Loading...
HomeMy WebLinkAboutProject Information -A-1 Truss Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A4 ROOF These truss designs rely on lumber values established by others. TRUSSES A I`LORIDA CORPORATION RE:Job 69744 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce,FL 34946 Site Information: Customer Info:HABITAT ST. LUCIE COUNTY Project Name:7803 JAMES. 1 F �,F Lot/Block: Model: , ? ; ,Address: 7803 JAMES ST, FORT PIERCE, FL Subdivision: `City: County: EXEMPT State:FL DEC 1 '2 2,017 `"Name Address and License#of Structural Engineer of Record,If there is one,for the building, Nome: License#: PErU ITTi i IC i-49&ess: St. Lucia County, FL City: General Truss Engineering Criteria Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code:FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 170 MPH Roof Load:40.0 psf Floor Load:0.0 psf This package includes 32 individual,dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal.# Truss Name- Date 1 A0095369 A01 9/14/17 13 A0095381 B03 9/14/17 25 A0095393 C07 9/14/17 2 A0095370 A02 9/14117 14 A0095382 B04 9/14117 26 A0095394 C08G 9114/17 3 A0095371 A03 9/14/17 15 A0095383 B05 9/14/17 27 A0095395 CA 9/14/17 4 A0095372 A04 9/14/17 16 A0095384 B06 9/14/17 28 IA0095396 GAA 9/14117 5 A0095373 A05 9/14/17 17 A0095385 B07 9114117 29 A0095397 CJ3 9114/17 6 A0095374 A06 9/14/17 18 A0095386 B08G 9/14/17 30 A0095398 CJ5. 9/14/17 7. A0095375 A07 9/14/17 19 A0095387 C01 9114/i7 31 A0095399 HJ7 9/14117 8 A0095376 A08 9/14117 1 20 IA0095388 CO2 9114117 1 32 A0095400 J7 9114/17 9 A0095377 A09 9/14/17 21 A0095389 CO3 9114/17 33 STDL01 STD.DETAIL 9114117.1 1h. -. A0095378 A09G 9/14/17 22 A0095390 C04 9114/17 34 STDL02 STD.DETAIL 9/14117 11 A0095379 B01 9/14/17 23 A0095391 C05 9/14/17 35 STDL03 D.DETAIL 9/14/17 12 A0095380 B02 9/14/17 24 A0095392 C06 9/14/17 36 STDL04 STD.DETAIL' 9114117 The truss drawing(s)referenced have been prepared by-MTek Industries,Inc.under my direct supervision based on.the.parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III N1 My license renewal date for the state of Florida is February 28,2019. fkMey � NOTE-The seal on these drawings indicate acceptance of professional �'y •• engineering responsibility solely forthe.truss components shown. i ••'. �f The suitability and use of components for any particular building is the responsibility of the •• (_ * building designer,perANSIITPI4 Sec.2. The Truss Design Drawing(s)(MO[s])referenced have been prepared based on the > construction documents(also referred to at times as Structural Engineering Documents ' • ""yam 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 maybe part of the projeeYs deferred or phased submittals. As a Truss Design Engineer(i.e.,Specialty Engineer),the seal here and on the TOD represents an acceptance of professional pnthon T T bo ¢�'�' engineering responsibility for the design of the single Taus depicted on the TOD only The pq 9 9 P tY 9 9 P X y Building Designer is responsible for and shall coordinate and review the TDDs for .141 engineering requirements. Please review all TDDs and all compatibilitywith