydex on�,a o..r,s;a a„R Swn:arr�u:::pw,�6e¢n,adro,Ir e,lxseu l�,l lm;¢e.atrrL ik ypw,ion:IDoaege:li:wre,i,n:adtiao3ttut¢y„aq,.omrnn.oRr:m,;,idr,as„�mnania -80083 ¢m.111:1ns'diiNloe„r&r,e,a:dp:ur sQfi,1442;GeReelSdehdn¢elaaiifj;1G41HIP.1srAaeie.-ibrrvadiil IN16.1k,"'I.Ati".166rtdnLassov e,i,a,sGevpEq.—Wrnssmt+rcu:ea s"I 4451 it.Lucie Blvd. etMvis,ieRx9haExh�,pe:dep.8nftij.1jreri.r.bid.10N.No.67h,e if F�Imrsuagn„Ip,,wLs,s<r:�E,rtaadR,.taatag.al arrderiMx;m.,etwa�aan. - Fort Pierce,FL 34946 (opy6ght1)20164-1 Fort Dorris-Amhaayf.Pambo III,P.E.Reipadmiim of this slommaiu.in any form,is prohibited withouffbe iven permission from.4.1 Rooffiassas-Ar.thanyHomb III,F.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 J7 Jack-Open 34 1 A0170514 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:51 2017 Page 1 I D:psB 5qY W3NJw5B00kS DdXfwzlYYj-89E46gO1 KAb DV4 FfzP p83bged LYQ6?Crg LSfp DzowJU -1-M 7-0-0 1-M ' 7-0-0 3 Dead Load Defl.=3116 in 6,00 12 m r7 r7 l 2 o- o- 4 3x4= 7-0-0 7-0-0 Plate Offsets(X,Y)— [2:0-0-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! 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(TL) -0.31 4-7 >269 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.19 4-7 >448 240 Weight:24 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)2 except at--lb)3=114. Structural wood sheathing directly applied or 2-2-0 oc pT BOT CHORD LOAD CASE(S) Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. Bnhp-nx nrllr«.hv7ieYI10g.TIDSS3ln gelC3A118.4s8(iROlnllSrdflnY-{4T3'12[[WKi[LeLL:CI'b:41r."ddiaipp!c,9at ud t6letrer»;cr:erre.tr,o�.:rq ;aamdm>.rLnuec,rtrszrus,let.•e.c�Efe:,�de.+rer.�el�,merco,Klr f4TeiaazArgitless'el(krndtarflc;pCplerdGA¢eires0es61h?x{1,�emMEesi>r�tlaeslnwrl6;rclroetlsnecgamdrierrv4:v,alegia:s:lelrnaa•.4*i.rytrneks�A6esbykrrvs:dgifl�nfIPenry,eunTFlLiktri�uno�ieylafmiurdGius,salf:fdg Anthony T.Tombo1II,P.E. ntrs:dC:c inns Wrmplrniss isne mpnsiimpdhCnGae Onds oalaked grsuhelrif6q Pesga,hne udeddne none l4(ultiesxili0fug,dendir;l.Qe eppmddneIDOndeepfi:Nnedflrr,.ccbdeCo)krday siege,iestrf lhendimaS Sidi isle nsresirTatrl. =x80083 ' fledrMgftfPuerdhandn.Own wtedhrerDDnlnsp¢tirKndpa'dermrsdtklndeplop-1Sao¢Idersenwl@Jrdfi;4e1ITTN"ISGAeetde,rltx[sad;+iE­TnliSuesneresInAltual tiesdRLa Unpu,r,essh.iphp:rrniI—a duh i,rdin ' 4451 St.LuefeBlvd. nflarbrkBw,dkerxoatnpreedepnn nrh;lrel ernes hntsN.1'va I.,D<Yee bib.,hFrflerrntganlp,;rtT,nsgpsi,xGyeuet o!oTlydliq.EllapudhAtaas ae rcddiulhR41. (apyright�lQl6 Ad Roaf Tmsss-kthonyL hmho 111,P.E. Fort Pierce,FL 34946 Roproduaiae al this domment,in onyhim,is prohi had Whousthe mitten peruissiaa from A-1 haf Trassas-kthunyf.Tomb 111,P.L a` Job Truss Truss Type Q1y PIY ASSOCIATED HOMES/SEDONA SKY II 67641 RA Jack=Open 6 1 A0170515 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 312016 Print:8.020 s'Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:51 2017 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-89E46gOIKAbDV4FfzPp83bgeKLXo6?CrgLSfpDzowJU 7-0-0 7-0-0 2 Dead Load Deff.=3/16 in 6.00 F12 m o sb as 1 t a 3 3x4 4 i 7-0-0 7-0-0 Plate Offsets(X Y)— fl:0-2-10 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.11 3-6 >778 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.32 3-6 >259 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 'CodeFBC2014ffP12007 Matrix-MP Wind(LL) 0.20 3-6 .>422 240 Weight:221b FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING- TOP CHORD joint(s)1 except Qt=1b)2=115. Structural wood sheathing directly applied or 2-2-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 278/0-8-0 (min.0-1-8) 2 = 185/Mechanical 3 = 93/Mechanical Max Horz 1 = 141(LC 12) Max Uplift 1 = -36(LC 12) 2 = -115(LC 12) Max Grav 1 = 278(LC 1) 2 = 185(LC 1), 3, = 130(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. tet,far.ne�tntaerFlriel�e.mt•:tm�;;noss[s;x,a;zsau e�ssusmneuosou�rorx}:tacos:It�uFrrt¢arinrd<fiPp,c•MEnea�lwnnra,ruseclsi;EmE.�p�;arnlrmnrt.rl�vlr:rt.rlrn;lsalnrnenn.ellntxa.�,ernlimelnn.ntt fhTtzschtarpldnssliheseldyys aahF<Idd.lseTer.SOn Fyn•Yst frtnd'rE[y1epC.SYtt139iIUi(4n;Ulfalin(rhCtd62r(dF:NntItETii4fnfen'jl9;dv7!C3(119+y9tFQ1lfI1FI6LE leT� n:iuonlr.tE�atrn.Ta:la�vm;.¢r�n>"i r td.s,""Idr AnthonyT.Tombo Ill,P.E. tit nedhsims1,.1I'dir,Itn.aul WIdk G..,PS C.. ,4,wdgW.,lit WIRDMIa,hdendeddhlW,6.eIK.IIrhteftainjd,WIN L lh ep,snldhlTDUnttry dtllsetl9,Ftn,hddigklTnOt,e,WelieenWl kn¢r sits at n-t.601d 480083 lie StefarCnipeal h>*Nrt.WMesstlldhdsifiC n/ax raatnnlryu6tsdkekufq hcpenl kh¢tda¢erot1tS1}idfi:fatYtlP nlSt(AattdaerelGx rxvd piltat.INl t.�aes llt nsrnutthn nlAtiesdhslias Ots:�sa,'�%ts Ot;ip'xeanllnn4nded+ta;tdns 4451 St.Lucie Blvd. ltMrhs ldtef rrs tnaMlgetespth nk'¢e h d roan hn6N.ik G;sOeatt(27aea is FTBeAnrctUtsOaltta,aTnt;stun:hreaa dagh:l[nr.Llnredetllas;ne rs da5ttl'aTt41. rort Pierce,FL 34946 (apyright91016Rd'Aaoifrasses-AclfiaayLTan5oIII,P.F.Dpsadaaianafthisda—ent,inanyfarm,ispichi itedwdhautthewhienpenaissieaho-nAdRuMusses-kdanyi.lon5aill,P.F. Job Truss Truss Type �Qty �P71YASSOCIATED HOMES/SEDONA SKY II67641 J7C Jack-Open 5 A0170516 eference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:52 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwz[Y j-cMoTJOPw5Uk47EgrW6KNbpDgokyorPF—v?CCMfzowJT r -1-0-0-0 2-7-0 4-2-9 7-M 1-0 2-9-7 5 I Dead Load Deff.=3/16 in 0 6.00 12 1.5x4� c? 4 d N m :[J 3 82 0 2 0 3x4= 1 � d r 8 3x4= 1.5x4 11 2-7-0 7-0-0 2-7-0 4-5-0 Plate Offsets(X,Y)— [3:0-1-9,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.10 8 >797 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.27 8 >308 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.19 8 >434 240 Weight:30 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 3)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING-TOP CHORD bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 5-0 4 oc 5)Provide mechanical connection(by others)of truss p T to bearing plate capable of withstanding 100 lb uplift at ROOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. joint(s)7 except(jt=lb)2=138. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard REACTIONS. (lb/size) 5 = 52/Mechanical 2 = 345/0-8-0 (min.0-1-8) 7 = 224/Mechanical Max Horz 5 = 157(LC 12) Max Uplift 2 = -138(LC 12) 7 = -61(LC 12) Max Grav 5 = 57(LC21) 2 = 345(LC 1) 7 = 224(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-525/792,4-5=132/336 BOT CHORD 3-7=-647/533 WEBS 4-7=-564/686 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=S.Opsf;BCDL=S.Opsf;h=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. aNapfl.•6.411f.a 6e`It10noseu(sws;GIeIulMsrdsmnasrrsnwt rru,rapproshnuerdsrd:,nesmda,ip ®:rt.rift"sknmurM rifts,0-4.sid"Nrza,dir rL4tca�rgletd sellkaeekrte7rEkked:L lseLds e:sg Grnr.p.e„�e;uM 6rk�e�:rslnraTla3rtrrouuascr�nrdderrhni,rd dslaKriyrdpouJSArM,Sr 4upd16e shr4 Ld;eq>dd cr&lt4ulr,:rla 11F1.1klr,Ip rtuopnt,IMai m4Yes4unaS2m An T.Tombo 111,P.E. oersedYcsTnss tar myUA3xg lske d:ruiw:Inidmee.m,FeO.xtroAamee ryedun:rwifmr Ongd,hde ddeddtirR;,n,Ittdriklr l'�illigrodrWleil.ne epmddfir l00 dt ey fi:il.uddeinss;kdrCytnd .doge,udreenndlknnr ild'hnxdspesueiryd-: i80083 ' munr�g:d�ddd6 :�w.and:::drakktocrd�ruwsuTrkddkrar:ro.pmsdrkdd:rm:;rtsrtrknrrruasw�rumr.dwr�dpuz�tnti�u:e,u:rusiadwamsdktusso:spd,TssscdRrryrnuetncsunmand,dds:. 44515t.LucieBlvd. sdmdv i:hallTermumspdegn�e nxss M,aTpties idddd ilia rdstDeCp Gg3wdG�Itlr kusy n:npw,srinss<sdm ursSdduJk:umr.LldTadud liras rd rs edfuekTu" Fort Pierce,FL 34946 (opogbt920164.1 Roof Times-4nlhonyLTamho III,P.F.Reproduction olthisdommeon,in any fotm,isprohi4hedwhbouithewrinenpermissionitom44Roolhusses-1lnthonyLTomba111,P.I. a Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 VO4 Valley 2 1 A0170517 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:53 2017 Page 1 I D:ps B5gY W3 NJw5800kSDdX%a[Wj-4YMrXLQYsnsxl0 P24grc801B e8MOavh88fxmu5zowJS 2-0-0 4-0-0 2-0-0 2-0-0 6.00 FIT 2 3x4= T 1 3 ....................................................- --............ .....`.....�—f _. B1 e3 \ `\ la r r o d o 2x4 2x4 or 4-M 0 -8 3-11-8 Plate Offsets(X Y)— [2:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight:10 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SIR No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)1,3. TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. . LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 110/3-11-0 (min.0-1-8) 3 = 110/3-11-0 (min.0-1-8) Max Horz 1 = -11(LC 8) Max Uplift 1 = -22(LC 12) 3 = -22(LC 13) Max Grav 1 = 110(LC 1) 3 = 110(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ......... •....... N flase� !e!kefit'S•i t_iiIl8513 fEtll'EFPD:E;ftylttUCl;�95 Eh;liiY., S:5N8R'sE7Nt:&I'teta.tl £tret filar,?ftmitteletW apt':n:;[?i atwu ilDF;plgt:ei3tn,L':uaagGtF.tetrtnt iintldnt 9se.Psll:fi.,trrse tkt3 n:??G6,nly 5i`:lS:! faFkti sSfStttsdf At lD@hien-"d}tTrss t•.pe(xtinttt.a,iltCtOy ¢eajS?set;ett(IPPitsretx s7tzzp?eraztitxeht:'asalwlictol r•t yoa2+Ui Sn[ttitsipatthesn6lFisnt itpuelyl=tFJOtdynsti)Hl.:kttsnyt ni*,�ka;,4>r'.:tpK.t^ttyt ityh:3; Anffiony T.Tonlbol::,P.E. 4d tU iiS3lf fnif Mfti!S."IIOy41^..fe;(t[fi{GU(Sf�':�SU 11?CiEkfb �?td tj?fltt�t EiLII9�tSk.UEXSLnIYIS.?IIt�OI�IEtS�d&t74;;tI.9?i IEIE.r3lt}(nlEEtilSti:g OtttE°ids,cart°tayng' irtgt,t:wmndt:trr.�trtttt.i}tt.r>xz;x 80083 ' 2h.tlij:tiiPlClSttildOYL}3tizi seletn6t T:$af H1}fb7TStt{,tr llliriK taNAjtlS}9N:t '.�I EhSl�af(f}!W�{r rei 6t in teT'JeltYtn rFSClf�lt6kSt.rStE t45itSltt lttjllid'tiF!;t3t}}JtFYltit r.RS16PS t.TSSit P?4R rFT2ttt@t TRSS}.'R SQT.B.�EF55 4451 St,l{}C!P.Blvd, a stylnb€aedryt.MritPetlgak>tau7ertl; tsarthH.ite f.+st lesgtEt; ek7 to tnen}:tsigaxrT•rniishvhpeerstlailsien}.t?tt}d;'zdisc!mrf§:tatfi 1. Fort Pierce,FL 3-946 Eopyrighle.2016A-liaoti}csns-Am6aayl.gomEaIII, E,R=_pradeti;artatl6isdamaeoE?iaaayiu:?>ispm6ibited:9fiaal16enril'teptrmissieaSemA-lieniitestel Ant6cayl,leaSaIII;P.E Job Truss Truss Type city Ply �ASSCCIATED'HOMES/SEDONA SKY II r 67641 V08 Valley 2 1 A0170518 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:54 2017 Page 1 I D:psB5gYW3NJw5B00kSDdXfwzlYYj-YkwDkhRAdS_oMX_EeXMrgEllOYa9JMxHMJhJOXzowJR 4-M 8-0-0 4-0-0 4-M 3x4= 2 6.00 F12 Ty= N �, 3 10 \� o 6 0 2x4 r 2x4 .... 0-0 ....._8.... 7-11-8 0-0-8 Plate Offsets(X,Y)— [2:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20147iP12007 Matrix-P Weight:23 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)1,3. Structural woad sheathing directly applied or 6-0-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 27017-11-0 (min.0-1-8) 3 = 27017-11-0 (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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. � � ��'�'� Rsm•fl(m re!u»Le'FI(7x1tD4T SWa'fltl7slitt4lE(Ulii(A7f(P.i�x 3'tlS6PJ6Y9Cl'fw.tesd,Hi xcasirwA nAwa sa lYrrmrE:dpS^»Q iiM;nifSs lftsent.'saaCrl.UM.nn3teet leht tsa ins r§aru r>redatt€(4,nf r �Iri't T t {��!• PF i t Yi`A:tmrlwi"sn.s:knits(x@@nNnbi!!trnn;t9ls tt(Ann a,4(kdryittrseu)as(n°uogTUpnq(sre!ncn(!r�dnsxehu:nd!tgivnrur;npn'a'�(a herNitdtie sis(ItTfnt iepiaelmW(19att,Fria 111E W6WPnvstsa,ln+-iI.O.s,u'.hli;i! Anthony T.Tosnbo 111,P.E. a3ru rinnianbra.i3ta(nxn,r=r;ad+r(�c.(M,nsc.wianuapmoeer�ra(guy!,uMta�zax!k�(,3�Wosledledv(nO zdiPId.ISr9lmtliRet:�ui cry GeHs;edt'nta'atu(S;.fi ysfarc3e,n!Idan ediies{fkdlY Cx!spuAse>ty+ 380083 ' Al ldtn(h:`yxr o;i(naa4t.R7#»:faWwnt P.'J mf Etifi2i1S4i{p1!'USSS((11W'JllataAL'$d.'t'�'a(S39i98(S�(f3list5lkr ipYxl(SG os uhneudhs(oscel�tme.ifld!!!ms#e ngn:i5c(suilAsst6t L+ss ws !y rfi3l Qi}R rtrJHtuilR:9 ksdlRaG.�6i 44515t.Lucle Blvd. Fart Pierce,FL 34945 a:tn»irehk!iry»(es;rts;et(sts»6»ifi(tlrR(mu.inh(t ltsi!ns0esip&jaw,is h71!t!keolrslgnx.w rin:t'sna(r(nmdmieny.AOtgdaaelh!af m n i!iedgUN. � Copolhi02016A-1 tearltasses-Antbaayl.lomba Ill,P.f,Reproduuan otmis datumea,is pay rarm,is ptaAibited.itbaal Ilia written permission from A-1 taa1(rusts.Ambaayl.lombo Ills RE a Job Truss Truss Type Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 V11A Valley 1 1 . A0170519 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s'Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:54 2017 Page 1 I D:psB5gYW3NJw5800kSDdXhv7JYYj-YkwDkhRAd5_oMX_EeXMrgEI EKYfGJLiHMJhJQXzowJR 5-54 10-10-8 5-54 5-54 4x4= 2 1 6.00 F12 ST) ��• 1 ~� 3 _d o 3x4<r- 4 3x4 1.5x4 11 _.......- — ... 10-10-8 10-10-8 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.57 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:38 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding-100 lb uplift at purlins. joint(s)1,3,4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 215/10-10-8 (min.0-1-8) 3 = 215/10-10-8 (min.0-1-8) 4 = 416/10-10-8 (min.0-1-8) Max Horz 1 = 44(LC 9) Max Uplift 1 = -67(LC 12) 3 = -75(LC 13) 4 = -35(LC 12) Max Grav 1 = 215(LC 1) 3 = 215(LC 1) 4 = 416(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS' 2-4=-284/266 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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. -.:.....• .;.:.... r1tt:Y3•rli6!'.'ttY,5.113t!H.1$4�t t_ltlr9$�>j$Et$tr�tf�6[$fu4:2tgY.'ti;J4$tPIC113'21rf1�li5A'J�'tJfN:N16ttF.kth ftl'EippTSt'flSad3K{4�•iA Ca4-Rril4• i! .dlaCmu 1gt,tsrAt/dka(Cieraasl6La.4(r:eus SkrAkfrn sss,U,4u tfxtrltd tin2e1C6:n!q 4l`:tt?tMM9:y%5E5 Sk-Etk3!dtp Gt tggNkn5i r3ir'ariia:�te$alpita(Et4SAr Yji4tay iirk'et aylg(tltp4srl3nattr!aaattl ad4l BaitiWlWa{t1t:yWYa1Lt(a rftbSl(iitri4ShjI1Lx3{nyclydtetlt(19ah edtfl8!ikLtSljarii KrRf,ti ag't-8!`HS.Itiidi 7; Anthony T.Tombo 11:r P.E. o9a3e a'tEt3fnoternrS l4ialttRers{avwurdt§!7Kn,t Coati`s p5a:tds(Wades kgeeq.uGur std&t7t 3e 6:m&Irrl dr'ers3<s3saadiFiA.TttglrStddtlel lad eg5alfs:sd 'iw,twsib(1 SS}auepa,'tihkmnx9kaecrssvl:krxrsacr.ili:ipd 460083 ' 3e Ea liar e,raaRr&aaa3r.17mas slat®t4et;flnf tarratasnlSad ensltetDdt 6apsisr.Sdtt>'.x3:rnes itSftdts$�ty stslSltE pe eefustalrpgasrelydrn2M!kkn#a rt�tru°dssnr!>aan E6t F-Dwu,rau N;-ersw ntkuV 'Usr,alm - 44515t,Lucie Blvd. t3a+sstetasetilt Ce#rAsgalssaamangytblpaa rdsN.Set as7eupre�aral:AZT to Euspr tdpr,a G+Ss;smarapa rd�a op 14a(Dcaar1sm aiz`ak1&L Fort Reree,FL 34946 loprrigbls02016A-1loorlussts-khayl.lombol!6P.F.Aeprodudionof ibis dommentin any rasm,isprohlhittd.itboat the adnenpermissiaehomA-liooilr uts-Amheoyl.tembollL?l Job Truss Truss Type Qty �PIY ASSOCIATED HOMES/SEDONA SKY II }, 67641 V11 B Valley 1 1 A0170520 Job Reference(optional) Al Roof Trusses,Fort Pierce,,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:55 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYj-OxUbxlROOP6f hZQCEt4DRrQ?y?g2pcRbzQty_zowJQ -1=0-12, 5-5-4 10-10-8 11-R 1-0-12 ' 5-5-4 5-5-4 1-0-12 4x4= 3 6.00 F12 3x4 11 f i §Ti / 3x4 I u n 8 7 6 3x6 If 3x6!1 1.5x4 I I 10-10-8 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(I-Q 0.02 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.02 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-R Weight:44 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at pur ins, except end verticals. joint(s)except at=lb)8=140,6=142. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed.during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 365110-10-8 (min.0-1-8) 6 = 365/10-10-8 (min.0-1-8) 7 = 262/10-10-8 (min.0-1-8) Max Horz 8 = 53(LC 11) Max Uplift 8 = -140(LC 12) 6 = 142(LC 13) Max Grav 8 = 365(LC 1) 6 = 365(LC-1) 7 = 262(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except y when shown. TOP CHORD 2-8=-320/443,2-3=-250/344, 34=-250/345,4-6=-320/444 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=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. flrtse 9;l rt9kw�t'AIr'i:itl6sanEU�'.HAEisE'LL4rS orsi isE ieg EiaIXORE'J6Y.AI'ttru9.ttE"N" .{'FMIj - h sgtp sai•�sNFrz±rtsltsttGct;Ris[EsyenaurEiC€;e9114±S�ScR,i.:'taia lytttsh:Nu SlrelEfhR 95t.Utss9±'stts;se shM@3;r4,¢E11 WEtF.;, 1.Yyt5±sstrkrstdMAtl6€@iesaoi.E.true.:{t:ephtR('.t„tixCJ s±rw,,.aset:NN91g6rtxrsr�3@st!{-xexsUtTtkttxtltspianr@p:rpma57tU6rkil�tf6ttit6yhn3ap6ierb9ftlS92tft,@eaREl,Shehssp:NRap�c3.IaA"xp@tdSsES,atlaki?xr AntbonyT.TomboIU,P.E, @eNt E�srR.3rNR.c�cyu�N;pNaera �..tv.c ev Nray a@ E�br R�«,ro#r nku:rr,u�@ta dl ap:±sttaTru.E tyP,�amTvsssrgEH cast R c �ys�@y nt :namt�hR t s rx9 xt.,,t E #60083 4451 St.' t tEi`Egr=t'Jp1CRrrRa@at it Solt b@k64Gf 1:9@ih3rfRSiES@{pii}b±tb'INEts'{IN«$:LINS�9gti($Ejr$Iii)23{r Etl RpSrJ ttt Rrt(fR!DE�§PN!ll fAEi T,Etj-I ?t4E}fit iEtrN.15`J7:1391r LAt34}ir75Sgtfl�%t;rf5iE�4T4 rR�SEQ@{�Ns4'rJe?IM.tEEfSf be#IitER{E'Utr erg !Pr Non" ytP,#vtsiNLtL$eh95s 7±Si E!'.;SEMI trrzio ttSIRG,9P rRf3:St 9b t@14E Itft¢.rt¢rSii il11C6:m@!.`.N7RIFN. brtPerc,FL 3494 � et � � �r s t+ r+r r i-�4 @r r'• Fort Pierce,FL 34945 LopyrigaQ2916AlloofLrsses-AmEreyl.lomEollyP.E,ieprodoo;ond1hisdotsment.in Gay rarm,isprobibited.:Ifion the writsenpermissmh usA-1kootifasses-AoEdeoyl.EamSo III:P.E. s Job Truss Truss Type, Qty Ply ASSOCIATED HOMES/SEDONA SKY II 67641 V12 Valley 1 1 A0170521 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:55 2017 Page 1 ID:ps65gYW3NJw5800kSDdXfwzlYYj-OxUbx1 RoOP6f_hZQCEt4DRrSey?K2o?RbzQty_7owJQ 6-0-0 12-0-0 6-0-0 6-0-0 4x4= r 2 I 6.00 12 i � ST \ 3x4 4 3x4 1.5x4 iI 0-0-8 _.._12.0-0 0-0-8 11-11-8 — -- LOADING(psf) SPACING- 2-0-0 I CS1. DEFL. in ([or) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.34 Vert(LL) n/a - n/a 999 III MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC -0.29 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 ' Code FBC2014frPl 007 Matrix-SH I Weight:39 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0,-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural woad sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at purlins. joints)1,3,4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 192/11-11-0 (min.0-1-8) 3 = 192111-11-0 (min.0-1-8) 4 = 475/11-11-0 (min.0-1-8) Max Horz 1 = -44(LC 10) Max Uplift 1 = -53(LC 12) 3 = -61(LC 13) 4 = -66(LC 12) Max Grav 1 = 196(LC 23) 3 = 196(LC 24) 4 = 475(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-295/257 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=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8[MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. ""'� "'"' sfast•flase:s t t dt'FI!'S1DC3•r'�SLUT ftA[U€iEtN/1lU9"sr0.M1SlE51FH?'r7. A'tiiCU;i7E9IM'h,a ta ki etsds+[tadseftEdy Weis irtn[:apEre.bi{ICE;es!}§fSA§nnl.iedxil0,r£4Mort llttilefim nt.Olfts tasixut stedt:4e T-0,tti+ pi:'eFtewin rStfs sts:N}rdtntxlC@dNsesi.!!eT9it'rtihlrtiltetl.4,itKS�ljEFpatlIP 1It�Et W/IPPIiMtetP;n%tlitaT:i IlfRt�l:reel tRiteNbiet:p,}d�tjlel(xlfii}itlrN}nr13T}35}!!Jti1trA6tliDtelt,tF(ft lru.:vetf},p,f}�rex:,i:xep•rc-us,}ear; Anthony F.Tombo ll:,P.E. rdtutlEni,sternr;Ril ru rclecsile3ySds;ou,a oes htod i 31'R Ed§.'vtlt;rdasekGai7esr ,Ufs:W tis h.dlci.ph.tlill. d }SU883 irgpfeddttEl�W°r`ifFf.tdfuxL+r ted7;Fdisystxfre,Mfxn tr3s.fmr skd:berxresaxatEay ' 3elst.ie;w^r.E:lrsebthr..3es3ssdfd.dtF:Ont6spaSus¢iE:Plsiteslht�'fig[c }a"Sa!sfmma.rtriWlfdodif 111W Stu ne r9u."if"I—Tr4i'mlfl.1M.ts:le regte•ft'.a;ssflm's d6t Lss!wirer,ins,Nciforms,.4?n:s t.**Jff'Wn 44515t.Lude Blvd, o3fs.ise kfitefbFtrffrl nfeNfyfekar.NrhePrer>natthr4 ipLus Cart&ya„is XJ l4tfeEnr asfnp,a:rross;isRa&pxtetdq btEfiei,iQegil46trfncsen is tf'ae1AlPFi. Fort Pierce,FL 34945 CopyrigNC2018A-1loofLessrs-Ambayl.lombo111,P.E repmdsdiondIhisdatta.M,inmy ram,isprohiheedr;iboAAt.ti}lenpamissiocfiomA-llooilronts Amhonpl.teaboSSt,P.E Job Truss Truss Type QtY �NTYASSOCIATED HOMES/SEDONA SKY II 67641 V16 Valley 1 A0170522 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:56 2017 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-U72z9NSQ9iEWer8dlyPJmfNfvMNHnFtagdAQVQzowJP 3-2-13 8-M 12-9-3 16 0-0 3-2-13 4-9-3 4-9-3 3-2-13 4x4= 3 1 6.08 rl2 c 1.5x4 11 T Ti 1.Sx4(': 2 ST1 4 - I � W 5 �\h O O O 3x4 8 7 6 3x4:• 1.5x4 ii 1,5x4 II 1.5x4 11 0-0-8 3-2-13 12-9� 16 0-0 0-0-8 3-2-5'-- --...-9 6-fi_._...__..-._...... - -' 3 2 13- -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n1a 999 ! MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:56 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at OTHERS 2x4 SP No.3 joints)'1,7 except Qt=lb)8=150,6=150. BRACING- TOP CHORD LOAD CASES) Structural wood sheathing directly applied or 6-0-0 oc Standard 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.All bearings 15-11-0. (lb)-Max Horz 1=-60(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)1, 7 except 8=-150(LC 12),6=-150(LC 13) Max Grav All reactions 250 lb or less 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=-288/337,4-6=-288/337 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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6veq•Nme�ta}lyrnlrtdi'A•t 4�?itPSf?i[SEU9}Ise[is!iE1el16(pkfirnftEllrJf{ti!a'iF!SYOSf7ESIdN'hm.tafikcp lrrfiistdeettriyards inn pia�si,alper WSN:sMv;1.!eiaoClr£li'xeuSlfalden ne.!h;ns r5it�ie>rfluaaitg,idy Y.A. M$m stA4tn'd(v6rtlPpnia nu)!trast;eskt&r4ent5.t,Specadlf e;^.¢:edtio7lppngivavvsay'aradptri`nsni!eep4rvlgntpwt:iully&kJgidhe wiUms iildd.w r:Aak'or 1111,iNhH7inuzlore,bzsp icf'an,whHi,+ Anthony T,Tolrebo Illi P.E, Zdntdtd{ttitthrnir ltnr tl'btf:li¢,lrfid&OiTif,6lr;:etfs ew`+nudtiWvhel�3silinp,n6ifmkrtdtl•9f,3etKnldth;dlusivrcelerASN I.IlitprnddlSel:il¢ivl5iurxd3t€nst�fiinrSaA'sr,sh+cSe,etl¢F.matvlhorsi deVbrxresgti.di9rd #80083 ' 3tMIIypiaiavtrlfwav§i.27uttsatdmdtL"dvtfxlrztusvtrafL3nsddtfla,Usprr.Sileriz+acmvSehp+tLstzlhiNvlSl;tmedervudhiifsvelgilue,SiL!ld�;nttngausthttulk2si'WL sspiv�si,IronAfg[tyizxra[lnssuadihrn,ntns 44515t.Lucie Blvd. Ha na�aei3t.rraeaNuhravintelwans,ahrl stt:ncpinairrpl#ik!iLrngx,vrns!nnnFiicnrd¢Slit";ier,ArvlhntlNratmntda!rN, Fort Pierce,FL 34946 ropyriotl0 2016 A-1909111asses-Anibuyl.lodo 111,U Peprodadinn ntthis dotamtot in any lafr,is pidNi d.ilheol Wa wriuen permission I=A-1 Roof Trusts-Anlboey1.lomlo III,P.L :S Job Truss Truss Type ntY �PIY ASSOCIATED HOMES/SEDONA SKY II 67641 VH2O Valley 1 1 A0170523 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:57 2017 Page 1 ID:ps85gYW3NJw580okSDdXftalYYj-yJcMMjT3wOMND?ipJfwYlswpslivWi5j3Hvzl szowJO 8-6-8 11-5-8 20-0-0 J 8-6-8 2-11-0 8-6-8 3x4= 1.5x4 11 3x4= 3 4 5 rt I 6.00 F12 1,5x4 11 1.5x4 11 �7 i ST2 a STn k STI t o ~'^• •o o - o 3x4 10 9 8 3x4 1.5x4 II 1,5x4':€ 1.5x4 It 0 0$_ -- -20—q _._...._..............