their written en ineenn pp related notes. =3_ .,Q 4:3:287:1DF,' Page 1 of 1 i 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. A#==TRUSSES A FLORIOACORpORATION. RE:Job 69744 No. Seal# Truss Name Date 37 STDL05 STD.DETAIL 9/14/17 38 STDL06 STD.DETAIL 9114/1.7 39 . STDL07 STD.DETAIL 9114/17 40 STDL08 STD.DETAIL 9114/17 41 STDL09- STD.DETAIL 9/14117 42 STDL10 STD.DETAIL 9114/17 43 STDL11 STD.DETAIL 9114/17 44 STDL12 STD.DETAIL 9/14/17 45 STDL13 STD.DETAIL 9114/17 46 STDL14 STD.DETAIL 9114117 47 STDL15 STD.DETAIL 9114117 48 STDL16 STD.DETAIL 19114117 Page 2 of 1 Job Truss Truss Type Qty Ply A0095369 69744 A01 Common 4 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MTek Industries,Inc. Wed Sep 13 15:51:11 2017 Page 1 I D:2TQ330 HejztpsTgisxG04jzbKBp-f4HDIy0PRJ6MC4 rL2zthl7p mOzUADyp ml MMjn sye09E -2-0-0 1-10-0 7-11-0 143-8 21-2-0 28-0-8 34-0-0 42�3-0 2-6-0 1-10-0 6-1-0 6-4-8 6-10-8 6-10, 6-5-8 7-10-0 4.00 F12 5x6= Dead Load Defl.=5/16 in 6 3x4 3x4 4x6 5 7 3x6 3x4 q g 4x6 3 W4 9 2 10 6 17 16 14 13 12 11 1.5x4 11 3x6 3x8= 3x6= 3x6 11 3x6 3x8= 3x4= 3x6= 4x10 II 1-10-0 1-0-0 7-11-0 1438 21-2-0 28-0-8 34-0-0 40-6-0 42.4-0 1�i-0 6-1-0 6-0-8 6-10-8 6-10$ GS-0 6-0-0 1-10-0 04-0 Plate Offsets(X Y)— [2'0 0-4 Edge] 12'0-0-6 Edge] [4:0-3-0 Edge] [10:0-0-2 Edge] [12'0-2-4 0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.52 16-17 >800 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.35 16-17 >999 240 Weight:213 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except' T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 31'Except* 3-16=-340/360,5-16=-109/384, B2:2x4 SP No.2 5-14=-890/1007,6-14=-265/531, WEBS 2x4 SP No.3'Except* 7-14=-441/316,7-12=-062/1043, W6:2x6 SP No.2 9-11=-183B/2362,9-12=-2376/2050, WEDGE 3-17=-53/255 Left:2x6 SP No.2 BRACING- NOTES- TOP CHORD 1)Unbalanced roof live loads have been considered Structural wood sheathing directly applied. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 4-9-11 oc bracing. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; • WEBS Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 5-14,9-12 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;end vertical left exposed;C-C for members cross bracing be installed during truss erection,in and forces&MWFRS for reactions shown;Lumber accordance with Stabilizer Installation guide. DOL=1.60 plate grip DOL=1.60 • 3)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 2 = 151710-8-0 (min.0-1-8) 4)This truss has been designed for a 10.0 psf bottom 11 = 2020/0-M (min.0-1-11) chord live load nonconcurrent with any other live Max Horz loads. 2 = 202(LC 16) 5) This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 2 = -892(LC 8) rectangle 3-6-0 tall by 2-M wide will fit between the 11 = -1336(LC 9) bottom chord and any other members. Max Grav 6)Provide mechanical connection(by others)of truss 2 = 1517(LC 1) to bearing plate capable of withstanding 892 lb uplift at 11 = 2020(LC 1) joint 2 and 1336 lb uplift at joint 11. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2386/2111,3-4=2110/1914, 4-5=-2076/1927,5-6=-1404/1313, 6-7=1402/1310,7-8=1121/695, 8-9=1158/676,9-10=1899/1011 BOTCHORD 2-17=1802/2180,16-17=-1802/2180, 15-16=-1469/1970,14-15=-1469/1970, 13-14=-346/1007,12-13=-346/1007, 11-12=-891/1920,10-11=-891/1920 WEBS 3-16=340/360,5-16=109/3B4, -. a�.�nrwe�r'..r�ruo;r>/acac^�i�rir3u'rswtac.'i�ue6s>cct{-wraJ.�crraau>,ri.c.i•ur�c�r�a��c�a+, bifinitnip6ny(1@1`wlsel�It�aE}rrlhni5kntdae.�&lessa'a.ivi^Jd canna/ 1§Tiiwemrr�sdAkn 44s�x110nk"tM.Lni nsc Gpazr{u,S TEiQRs`C s�Ja_og.TD77qamsa� ddmkmntl?A'n�s .Gigtrhhvl+dOe mlYT�ly�nRilgled)rcenlRl ihavp n�anlmtud�ccxnrrsr .:Anthohit Tom6i 111,P-E. of ned&ehnsbicit�ld lls6mru2terAi0 m6e d+ae,icdkrudq�tn W67Cag On�q�nAendenefhR,.,Wltrelf>rb�k9tie�nhII11PVL.Re grmddh`i Nn�ajfiid idtl im3 adsGykuTor.s4y)nihLm+.nl hu:r ssalNhmrnnd�j'd. ,. $80083�,.,:: T. rC�oFtr3rgaupa" raexecsd MID,wperrtov,mae cn w; t, msaeryrd�n%otus9r: drrr orsi er�an.aa i.r m�'1ni[�gia.eynsi >,ti uiiprpt nco--s a im:,ormt> ?w/mcrmr, �,: is 4451 Se Lucl2;PlWt ' ' �„ GerkT4Mdtr�fanml7�Eojupn16ng1}drynEiV,tIM9kInisUinaiUjoiuh67In�CF(ligaslyat,xL+uSrm EpxtAprf�ll(hr.dN�ItrNMto�uLdalhlrFl,, - ' - - (upjligl��,1Q16A�ltdtrepsps;AoihonjLrcmhetl('P.E-Rep/orlon_i�a:olthisdommaet.nuuplmmis,piohilqt{wahuortfieipminptieissiaahoAdiaolfrasixY.,lic(6onyfdc6ullf,P,[; -ftiri`,WercO;FL,'-4, Job Truss Truss Type Qty Ply ' 69744 A02 Common 1 1 A0095370 FJobRefe,.7nce(..fional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:11 2017 Page 1 I D:2TQ330 HejztpsTgisxG04jzbKBp-f4H DIyOPRJ6MC4rL2zthl7pm SzUGDyom I MMjnsye09 E 1-10-0 8-1-7 14-5-3 21-2-0 28-0-8 341i-0 42-0-0 1-10-0 fi-3-7 6-0-13 6-0-13 6-10.8 6-5-0 7-10-0 4.00 12 5x6= Dead Load Defl.=318 in 5 4x6 3x4 i:� 3x4 zz�3x6 4 6 3 7 1.5x4� 4x6 2 W3 8 6 to 1 di 9 - CS r A 15 14 ' 13 12 11 10 CSy 3x8= 3x4= 4x6= 3x8= 3x8= 3x6 II 3x6= 6x8 11 3x6= 1-10-0 1-0-0 &1-7 12.4-1 14-5-3 21-2-0 28-0-8 34.6-0 40-6-0 42-0-0 1-6-0 637 4-2-10 2-1-3 6-8-13 6.10A 65A 6-0-0 1-10-0 0-0-0 Plate Offsets(X,Y)— [1:0-0-12 1-5-12] [1:0-0-14 0-0-2] [3:0-3-0 Edge] [9:0-0-6 Edge] [11:0-3-4 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 13-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.57 13-15 >728 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC201411-1312007 Matrix-MS Wind(LL) 0.32 13-15 >999 240 Weight:204 lb FT=0% LUMBER- , TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 30`Except' 2-15=284/556,4-15=-151/436, B2:2x4 SP No.2 4-13=-851/1008,5-13=-289/539, WEBS 2x4 SP No.3*Except* 6-13=-454/335,6-11=-677/1049, WEDGE W7:2x6 SP No.2 8-11=-2389/2055,8-10=1847/2394 Left:2x6 SP No.2 NOTES- BRACING- 1)Unbalanced roof live loads have been considered TOP CHORD for this design. Structural wood sheathing directly applied. 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) BOT CHORD Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft; Rigid ceiling directly applied or 4-9-11 oc bracing. Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS and C-C Exterior(2)zone;cantilever left and right 1 Row at midpt 4-13,8-11 exposed;end vertical left exposed;C-C for members MTek recommends that Stabilizers and required and forces&MWFRS for reactions shown;Lumber cross bracing be installed during truss erection,in DOL=1.60 plate grip DOL=1.60 accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom - 1 = 1359/0-8-0 (min.0-1-10) chord live load nonconcurrent with any other live 10 = 2028/0-8-0 (min.0-2-6) loads. Max Horz 5)'This truss has been designed for a live load of 1 = 161(LC 12) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = -675 LC 8 bottom chord and any other members. 10 = -1340(LC 9) 6)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 675 lb uplift at 1 = 1359(LC 1) joint 1 and 1340 lb uplift at joint 10. 10 = 2028(LC 1) FARCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 1-2=-2520/2350,2-3=-2224/1999, 3-4=-2126/2011,4-5=1419/1341, 5-6=-1417/1336,6-7=1116/711, 7-8=1153/692,8-9=1897/1009 BOT CHORD 1-15=-2022/2307,14-15=-1487/1952, 13-14=1487/1952,12-13=-363/1014, 11-12=-363/1014,10-11=-888/1915, 9-10=-888/1915 WEBS 2-15=284/556,4-15=151/436, imul Het nxM¢r'mrez Ht�d"IIg53sY 3 'Tr3lt fOtl56CA6IL":ISfOSiCYS-t9T3jidE;at(LSYHT'.iru YeNl hvp Fv:wnd�xlw� flstixslxryrIDny7�:wdMr�lTrsk Uc! 4k 34ntd tru trh Ca'r:ta�dnNl�,nl WTiimwti+debsstlkx tixaele0xleldi if Tm PSc fs {a.3iwdryhy s`O srlx IUC rgie egaardapdmN.dn,-mwimdtph 3e lesipd0emtkT kry2i�Belulr dxlRi Tee' { ..®t, 8 iesq,ea�Cs,uriteaxccsars�sp 7 E ra�dmr �� uua� mn srr;dre..x�tc:en„e>r� n,ai n ir,,.madea'macdMb,ar,l rd.amltx dd6r ar rruun,dai T Miticriy 7ombotlt;,P_ ' mtvar�auax�txs wmnswamism�eHacasmpxasaiatararr,pws� txcm;p8t lr>rtrtSIJ81rdxtr3ppdPR�TTFIfICSRIRJ<3f xn169ndMI9fSIN- K.imsoe s 1 :. itlri+!nr Gktlki diep.pxdriuk.. Cnu l}�lym+s pr�iN;TkTnsiktpEgoei(n191Mp11grUiilpx xi nt Hyitsfirylet�inTN9lter,ipa@Idaed Me o>rsa�srl nlH 1, ,.,.. ., _ ..�5�8LU8 <.�. _ p.h�:matrtiressYm69x:xxu 4451. C1e61 s EoTY,Pierte,FL'�446' Gpp'ryllD;gpl4F�ll§olTmues;ArJh�iryT.lanSsll[,P,F letrodndaaplihisdommeoLivanphrm,ispioh3ge{wahnott6eninepp0muiroA4. .l�ootiresut,Acthoot�jpce lit;.P.F: Job Truss Truss Type Qty Ply 69744 A03 Hip 1 1 A0095371 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:122017 Page 1 ID:2TQ33OHejztpsTgisxGO4jzbKBp-7Hgbyl l l CdFDgEQXcgOwrKMxENgVyP2vXO5GJ Iye09D 21-4-0 8-1-7 14-5-3 i 2140-0 21r2-0 28-0-8 34-6-0 34r98 42-4-0 r10-0 6-0-7 6-3-12 5-b-13 0- 6-8-8 7-6-8 ' 0-2-0 4.00 V2 5x6= Dead Load Defl.=3l8 in 5 4x6:5; 3x4 3x4 3x6 4 5 3 7 1.5x4,z�- 4x6 2 W3 8 � 6 n 1 9 clI k� r 15 14 13 12 11 10 3x8= 3x4= 4x6= 3x8= 3x8= 3x6 11 3x6 6x8 11 3x6 1-10-0 21-" 1-6-0 12-4-z z1-0-0 z1�a-0 28.68 , -- 34E-0_ 4ob-0 4z-4-0 1 6-0 10-6-1 8.7-15 0- 6-8.8 0-0� 0-4-0 0-z-0 Plate Offsets(X Y)- [1:0-0-12 1-5-121,[1:0-0-14 0-0-21,[3:0-3-0,Edgel,[9:0-0-6,Edgel,[11:0-3-4 0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 13-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.57 13-15 >729 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.08 10 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.32 13-15 >999 240 Weight:204 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 30*Except* 2-15=-284/557,4-15=-151/436, B2:2x4 SP No.2 4-13=-846/1001,6-13=-461/340, WEBS 2x4 SP No.3*Except* 6-11=-677/1049,8-11=2388/2055, W7:2x6 SP No.2 8-10=1847/2384,5-13=281/532 WEDGE Left:2x6 SP No.2 NOTES- BRACING- 1)Unbalanced roof live loads have been considered TOP CHORD for this design. Structural woad sheathing directly applied. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD Vasd=132mph;TCDL=5.Opsf:BCDL=5.Opsf;h=25ft; Rigid ceiling directly applied or 4-9-11 oc bracing. Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEBS and C-C Exterior(2)zone;cantilever left and right 1 Row at midpt 4-13,8-11 exposed;end vertical left exposed;C-C for members MTek recommends that Stabilizers and required and forces&MWFRS for reactions shown;Lumber cross bracing be installed during truss erection,in DOL=1.60 plate grip DOL=1.60 accordance with Stabilizer Installation quide. 3)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom 1 = 1359/0-M (min.0-1-10) chord live load nonconcurrent with any other live 10 = 2028/0-M (min.0-2-6) loads. Max Horz 5)'This truss has been designed for a live load of 1 = 160(LC 12) 20.0psf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = -675(LC 8) bottom chord and any other members. 10 = -1340(LC 9) 6)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 675 lb uplift at 1 = 1359(LC 1) joint 1 and 1340 lb uplift at joint 10. 10 = 2028(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 1-2-2519/2350,2-3=-2224/1999, 3-4=2125/2011,4-5=1421/1344, 5-6=-1420/133B,6-7=-11167710. 7-8=-1153/692,8-9=1897/1009 BOT CHORD 1-15=-2022/2306,14-15=-1487/1952, 13-14=-148711952,12-13=-363/1014, 11-12=-363/1014,10-11=888/1915, 9-1 0=-888/191 5 WEBS 2-15=-284/557,4-15=-151/436, naueeryeek.r,��uuiTwuaZra� 3u'iygfeclraius�cicuzer}su'0wr4aoenpw�anri�.w mrmedqny4e.cauelTruxorfuM smido cisRrvdme�mi ihL•imeeaedNe udlknetkrexlWcle eddy Tm 'bi®"l''-Spodgfipr-r OeseJu®r.Tp' esrmsa�wlti dmp¢e�.dey.y+grnporalgmaa leupdAe mixT ogee! e:loeny wenini Ree rsm pac u�twc wcl,9! -p�ttionyT Tbrr&lltT,P-E: aliu WTn TargrM6y ��y w4 aidW Cher 1,Cron iu4nnN yeEp�t+d47A mod•5euhnde O'M6(oM��Sd6.lid:v/lM1l r q ddn 100 i�fi�d de Urs sde6ybda}dvy..pstutisolkn sSdi ei'nY`ukntd. 380083 ' /Nad6rPi er+' etler lsnnr set'4.rhl�'ai ase 1ps7sesdikk 4epvtlSv4tldwc hmUOCldkkllTle'M&7m,ieh,ure{*dpdae.161t?e7ee]egnsaLieini3meidMlwrC•s,na,TivfsoepL,',vuii s:tlah�nn:akn 44515t Luci�lB�vd, ismslr.rmlWetaabgeed ln►.m�siidp�..+�TkTr+ds�ryeH1'isF7larruiyo�np.rxuus mopn«am,�ar/luiyodndaa.uruadwteTn). Fori Rerce,PL134?4b � CeppigN m'1PI6A�IP oiTnsst{•AeihoapTT slelli;P.F Reaioioaiaaylthes(acumeA:wuo�hrm,iipTphZge{xu4tmtfie igfip petmsva.6os11iaotfpsusAit6oerTa=c�ll(P.E f Job Truss Truss Type Qty Ply r 69744 A04 Hip 1 1 A0095372 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:12 2017 Page 1 ID:2TQ33OHejztpsTgisxGO4jzbKBp-7Hgbyll l CdFDgEQXcgOwrKMzrNokyO8vXO5GJlyeO9D 7-11-0 11-9-2 19-0-0 23-0-0 30-0-14 34-5-0 34�$-0 42-4-0 3-10-2 ' 7-2-14 ' 4.4-0 ' 7-2-14 3-10-2 O--0 7-10-0 4.00 12 5x8= 5x6= Dead Load DeO.