-1 0-0-8 19-11-8 Plate Offsets(X,Y)— [3:0-2-0,0-2-8).[5:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) nla - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014![PI2007 Matrix-SH Weight:73 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 6) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 7)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at purlins. joint(s)1,7,9 except(jt=lb)8=166,10=168. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS.All bearings 19-11-0. (lb)-Max Horz 1=-65(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)1, 7,9 except 8=-166(LC 13),10=-168(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1,7,9 except 8=453(LC 24), 10=453(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-8=-318/346,2-10=-318/346 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=18ft; Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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. ' '6s;s•flruss'a se!irrde'SI rer IID'iW'nEt(�•'EEKZtE[R!±FitD&21`k7!S:D'Ica.F7Jr iir�3�:!DDa�h[O,YEefl del E'.IiS'!!S9SR(dPil':tii'C4rRSe C; �itP 1IDDl09d$SAP§[dtl.':e694(D,ri,telnee:S§§t!�§�:ef3l.C``veSf ttM!9Je lk[i tt'}t`DD,NI• Wis4:�R;rh'ts sta;it ass3fm hclDEpiE rtld ltvL ss;r.�;eg.eny e.ieislryis�a�;,.e sedutryl&Petunn<snsw•,pksa.':k!sehsv`eeelegiseeingnsFsetiairytpfieles!padJ§rsuiisierssvq!ned;at'tF9Dssir,eAn 111 f,iks&.3gv nuslas„.im er xp'ax s7ek:J; _ Anthony T.Tombo I17 P.E. adne;tL+isiea:stnvnSaldapu rrpaaiia.d6e3eer,4:0e-eels sz!ns3peduExt to;hsi}+e,u�eeu e:ixt�lC,3e tSsee�Irdir ivaaede nt:PFE ruyFeetl�Yul:Aai araeidrs tlt nsLsesiiyls�vg,umiq aslel'�a s3hu s4aite&!suaa§iago-' 80083 ' aecdrias.ea,,cwtenase,J9».as s4xt@@v CDesffvirateessNga>=5ssss!t'satsH,y6-paM5d�}Idmesttu tar pttiiiJq`.Ns5 S2:1 aEreh!eaa(nrrsr.,� lee.•e.19;Sr:mes3e rv:rv:,x�.ssnllnesffaei;ess6esig<.yYres!Drrlt Fgbeer ua-rsssY.rlal±r:wsess 4451 St Lucie Blvd. vinxi,rinrteditsiu"rJ u£edyEE4!n1sYlt eF,ratiEs rsl•eG 7etensDEsty,6jwee is RS:lE ti sLy 2Esyem aL+ss,tsha argdmtns!y,l:eydfiedg:c:aEs:t cd'al[N, Fort Pierce,FL 3-946 Ca ri`sS'PBIdA-1Raalisassas-Antbaa Liambollt,P.E.£a mduuianeitbisdaroment,inan tum,is rablftfd.Ohautsfiewtiren amiuian:EomklRaalmses-Antbea 1.IambaIt,P,6 PY B= Y P Y• P P Y Job Truss Truss Type Qty PIY ASSOCIATED HOMES/SEDONA SKY II , 67641 VM2 Valley 3 1 A0170524 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:09:58 2017 Page 1 I D:psB5gYW3NJw5800kS DdXfwziYYj-RW9ka3UhhKUEr9H?tNRnr4T2r95OFAxtHxfXZJzowJN 1-9-8 1-9-8 6.00 12 2 T 1 0 3 2x4 O I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=20 LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING-TOP CHORD joint(s)1,2. Structural wood sheathing directly applied or 1-9-8 oc purlins.T BOT CHORD LOAD CASE(S) Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 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=S.Opsf;.BCDL=S.Opsf,h=18ft; Cat.11;'Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. tfp�•drxse arand7 ueirxdt'3d2:§i 77DS3t5E112';,fU[itf?Jk36rD�tiA37t€Ilcy!(i7!ti'1,X.5K9Mi3W:#1^tUa(rr3rirr;trscdrMxtlsax�s 4nn6e9,r77au711DN wlpslclSer;t,er¢+sID,If.QSnmsSlretlekren[.IY'xssursu 4tuu2eF[tt,ati W`:d;;a Ja;tens lr!sdin kJDDbNn514B'+n.rrpFr;nsa(a, Gtlq>'grsru`.e xee rxpT7QOrmmnsrf w>�x;taic Rrsdn:.rd;�iseeiir7n:7:rc;+le;kt 6rtrst sfhxti:pNh�ss xa;idN:pru l3Drck.afa RIC Anthony T.Tmmbo III,P.E. �nr�'ikhtnniuu.S-0¢gn5srrraairo+fdsDwtr,wCssft su'mi:ds;mtade6s;Drs yr,ixrxsxnildtdxa;2r6'at�la+d lttynlexdRlf.iur7pesddOtLDal a75eid srls ss..YciiiyfsBakdvnr5a+termualhea;ssNRty.tiprixG9;�+ =80083 ' 4s ecmtcemas:rlfebtnr-14uec snattcaxt:Drcl4r7rzUesmepnar3rxsraJtea}a'r+sdi#sxmuit6;rrkiuklt;[nesl ssu n<rctercx�m;rcxlrlstie.Finl#h:es'k:n,tn ik5r,:rune;lm.7ns:DevSs,Ira;:ks:TTrafrxasurrs:;rs�han'r.rale:s 44515t.t.ude Blvd. x4aefttddaelnr(rEMspxdgsahax3o}r.xDrsarsanl+ri'telrn; if Rai terknrr2ssi;W+ar;rssSfunEr;ueerria;t:iuy.:.a utafntts.c:mc ilub; R Fart Pierce,FL 34846 to ht01D16A-1Rootttesses-Anl6na i.Tombaill,P.E Re rodumionoftbisdotnmeatinon I^rm,is mbffiiled.itbourlbenrinto ermissioebamA-1Reefhosses-Anlhoz l.lnmbe1ILP.E P4Ti4 Y P f- P P i J a Job Truss Truss Type QtY �PIY ASSOCIATED HOMES/SEDONA SKY II 67641 VM4 Valley 3 1 A0170525 Jab Reference(optional) Al Roof Trusses,Fort Pierce,FL.34946,design@altruss.com Run:8.020's Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:58 2017 Page 1 I D:ps B5gY W 3NJw5800kSDdXfwzlYYj-RWgka3UhhKU E r9 H?tN Rnr4T?fg4jFAxtHxfXZJzowJ N 4-M 4-M 2 1.5x4 II ' 6.00 12 T.1 a W1 cq J�rr tV i B1 0 3 2x4 O 1.5x4 II 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d- PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL - 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight:14 lb FT=20% 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 cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. 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.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=18ft; Cat.ll;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 'ifsrta•Pleest„�ra�9rte.inftt'41r-rIlUSaf�'SElitr'gGFairit iftt7SflW4"A!S(F:t�4S"€J!Q'�SSSR'�b;i24�SXPtum.rti3!N1�prestRsoKreslltll;tx�t inlsp:�nEmggilQE;rxaftl SflScr.l.ierSaN:r£UlpeeuSYtnFehn esr.falz;raaxiu st„taaQe'(4,tetr ul�ft:l h•f'4'45lN'6t 9Sa(St Gelba ft34 A`�altrrl:4'rtiigt ttltNtl tt{Klb(ttprttifq+lf fl C(1rtQt4fRlLt;pASf ;1dI1lFPtt1:ivll t0s11tllha:t:ap}'d2CItA�tlCtipt{tt S1Er�111At itaidta$pQ[t�pNh RlH lr�l.%Ct a5tf4151RakaMn,liRlp tRt.'.£f 11811V1! Anthony T•Tomboll-, P.E. rdnedmsln-:fetmkla�ualtrpaa7fnji�Csw,�lCaeKs afeautLgtdlyde6r.tr7 sgftt,GtatMddt:f,iftl$Susivlu dir daa:lal rd3rl 1.iueppltrtldl4elteteertidt.td3f"irtrisiiy .Sar dxep,<.ldenwadSrtxzisCl§etlss,t m;9(1! =80083 ' tramscaaprlaiteutc4t,ailrassftut44eCDaarHHaxusmir �tfsaasuwyusaarltl tcmluttsr;tuz gmuasuaers�tltaht�tcdraamr.ln-: ?tesertgat.xaeet:ataesd[asr,ssnei tt,rrsltaritrs�etottnssus�ttans.ress 4451 it,LudeBlvd, lalrsr:ra vt ttr,dsyua�tttl+ntipr.mpmts ttpta.altass3lsaerl ar_;ue� et lsra2esq+ls,«lassssmastuafdtlrlttur,1„� maxcstnailsttnitFL Fort Pierce,FL 34946 rnpyrigh c-2016 A-I goof bossts-Ambcrl.lembo III,P.t.Atpredudion otlbis dommcm,in coy tma,is pro6ffiiled.iabatnho wittm pmmis ionhom"loof frostt-Antbecyl,lambnlll:P.E Job Truss Truss Type aty Ply ASSOCIATED HOMES/SEDONA SKY II , 67641 VM6 Valley 1 1 A0170526 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 03 08:09:59 2017 Page 1 ID:psB5gYW3NJw5600kSDdXfwzlYYj-vij6nPUJSdc4TJsBR4yONH?3zZLU_CAO WbO451zowJM 6-0-0 6-0-0 1.5x4 II 2 6.00 F12 Y W1: di i 1 0 2x4 3 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES- GRIP' TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:21 Ib FT=20% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP.No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 BRACING- joint(s)1,3. TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc LOAD CASE(S) purlins, except end verticals. Standard BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 209/5-11-8 (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=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. ti�•Plme;��d}srksde'kl4DrliDSk's�SE(!�'dMUM 6rDA:fi�'4r411C�i,+.S![CIASS%7o2�EutNt^teia.talrlti�aisxzt:ns�isetttat3snfisim;E.^.�Sa:sdillDE;ndlSe#Htnl.'.tcaa N,r14frvsu 4lresidaP tst.thnsavnrsa&tln2a;3aetr Y�itiasee3mrk^:t zSnv NtsNMSeliipis n"i.istrvns.e:i73Fgiaen�a,t.iectg3t.t esrr tteylDOreirrua'suxuitr.¢u'C3svh3:aaPl stgizenlspa;Ens:lUykfxenlytdCtt Uryl3LnsitEhJNzedt l3Dnh, Ss 1rS1.?irN;ila nu=pans;htPr s:f,'atkvle33; bltitLbff lPP3f 1.Ytt!iRElCs�(t'Stn.�6[dtili!:Rtfd3Di:.L�t MiY14£!ti!t1N1Et i[.CFi�SShttk,lflrit(3&'E1171f2�r,#t�Rl A3VSd iY�6i:i�lt�liti.r3ati(lf1C t��ti'.Dfil af(it�P:a t12t'!OSLnitlPlS:�ii�Sd(fEeri418L Dn u�il8EGr 5Ee�i.rk13f3&t1A'.tj's AsthOr1Y T.TRri3bof::,P.E. 3e Ea i<,;q. tNittax6c,lDersssJt6s3dsPJleei4tpaxcesnlEaf73isni«Ca6 G S Mmamas E6 Nesl Sea.vd-4h, nlr9daan.i9?93des�lr vs:�b iesssal5fxs�fuTnss Se etns3 Cs - 80083 G alae& { 9Rit�f}'dh':. Eta_ ¢ srgt grsD.uv¢e?n,s 6vads4nx3sless 4451 st Lucie Blvd. tltlsindsTae!§teCms2nitEn4+nacEEr eP.Eua3ssnt!r4lel:ass Otu}sfig'aerur�;4et+;'etsr;tsigae,arrRssS3snaigtrxda73ti4nE,:8¢idtlg.ssant;thdalE6L fort Pierce,FL 34946 • U bECTD16A-ltaartdeszes-AnSEaa/.lomhaIII,P.E Re roduaiaaai{hisdammeos,inan rem,is hffi0od.itboalEbewd"en ermissio hamA-ltooilrosxs-Amhas 1.lomho111P1`F. P!'�4 Y P Y• Pm P o Y r Job Truss Truss Type T1'y Ply ASSOCIATED HOMES/SEDONA SKY II 67641 VM8 Valley 1 A0170527 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 03 08:10:00 2017 Page 1 ID:psB5gYW3NJw5800kSDdXfwzl"-NuHU?IVxDxkx4SR0_oTFwVYK?zkKj 1 OAIFBdeBzowJL 3-2-13 7-10-8 3-2-13 4-7-11 1.5x4 II r 3 1 6.00 12 I 1.5x4 11 T 1'i l 2 i 2 6 2x4 5 4 1.5x4 I! 1.5x4 11 I LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:30 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 4) This truss has been designed for a live load of BOT CHORD 2x4 SP Ko.2 20.0psf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 5)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 Ib uplift at purlins, except end verticals. joint(s)4 except(jt=lb)5=149. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 33f7-10-0 (min.0-1-8) 4 = 151f7-10-0 (min.0-1-8) 5 = 38417-10-0 (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;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=18ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. wmprhrv;d;(mf�ru'44 i�PitfOS'!>s f1llTC'y tiAUst[`.ts'FttC6l'}alflEilCN{•69!EI'I1:U94:'w"WR{'hm.tuir hcpletsYusez udesw..uTisirtssr.ipGmhi{1C[;MtH itkm,T.!sax�.t:.UtmwSfeetldutn:.l�r:r§sri;stsedpAe iCU,ult drsfaereMylY3s skFkn!dtn Fa l6EUN nLi!!sT+ss.t:y:xgi.ees'ie.,fptcehy ignev 2�sedtterytGpnMnr>sas_!pztdbt>Edes:nd!ryfennp:equs'.(mslo 6te!;ipdkesleiltLnt e!paedmW(;Adr,rtelry 1, ekagn.*,ytix!,krspccCt s,szhliil; ; Anthony T.Tol.fbol:,P.E. xdnefedlsinnta er!tOtt+apusregttvtemdd±0�w,tt:C.ufswffinirzs=werCelEyfis pw,Uflerfeetdtkl;3e lKW a:lydlxisupa:e ediflt.ruypnddmlui np'utf:ade-n;bxi aiy Smdiep.uuye,amEane2FecsfeGl Cxrws.Ai:tju! - x80083 7t In ill-f:����tttpEClt:�9tAfSd tatOAf S.'6¢{(f!pfiSilS¢(rih11t5 (N SutI9j GII(AtL'Sd'L.{fi!ttfdi9l17(fl'Puioatt U1.1 SKI VtI'ha'fdht 4451 St,Ludo Blvd. iierMuqurl'ytCw^.rJa;udsiuuaxhp ty erpalnanlrtL lei tx2ld}s6Tae�n9Jl3e trttiepHsipfe,u TnssfrueaFyi•nrda)i k+}S"upAsnrdh:csaf cl>`edglTFl. Fbit Pierce,FL 34946 topydp6l02016A-lloollmsts-Antlaeyl.lomho111,P.E.hPudadionollhisdofomeaf,in any farm,ispw6i60rdritboal16.61fenpueiss.d=A4loethetses-AelbegUac6o01,p.E 'T Aq A&* A-1 ROOF :—TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007; WTCA 1-1995—"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "SCSI 1-03 Guide to Good Practice For Handling,Installing,$ Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design,connection,material,and labor by others. 3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer,any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts,and bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces,adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts,electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified,valley framing design,connection,material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details.- 10)Trusses are not designed to carry the chimney,cupola,steeple,or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1)The specific engineered truss drawings are subject to other terms,conditions,and details on the truss placement plan and/or individual truss design drawings. 12)Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel,equipment,whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd.,Fort Pierce,FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com ►� U SP STRUCTURAL CONNECTORS' A Wok'Company+ Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - (4)-10d(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - - - _ (4)-10d(Header) (2)-IOd(Joist) T2 JUS26 1881; 850 975 1060 1115 (4)-10d(Header) FL821.42, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - - - - _ (4)-10d(Header) (2)-10d(Joist) T3 MSH422 1831, 2025 2025 2025 (22)-10d(Face-Face Max Nailing) FL822.36, (6)-10d(Face-Top Max Nailing) 08- (6)-10d(Joist-Face Max Nailing) 0303.06, (6)-10d(Joist-Top Max Nailing) RR 25836 (4)-10d(Top-Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - _ (6)-16d(Carried Member-Face Mount) (6)-10d(Carried Member-Top flange) (22)-16d(Face-Face Mount) (2)-16d(Face-Top Flange) (4)_16d(Top-Top Flange) THA1422 1835 1835 1835 - - - - - _ (2)-10dx 1-112 or1-IOd x 1.112(Carried Member) (20)-10d or(2)-10d(Face) (4)-10d(Top) T4 THD26 1781, 2485 2855 3060 2170 (18)-16d(Face) FL13285.35, (12)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - _ (I1)-10d x 1.112(Carried Member) (20)-10d x 1-112(Carried Member-Max Nailing) (20)-16d x 1-112(Carrying Member) (20)-16d x 1-112(Carrying Member-Max Nailing) r � USP STRUCTURAL CONNECT'R';' A MiTek`Company+ Hangers Allowable Load(lbs) DF-L/SP LSL LVL PSL SPF HOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHU526.2 2785 3155 3405 1550 - - - - _ (14)-16d(Face) (6)-16d(loist) HTU26-2 2940 3340 3600 2175 - - - - _ (10)-10d(Carried Member-Max Nailing) (20)-16d(Carrying Member-Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(Face) FL13285.35, (16)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - _ _ _ (26)-10dx 1-112(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770• 5140 2000 - - - _ _ (22)-16d(Face) (8)-16d(Joist) HTU28-2 3820 4340 4680 3485 - - - - _ (26)-10d(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3I60 3410 1550 - - _ _ (14)-16d(Foce) (6)-16d(Joist) PUSP STRUCTURAL CQNN ECTQIR S" A MiTOW Company Hangers Allowable Load(lbs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - - (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HH1J548 4210 4770 5140 2000 - - _ _ (22)-16d(Face) (8)-16d(Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - - - - _ (20)-16d(Face) (8)-16d(Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 - - - _ _ (20)-16d(Face) (8)-16d(Joist) - T12 THDH28-2 1881, 6535 7515 8025 2665 (36)-16d(Face) FL821.77, (10)-16d(Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - - _ (36)-16d(Face) (12)-16d(Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36)-16d(Face) FL821.75, (10)-16d(Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - - (36)-16d(Face) - (12)-16d(Joist) r , o I � USP STRUCTURAL CONNECTORS A I'►tliTeke Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4)-10d(Header) (4)-lod(Header) - T1 JUS24 LUS24 (2)-lad(Joist) (2)-10d(mist) (4)-10d(Header) (4)-lod(Header) - T2 JUS26 LUS26 (4)-10d(Joist) (4)-lod(Joist) (22)-10d(Face-Face Max Nailing) (6)-16d(Carried Member-Face Mount) (6)-10d(Face-Tap Max Nailing) (6)-16d(Carried Member-Top Flange) T3 MSH422 (6)-lod(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount) (6)-lod(Joist-Top Max Nailing) (2)-16d(Face-Top Flange) (4)-10d(Top-Top Max Nailing) (4)-16d(Top-Top Flange) (18)-16d(Face) (11)-10d x 1-112(Carried Member) (12)-10d x 1-1/2(Joist) (20)-10d x 1-112(Carried Member-Max Nailing) T4 THD26 HTU26 (20)-16d(Carrying Member) (20)-16d(Carrying Member-Max Nailing) (18)-16d(Face) (14)-16d(Face) T5 THD26-2 HHUS26-2 (12)-10d(Joist) (6)-16d(Joist) (28)-16d(Face) (26)-10d x 1-112(Carried Member-Max Nailing) T6 THD28 HTU28 (16)-10d x 1-1/2(Joist) (26)-16dx 1-112(Carrying Member-Max Nailing) (28)-16d(Face) (22)-16d(Face) - T7 THD28-2 HHUS28-2 (16)-10d(Joist) (8)-16d(Joist) (18)-16d(Face) (14)-16d(Face) T8 THD46 HHUS46 (12)-10d(Joist) (6)-16d(Joist) (28)-16d(Face) (22)-16d(Face) T9 THD48 HHUS48 (16)-10d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) - T10 THDH26-2 HGUS26-2 (8)-16d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) T11 THDH26-3 HGUS26-3 (8)-16d(Joist) (8)-16d(Joist) (36)-16d(Face) (36)-16d(Face) T12 THDH28-2 HGUS28-2 (10)-16d(Joist) (12)-16d(Joist) (36)-16d(Face) (36)-16d(Face) - T13 THDH28-3 HGUS28-3 (10)-16d(Joist) (12)-16d(Joist) usp STRUCTURAL CONNECTORS" Tk MiTek company PS S � s JUS24 JUS26 MSH422 jj , _ 71, - Vsr 3 :s fg TH D26 TH D26-2 TH D28 a. . k f TH D28-2 TH D46 TH D H 26-2 z _ THDH26-3 THDH28-2 THDH28-3 JANUARY 17, 2017 TYPICAL HIP/KING JACK CONNECTION ST-CRNRST 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. _I A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34945 Attach King Jack w/ (3) 16d Toe 772 aos-lolo Nails @ TC &24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's Attach Corner Jack's w/(4) 16d Toe Nails @ TC � w/ (2) 16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC 2 BC (Typ) 0 1 r` ttach Corner Jack's / (2) 16d Toe Nails @ TC & BC (Typ) ',,��t4i110�R��,t6 &I ♦ / ♦z � •"tly 7tf>. !.aetrre�.e� �?�� 36 BG`A2210000 QO OQ4C 12?$7,QF� , ��<' a r_y tIW fset,p;3:ilt @t}II"C T'SSB}zE!!H}Csk"US,i;tint{91IX1!EaStZsn`sl{{.'a{{'jffis.7itf'�:+d!tis�a.Eafik tct�ku oi!nia4tahsFni hi%.�Sn:zS T'Pcl".+11"ka+.L�s�.it Id<assSteefM�i •c:r r�a.+N i�lu£v Welt�. :::. ettm�..s,I�s StCltnr36 rxR8sifwd.istAsss[etipttspieaale,Sp:4c`;taptay#t tt8reay i[O•ry��,sh¢us+Fba dy�esspsfariwgnspuse�4,�F dMF?91_Lys kMra hl�uY wHPtI Ta d•i, v :7 .... .::;:::;: : ........ <' -4t �t T sna{sca;Fwfctrr�.kvtsn'n5 �70'1i T TairE ill P.Fi::i' ..•,,..•adivAx lrmsgsaNm,n,e n,nsbfry ldahtzr&"veVt:.�ss'at�.Ccit bsYx,Rs,x,aiN�-Cdiv[GG&s#�h+d bYc;[sm MlM1l.Lsq�tlr MT'Wc.,elt std,.;s,,a1(q{ag�a-sss4fsWesta�q;y946snsts,4rrt;d .:•. ut*tsa�Rusrallmioaa{S�csdtd.€xl ttdts•psscrtM�s:l:tiaa R�3!{xis+sfSr's';h�.aF 'k.Ppt'.istdk+tt:'a1�i{A mtdrxd6ry tlfJa.%btl ttxtllttn xss�§tcl hmetla rsst�e f..nta apezz s.z z z seu ... :.�•edd+lFt(ctat¢.e3Rn 'aFhdpxs s'-d TaeTmsG<sgsr�641i�1.*kyEisir,n.msS;+m!yamalayiiA3bPml rdkm:ii7eclxLhl 83 �515 e[31vd - • :::::. .., ......... ................ rsxt P'ertet P 3444d ... ::;[sp�ig5i�1U1dA1&aETtesses A�tteeyi FnaSolA V.fi teT.te9taiaacttSsda¢mcm,ineap farm,etgta*'.haedxisba•tF}x;:naapamissiacf6mkl RcaTLastetrAelSeag:TT�SfIII,R[. •••••••••••• January 17, 2017 TYPICAL HIP/KING JACK CONNECTION ST-CRNRST MIAMI-DADE ... : ::::::.:;::_; MIAMI-DADE CORNERSET SPECIFICATIONS .mot — MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 Attach King and End Jack w/(1) HJC26 Hanger on BC. Attach King and End Jack's w/ (1) LSTA12 Twist Strap @ TC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails Attach Corner Jacks w/ (1) LSTA12 Twist Strap @ NOTE: IN ADDITION TO STRAPPING TC and BC (Typ)w/(10) 10dNails Min. Per Strap TOENAIL BOTH CHORDS OF CORNER o JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10) 10d NAILS (SEE MANUFACTURER'S RECOMMENDED CONNECTION <3 gyp' ........ JACK/CORNER JACK (TYP.) OR Ck`/ 1.{ NOTE:CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6-2321.7 r�� .•+1 ...••�`+ 4~ PROVIDING METAL STRAPPING(FLORIDA APPROVED PRODUCT)TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ CA22100;t3QOO;QD40, 87DF :::.. .. d">il=nrt Eaeysn�eie'tfi l,'�£1 CklSS6 4fl.�li[Pdt6Gt'�t':«Fftt"s ..4. ...,.::• -... .. ,...{fEitA'�,.,. i'31�Yj"I°s'U :dt'6ro.iu�.tiw:p$$c?e�4tlit�zt;xkkih irss,Iu�Pt?itF:ttalti? q?,G�o�,PEldse��stiks43iie�4f C�°r.E;?radrt�ti k'�tt... ,....................................:. .• ::, N1ur �St65Nrac€nea'C±alt#1,lft';aEsie�SEeepr Sp�a�bpue'fas+EavptGlteptse�srxu�a�sdCr:pr+ss�wtryetrcaltl+pcsti§�dRapdEa ta�irvuk#�+los Ei7�ssr�s,�p k'�{t s :i:i:.i .., olr=dmtnv�ajt�{e,Ktat ��5r�3a*itPt:a�z�dt�te�E�ttryrx�m�ud�r:un:eltt�.I.�'.tq:wca'ntr�e�p��[at�da�auri:c�tm�,a�s`�..�.'m�']isEs'd�,s��r��t ya, '.., �*'��ronyT_80II65fIItPE: fni+`J ...,al,utc�llmttdtladP,3ab3+s7cts ad admtd'.a (e tt.�.'sa.:v, t+l..ei�lestftitsxl'at ittt tEees>3at cif-ndtx[ist 516�ssa .... ••:;::'iT F H e iY' {ssd6 .ct cdara i .rasa.%rr .;..;_:'?tifii tsEe xz,w5x 83V3 ctis.� ( fgtt ci:s$s .;si dhian 3.Cutett CgxpE anr¢t3E�ts`fsaF.s eceG�sS?" Wt P.t9rc't*€atBmntst�asfet l.,........ 8{CC L.3 arG 4A5f {�pkt 9572D k,ltw9t ,-Aid aYlleoll4f ,.,.., ................ RepredsaarAt?sdetoxtetis¢eylcem&pa46itei.basttltnieapeimtsssn&esAlEedliessezRiaAaaLleaEgE�P..:z z z z i z z z z z z z z z. ....... .. .. '7 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 00o Trusses @ 24" o.c. 000 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA,Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH Ail (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3')NAILS SPACED 6'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"X 3-)NAILS SPACED 6-O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTUR7;� AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLETRU 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 THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED _........---. ._............................_.._........_._...._......._........._.,...__.._........._......;�__ STUDS ARE NOT ADDRESSED HERE. / I till 11.1, f ►4z'o. STANDARD / �- GABLE TRUSS ,� AI,r6` 1` / •, a � .�� • �, 36 BGA2 22 00 00 00 00 4C 12 87 DF.z. FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-PLATE ` TRUSS CONNECTION DETAIL �aQ O MiTek USA,Inc. Page 1 of 1 0 00 0 00 a MiTek USA,Inc. This detail is applicable for the following wind conditions: ASCE 7-98,ASCE 7-02,ASCE 7-05,ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24"o.c.or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. Attach piggyback truss to the base truss with 3"x8"TEE-LOCK Multi-Use connection plates spaced 48"o.c. Plates shall be pressed into the piggyback truss at 48"o.c.staggered from each face and nailed to the base truss with four(4)-6d(1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8"TEE-LOCK Multi-Use connection plate. (Minimum of 2 plates) Attach each purlin to the top chord of the base truss. (Purlins and connection by others) ,411 BASE TRUSS Refer to actual truss design drawing for additional base truss information. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. aaa+ata�� I+ raag• t?L'SC�HI! �j�4'h F a' ... �: .. ....� R.: :: 36'BC A221?00 0 00 00 4C:12 87 DF:: -r FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 MiTek USA,Inc. Page 1 of 1 �aQGENERAL SPECIFICATIONS 0 00 0 00 1.NAIL SIZE=3"X 0.131"=f0d a 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. ' 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.G. --~I--- II II II- 11 II II II II it jl II II II 11 II II II 11 I II II II II II II II I II I� Ij II 11 II II I� 1� II II II 11 II II I I I I 11 II II II 1 I II II I II II � II . II II II II �I jl II II 11 II II II II II jl' jl II 11 I BASE TRUSSES VALLEY TRUSS TYPICAL I VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p 12 OR GIRDER TRUSS , SEE DETAIL " A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C ATTACH 2x4 CONTINUOUS NO.2 SYP WIND DURATION OF LOAD INCREASE:1.60 TO THE ROOF W/TWO USP WS45(1/4"X 4.5") MAX TOP CHORD TOTAL LOAD=50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES T 1.5"Max �►�' �� L! �s ,�° dt . t t ; fi(l1��� h36.eGA2.21000 00',�Q4C�287DF. FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS O 00 0 00 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT u DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 11 11 11 II II II II II It I II II 11' II II II II II I t II II 11 II II II I, 1, II II II II II �I I� 11 II II II jj I I� II I, II, II II II II II I, I, II II II �I I I II II I I II BASE TRUSSES VALLEY TRUSS TYPICAL I, VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. 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 1.7 DETAIL A (NO SHEATHING) N.T.S. Gila Y E ��3L 7 * NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY (HIGH WIND VELOCITY) 0� ® NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. Page 1 of 1 TO EXCEED 48"O.C.SPACING 000 �000 a - MiTek USA,Inc. c FOR BEVELED BOTTOM CHORD,CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C BOTTOM CHORD WIND DURATION OF LOAD INCREASE : 1.6 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10"ON AFFECTED TOP CHORDS. BEL OMCHNON-BEVELED BOTTOM CHORD NOTES: ' tl1►1111�lj� -SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES *i, '� r"ee", g, r• -THIS DETAIL IS NOT APPLICABLE FOR 'SPF-S SPECIES LUMBER. ,pa *• 1r **,' s CLIP MUST BE APPLIED TO THIS FACE WHEN s" ►/C ,'+ m PITCH EXCEEDS 6/12. v (MAXIMUM 12/12 PITCH) e� •; nil ...��;��[Ir•t��+fig, '3B.BG A21 1 0{}00 4t14C 1 81DFlz . C MAY 24, 2012 Standard Gable End Detail ST-GE190-Sp I�aa O Typical 2x4 L-Brace Nailed To MiTek USA,Inc. Page 1 2x4 Verticals W/10d Nails,6"D.C. Vertical Stud 0 0o Vertical Stud 2x6 SP OR SPF No.2 (4)-16d Nails DIAGONAL BRACE MiTek USA,Inc. 16d Nails SECTION B-B �Spaced 6"o.c. DIAGONAL BRACE -► 4'-0"O.C.MAX (2)-10d Nails into 2x6 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x4 Verticals 12 w/(4)-tOd Nails SECTION A-A 2X4 SP OR SPF No.2 A Q Varies to Common Truss IB , EE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST RAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d NAILS. 3X4= (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK 4c Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B NOTE: 24"Max Roof Sheathing 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. a 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. 1'O" (2)-1^y ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. l' BRACING OF ROOF SYSTEM. / (2)-10d NAILS 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 / OR BETTER WITH ONE ROW OF 1 Od NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A jrUS S () 24" O.C. 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MID PAN OFF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4. (REFER TO SECTION A-A) Diag. Brace 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 points / 2x6 DIAGONAL BRACE SPACED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. a 48"O.C.ATTACHED TO VERTICAL WITH 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed AND ATTACHED TYPE TRUSSES. BLOCKING WIlH(5)-Od NAILS.TO 10.1Od AND 16d NAILS ARE 0.1 31"X3.0"AND 0.131"X3.5"COMMON WIRE NAILS RESPECTIVELY. 11.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. End Wall HORIZONTAL BRACE 2 DIAGONAL (SEE SECTION A-A) Minimum Stud Without 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS Species ; and Grade Maximum Stud Length i ? 2x4 SP No.3/Stud 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No.3/Stud 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No.3/Stud 24"O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No.2 12"O.C. 3-10-15 5-6-11 6-6-11 11-8-14 ; 2x4 SP No.2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No.2 24"O.C. 3-1-4 3-11-3 1 6-2-9 1 9-3-13 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to ��� 6111110 $� one edge. Diagonal braces over 12'-6"require 2x4 I-bracesf�p� attached to both edges. Fasten T and I braces to narrow edge iq�{} «+°*"i°�°•>a �a� of diagonal brace with 10d nails 6in D.C.,with 3in minimum end distance. Brace must cover 90/of diagonal length. zv T or I braces must be 2x4 SPF No.2 or SP No.2. MAX MEAN ROOF HEIGHT=30 FEET EXPOSURE B or C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. "� • DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ° . ;�, , ..._.... .................. aaez2oio,goc7D�. 7 August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 �QQ Q MiTek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing 0 00 Is Impractical.T-Brace/I-Brace must cover 90%of web length. QNote:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 l-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace MI-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous k Rows of Lateral Bracing SPACING Web Size 1 2 k 20 or 2x4 2x4 T-Brace 2x4 I-Brace WEB A_ 2x6 2x6 T-Brace 2x6 kBrace -A 2x8 2x8 T-Brace M I-Brace t -A T-Brace/I-Brace must be same species T-BRACE and grade(or better) as web member. I I Nails � Section Detail j T-Brace Web Nails ��' C` '` �• +~ `' •pis, •'Q '' Web - Brace � s Nails/ F _ z. \SERF #r "; 38BCA2210G,'0Q0000.,,4 -12':87DF; • s . FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK 0= ® MiTek USA,Inc. Page 1 of 1 0 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA,Inc. 'NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY 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. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(. DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3)-10d NAILS (0.131"x 3") STRONGBACK(DO NOT USE (0.131"x 3") DRYWALL TYPE SCREWS) TRUSS 2x6 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHER 10 S) (BY OTHERS) 41#bli111fOj > THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG +►� �.