=5/16 in 3x4 5 6 3x4 4x6 3x6 3 4 7 8 3x4 4x6 2 9 1A 4 4 ~ I to 1 10 n' ri CS Ii 18 17 16 15 14 13 12 11 y 3xB— 1.5x4 11 3x4= 4x6— 3x4= 3x8= 3x6= 4x4= 3x6 II 3x6— 5xB II 1-10-0 7-11-0 10-5-0 i11-9-2 19-M 23-011 30-6-14 34-M IWO 42-0-0 1-0-0 6-1-0 2-6-0 1% 7-2-14 4-0-0 7-2-14 3-11-2 6-0-0 1-10-0 04-0 Plate Offsets(X,Y)— [1:0-0-12,1-6-4],[1:0-0-14,0-0-2],[4:0-3-0,Edge],[5:0-5-8,0-2-8],[10:0-0-2,Edge] LOADING(psf) SPACING- 2-M CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.16 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.43 15-17 >953 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.24 17-18 >999 240 Weight:218 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2`Except* T1:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30`Except` 1-18=-1866/2230,17-18=-1866/2230, B2:2x4 SP No.2 16-17=-1750/2221,15-16=-1750/2221, WEBS 2x4 SP Na.3*Except* 14-15=-881/1489,13-14=-229/682, W7:2x6 SP No.2 12-13=-229/682,11-12=-930/1931, WEDGE 10-11=-930/1931 Left:2x6 SP No.2 WEBS BRACING- 3-17=-58/305,3-15=846/996, TOP CHORD 5-15=404/513,8-14=968f761, Structural wood sheathing directly applied or 3-0-12 oc 8-12=-938/1326,9-12=-2045/1844, purlins. 9-11=-1 873/2283,5-14=455/479 BOTCHORD Rigid ceiling directly applied or 4-5-5 oc bracing. NOTES- WEBS 1)Unbalanced roof live loads have been considered 1 Row at midpt 3-15,8-14 for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;TCDL=5.Opsf,,BCDL=5.Opsf,h=25ft; accordance with Stabilizer Installation guide. Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and :-C Exterior(2)zone;cantilever left and right REACTIONS. (lb/size) exposed;end vertical left exposed;C-C for members 1 = 1358/0-8-0 (min.0-1-10) and forces&MWFRS for reactions shown;Lumber 11 = 2029/0-8-0 (min.0-2-6) DOL=1.60 plate grip DOL=1.60 Max Horz 3)Provide adequate drainage to prevent water 1 = 145(LC 12) ponding. Max Uplift 4)Plates checked for a plus or minus 0 degree 1 = -690(LC 8) rotation about its center. 11 = -1362(LC 9) 5)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 1 = 1358(LC 1) loads. 11 = 2029(LC 1) 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 7)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 690 lb uplift at 1-2=-2440/2180,2-3=2341/2155, joint 1 and 1362 lb uplift at joint 11. 34=-1634/1454,4-5=1558/1475, 5-6=-1307/1242,6-7=1339/1207, 7-8=-1413/1186,8-9=-743/404, LOAD CASE(S) 9-10=1907/1050 Standard BOT CHORD 1-18=-1866/2230,17-18=-1866/2230, 16-17=-1750/2221,15-16=-1750/2221, 14-15=-8B1/1489,13-14=-229/682, 12-13=-229/682,11-12=-930/1931, iirt�-fru0uni!Irnm qt 11t07R353'il0�Zf33lINlfAL'11d'IW1S(OSTCYiZ!fl�iltih/1rL�6Y!irim Jn3pkip prrarotn/ini 4nmit Nbknip4my[IQIjWtlt 4gajl:Trals�0i;t W.e SleeiMet�&hbegn l!es6e1a6eBG,Wj '. WTli1g!@tpktli!INkbIIASIDtiBOgN1$215liMS MSRErpgxS{LSiIDI�jGpQl SS1n01i.IMtStE10!ap$¢$gi pJtbinrl gjm9t�bry0 J2V[L*tE6,1�1$gtSgjt}TIbS�trCHO1kI•{ilnlJ of THL lEeagr!o,.e�tr,,la!4vct,arii . � niredgrs bto.:gr,u�yiet! ',c�$rc.�n,�ec.te<,aannd'_pc:wltyo�ettaseunndrrantatwntb�tia� t�!amrM a$emnn�sir;ab!antims. i.t'ypnct�tr1. �thc`rij%7-Tomtio�Ilt,;P.E.. N � �. ryn� � r 4ny,�hlFrtnlrng3n/d �.80063,' ilrbdfgasyuacDrr+iex rre$esttlr+ti9!Tp tr/mpmSrcrWpxdm,dMru1€epf!e7i!gISa471Ene$ega<flSgpl4te/1rTP r!l .I gipAquutlxpssVpilac�l&It�n!Gt.riirys, 5n niimiidMiusUsr�nTiibDntlrh7�ttrnl lmrYmfi9nn!!kp ,itltirlst(dml4,! elpu61,k..!NglrklpNx!gi$ti lkintt W!pr+rbtnuk7llltNllu'D tirz�xLbtSp$n�{p.q�o,/nliq:;dlli'ryAdktlkx;gtt!Edntislril: 44$1$f 141C Blvd,. . . :' �• .... _ .. .... . _- Fort:P+er-e:F1:L,.�3gWi'i - ----- Cepp'tgh1D10161,�I1:oiTtodzs-fethyeyfT n;ep(;P.F Reproiotlinetiltiisdocomeel;inanyhrm,�spto6�ifelwGtnatt6dt!mieprtmnito�hr�AdBaotlteiseC-Apt4oeyfT.i5o0f,P.F Job Truss Truss Type Qty Ply 69744 A05 Hip 1 1 A0095373 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:13 2017 Page 1 I D:2TQ330HejztpsTgisxG04jzbKBp-cTOzAe2gzwN4R0_k90v9NYuBGn9d hvd3lgrgrkye09C ,1-10-0 9-4-13 17-M 25�3-0 i 32-9-6_ 34-6-0 4240 '1� 7-6-13 7-7-3 8-4-0 7-5-6 1-8-10' 7-10-0 ' 4.00 F12 5xl0 MT20HS- Dead Load Dell.=3/8 in 5xe= ` 5x6 WB::� 4 5 4x6 3x4 7:�; 3 6 3x6 zr 1.5x4 11 2 W4 7 n 8 Ri yr 1 9 IA v 15 14 13 24 12 1t 10 d 3x8— 1.5x4 11 3x6= 3x4= 5x6= 3x6 Sxe II 3x8= 3x6= 1-10-0 1-6-0 94-13 9- 17-0-0 25-0-0 32-9-6 34-0-0 40-0-0 42-0-0 1-0-0 7-6-13 3 7-7-0 V-0 7-5-6 1-9-101-10-0 04-0 Plate Offsets(X Y)— [1:0-0-121-6-4) [1:0-0-14 0-0-2] [3:0-3-0 Edge],[5:0-5-8,0-2-8],[6:0-3-0,Edge],[9:0-M,Edge],[10:0-3-0,0-3-0]___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.21 13-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.57 13-15 >729 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.30 13-15 >999 240 Weight:202 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30`Except` BOT CHORD B2:2x4 SP No.2 1-15=-1887/2308,14-15=1887/2308, WEBS 2x4 SP No.3*Except` 13-14=-1887/2308,13-24=-493/1231, W6:2x6 SP No.2 12-24=-493/1231,11-12=440/962, OTHERS 2x4 SP No.3 10-11=-140/962,9-10=-886/1966 WEDGE WEBS Left:2x6 SP No.2 2-13=-659/847,4-13=0/260, BRACING- 5-13=-741/622,5-12=391f760, TOP CHORD - 7-12=-1598/1419,8-1O=292/528, Structural wood sheathing directly applied or 3-8-4 oc 7-10=-1740/2129 purlins. BOT CHORD NOTES- Rigid ceiling directly applied or 4-4-2 oc bracing. 1)Unbalanced roof live loads have been considered WEBS for this design. 1 Row at midpt 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2-13,5-13,7-12 Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf,h=25ft; MiTek recommends that Stabilizers and required Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) ` cross bracing be installed during truss erection,in and C-C Exterior(2)zone;cantilever left and right accordance with Stabilizer Installation guide. exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber REACTIONS. (lb/size) DOL=1.60 plate grip DOL=1.60 1 = 1359/0-8-0 (min.0-1-10) 3)Provide adequate drainage to prevent water 10 = 2028/0-8-0 (min.0-2-6) ponding. Max Harz 4)All plates are MT20 plates unless otherwise 1 = 130(LC 12) indicated. Max Uplift 5)Plates checked for a plus or minus 0 degree 1 = -702(LC 8) rotation about its center. 10 = -1380(LC 9) 6)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 1 = 1359(LC 1) loads. 10 = 2028(LC 1) 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members,with BCDL= when shown. 10.0psf. TOP CHORD 8)Provide mechanical connection(by others)of truss 1-2=-2519/2209,2-3=-1881/1622, to bearing plate capable of withstanding 702 lb uplift at 3-4=-1812/1636,4-5=-1720/1657, joint 1 and 1380 lb uplift at joint 10. ! 