+'°'+�'"► ( o SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3")EQUALLY SPACED. d ALTERNATE METHOD OF SPLICING: + ' OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d *"SCR` NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. •� (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) •Wit, s `f: Dr-�y T JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SP �0 ® MiTek USA,Inc. Page 1 of 1 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF 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. MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. r TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S 0 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR in 162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY C6 z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW j .131 75.9 69.5 60.3 59.0 1 51.1 (2x3) 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 m NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEARSIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) 4 NAILS 3 NAILS 4 NA NEAR SIDE NEAR SIDE NEAR SIDE' NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30°TO 60 301 TO 60° 30,TO 60° 45.00° 45.00° 45.00° 7; Y .F crl �fg,ea ER�ALt.#f.. ?r a � 'B;BCi422;i;04tft} 70004C,i�37;€7F . ,: March 4, 2013 UPLIFT TOE-NAIL DETAIL ST-TOENAIL UPLIFT nOO ® MiTek USA,Inc. Page 1 of 1 0 0o THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. MiTek USA,'Inc. END VIEW SIDE VIEW 0.00 TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE 1-1/16"FOR 3.25"NAIL NEAR SIDE L 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail) DIAM. I SP DF HF SPF SPF-S 131 59 46 32 30 20 NOTES: z 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES O .135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE u, .162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. ri 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING z .128 54 42 28 27 19 OF THE WOOD. w 131 55 43 29 28 19 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN N .148 62 48 34 31 21 THE CONNECTION. z C) z .120 51 39 27 26 17 O .128 49 38 26 25 17 o .131 51 39 27 26 17 C9 .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.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)=148 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 ��1�+',♦*•ii`+•'�a+ � Drawing exceeds 147 Ibs(177 ibs)Building Designer a�,(•�'Y.•`g�IE W,+ *+• ,, r� is responsible to specifiy a different connection. �� ".+ ♦r' USE(3)TOE-NAILS ON 2x4 BEARING WALL USE(4)TOE-NAILS ON 2x6 BEARING WALL qE 313:BCA221000040:00 G12'$7DF: '. '3 FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING 2x2 NAILER ATTACHMENT - - GENERAL SPECIFICATIONS - - A-1 ROOF TRUSSES 4RT IE CE,F 3494 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE FORT PIERCE,FL 34946 772-409-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. �o �SP 2� 2x4 SP No. 2 (Min) o° o° o° o° 1 .5 x 4 2x2 SP No. 3 'T T , 10.00 fj i «- Iti� fu•o" !„ �.. +aYP 7c y♦♦ yg Sr_t�t-F1� r� 3B BG"AZ 2I00 UQ❑O Od 4C 12'37 DF:. t April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL ST-FLAT GIR BRACE w FO EXTERIOR FLAT GIRDER TRUSS I_=Aa� aim aa� A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 12 FORT PIERCE,FL 34946 772409-1010 VARIES (4) 12d TRUSS 2411 O.C. (4) 12d MAX 30" (2'-611) UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 2411 O.C. EXTERIOR FLAT SIMPSON H5 GIRDER � T ' :!� ♦♦' f r <� i+14 gpt183 3' z r zz .., z t .: z •h 3REIC 2t 00;00Q00Q4Ci287DF . - B ;r' cu,pv ,ux ka tarzu nrsxstzesafuTiidzatdgt n^sTm.isa^i"a'lt;sarfa'dttrr�a.aN.r�„ sm alr deT:si� ,ut ,aos citaLe7Tt,ha4t7.[itaot sf.eaalt., t t.,,.M:cra MTs.y�._ ,- Y1tN[mp[ t�•W9ttrufFn lNT l4bi,1t1 T P+rAh3 £�S(+ ^1�tm egiCe np.ttts- roeodmt,dss,mdaieny nFu d'ylamt+'Admi3vigt 6pd MT@CsT%e tek 1!w metl.�. isyikmbo 17. P,7, .z•,,, 'ati/�tt x ,i�a7 trcr+m'u;7admC SeC'sia�wtlaerl Rdrmlalaatea�en4ex¢atldan__at,m9�iimkdmVet'a&rd Rti ildl.F"9da7 GzYr dMt YkFbSt+.G i' ,tCl srdbrtrytitiajN yns33.rtC' T�7''8t1693 . . , ' MWlpO-.yeed.a`*A:.baM1 tlrf'M1.9Nm,mT{vl�.f [dtaY.tugGga_a5ds fcrameN^}Irttned/IIIntSEil daenrl2r¢ dpae 1M dmo-sk4.pu. M r ES�I LUpri;L�+is6 pfgenrast linti Ya,�..r,w:ii.? uaasv`eed.Wke 4t;ep tgm 6.rxibdrmm hN Tx tms xk�t nn 4,twui'rsprtgl tSn aE,pen daaketq Att�Mt,Nm fthat6lnt 4S : lim zBlvti, Eo(t P(?lejce FL•3�i4d6 - - C:pnipdiS2016ALNnh4itrostts klNheayt ita tliGPf Bepindso ga gttt idatameayfiaayie m.ks pigA,lited'+�hnnutairuueap,mssivalromrtliaolTmsses.,l lAgn7Taam6gGl lF; „,;t: ' JY OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES �0 ® MiTek USA,Inc. Page 1 of 1 TOTAL NUMBER O MAXIMUM FORCE(Ibs)15%LOAD DURATION NAILS EACH SIDE OF BREAK' X SP DF SPF HF INCHES 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 MiTek USA,Inc. 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 66 48" 3657 5485 3346 5019 2829 4243 2898- 4347 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.G.AS SHOWN.(.131"dia.x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS: L=(2)X+C G � 2 } BREAK x 3 oo 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X"MIN 6"MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR itliel/y 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. \ \"°a�•rOL•r '�a�r yP 4. WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID ti� �••• �` S' �• v- 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. ' ; �� •a 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 'B;BCAz21i 04OD00,C1287[)F;; i Y. a March 4, 2013 SCAB APPLIED OVERHANGS ST-REP13A TRUSS CRITERIA: MiTek USA,inc. Page 1 of 1 LOADING: 40-10-0-10 0 0o DURATION FACTOR:1.15 SPACING:24"O.C. u TOP CHORD:2x4 OR 2x6 PITCH:4/1 2-1 211 2 MiTek USA,Inc. HEEL HEIGHT:STANDARD HEEL UP TO 12"ENERGY HEEL END BEARING CONDITION NOTES: 1.ATTACH 2x_SCAB(MINIMUM NO.2 GRADE SPF,HF,SP,DF)TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS(.148"DIA.x 3")SPACED 6"O.C. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x SCAB (L) (2.0 x L) 24" MAX 24" MIN NOTE:TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses(spans less than 40')spaced 24"o.c.maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES ��(�' #*Y ••. �'�. z z �p * rsa�t" !4 . 8f f�9fiiblti��= 38 8C AZ' 6Q,tQ(30:g0 4C I21WDF' ` ., y ti REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@aItruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful.,Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances(sheeted,trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for"field built"trusses. 2. See details below. ^--- 7Rt7SS h 90D FtCATIDN A ff MOVED BEARING.GDNDt710N 1 i 3• BREAKS U;t�aTeFoiicte. &1155tNG-1 DAr'f1AGED PLATES :l`,intSsls cn13� ISFct`irvn�ti" � -` 3 Drasrrir Stetirlcc i*tor oF.tieann9 =rki rJ the xaet fcea sor.Afiha break g n4tde dtmedlstc n s ri rcif Ci cle Vale,that rccc�s :u•de rllvd s[1s35 tt?G anti r v cf € rr dIMW ffs e. @d. "4x6 I1 `k x3 II, 3x3= FP=-3x3:11 3x4 1.5x4 If 1.5z4. 11 _ `5z6 ly 1 2 3- 4 6' 7 , �' 8 1.0. 11 12 • �Y, d: td 22,, 17 r f 22 21 20 18 i _1�8 17 16. 15. 14. 712'TOO LOi�G; 1.5x4 11 3x6 1.5x4 11 1-.5x4.11 L ;�• !t 3x16= 3x6 rFP=, 3x4= :3x3= 46 ;.•:�r .-.,-r...,,:'., ,..,,>•;`. ,r.,,»is ,.>,>,,,'iY„.mr.>n'�,..,, yowi:i:vxmm nm;,; ,„7r.';:nnr f.z,.. ......v,»r .r....;v,, >, m,;.n,�r,r ..s..,rr.r,r .n:*i>i ,.,,,,rom:, ,,.�.,msw.v>e. »�.,;, „>„9,,;r„>,r.,,.,r,.rr.>m'c-h,r.rvv r>-rc.yv p 3 MEMBERSPLIT Ler Y�ote e a loca ran cf spltf'y dha BREAKS 43se��6ne'=.c rci.t i pra��det alp*dziirafe fncfh thexnt l Ira aodt UI[tre.tateak , = 1?�[SSING PIECE if thcrc nre. . . rntItt,le Er���k� re �tltirg tn ri z t 3x4' 3x4' MIS SINGT DAMAGED PLATE sedan rnts�t�tc� � • ..-�� �� x6�- 7 Cjte[ pia[ :tiai.nadcireJ Y _ 3xMm v.....,,. ., r 4: 3 3. W Ar ; . . v