1 5-6=-1309/1014,6-7=-1381/999, 7-8=1761/947,8-9=-1950/1006 BOT CHORD LOAD CASE(S) 1-15=1887/2308,14-15=-1887/2308, Standard 13-14=188712308,13-24=-493/1231, 12-24=-493/1231,11-12=140/962, 10-11=-140/962,9-10=886/196& '.9�Ny Fle>.»nnef¢«nnre i110Y tIRs3(Y�"Ti311 r9tl16 L1Fd1�aifOfiGYj tiss3j3Wui.[e:sl9rb �In�k+g.p anmirtta+� msrm+irtg,ma.vlau'^aaa�+as�T ua.�¢yi 4una34nkln.0 eekesanl�eseaaeem wi MTikoampds wdi k'n Siu4e'WahsYlb inssU yryart(u.,riealirhAem tr sz! eeTIDClHsesaneeegdedd eofnd egmedgr.tilaef 6rrfxSehvpdflrsu p.Trvs.tq aTeelOU nit erartlrFl 1sChsgs errs?Kaet tulMo,wtil.er.' Afithbf19T-F6g6&-tItTRE:- ulned ltc7 fs apWidq Ces r rGaidb D.uti Dim'utlxhdgGpheWltgB pert :uCend5e0 W9(dht Y�1E.16sjniva71r41 Mgr!i it/hs106NerfP:Jn dtl T hdten3bd�,si M�shre!al kusr tid 4b naryd; orIritaro-p,�eeeGoeimr L§epnu'e4n10 Wpe rrtgrc`s,nl ped sdikliiWsr(eaprm ishtilxed:oeM591s1i1lReel3&1 eildo el ht�sipn`.,rte�FFl t�xtRr regntf tsAlkl urOTiefs CepyrssnedinssYmht'edeA 445i StBW se.Bl+td, iMMrrahhatrt gi gnfspeh *aea Y!aprtn hnlieLaqun,0erp61einp F7Tmrnitatairpa rtLeu stnesrijnamerygl0g,dgiMqu:dhr:,m�iddnH.Rl-1 F e FL'14046, - C}p�igh14a 2016611eelTressxs.,Aot6odyiT m5ol1(,P.E.,Reprolortioaul76is dnromeot.irt8oy hrm sQtohiEiizdwnAootr5eminin pnmrsswofiamAI PeatfmsuC,.�ethoeyf7pe5o IQ;P_E; I i i I Job Truss Truss Type pty Ply t 69744 A06 Hip 1 1 A0095374 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:13 2017 Page 1 I D:2TQ330 HejztpsTgisxG04jzbKBpcTOzAe2gzwN4 RO_k9Ov9NYu74 n 7s hyM3lgrq rkye09C 8-4-0 15-0-0 21-2-0 271i-0 33-11-15 42-4-0 6-7-15 6-2-0 6-2-0 6-7-15 84-0 5x10 MT20HS= Dead Load Defl.=9/16 in 1.5x4 11 5x10 MT20HS= 4.01) 12 3 4 5 3x4 3x4 c 2 6 RIB 31 Xt - ri 14 13 12 11 10 9 8 O 3x8 1.5x4 11 4x6= 3x8= 3x4= 1.5x4 11 3x8 z�- v fix8 II 3x4= 4x6= 6x8 II 1-10-0 42-4-0 1-6-0 1, 84-0 15-M 0 21-2-0 27 33-11-15 40-0-0 401 -0 1-" 6-0-0 6-7-15 6-2-0 6-2-0 6-7-15 6-6-0 04-0 Plate Offsets(X,Y)— [1:0-0-12,1-5-12j,[1:0-3-14,0-1-8j,[3:0-7-0 0-2-8j,[5:0-7-0,0-2-8) [7:0-3-14 0-1-81 [7:0-0-12 1-5-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.34 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.89 8-9 >572 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.56 11 >907 240 Weight:207 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 31'Except' 2-13=-344/468,3-13=-174/392, B2:2x4 SP No.2 3-11=-344/533,5-11=-344/533, WEBS 2x4 SP No.3 5-9=-174/392,6-9=-344/468, WEDGE 4-11=-401/527 Left:2x6 SP No.2, Right:2x6 SP No.2 NOTES- BRACING- 1)Unbalanced roof live loads have been considered TOP CHORD for this design. Structural wood sheathing directly applied or 2-2-0 oc 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) purlins. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; BOT CHORD Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) Rigid ceiling directly applied or 2-2-0 oc bracing. and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;end vertical left exposed;C-C for members cross bracing be installed during truss erection,in and forces 8[MWFRS for reactions shown;Lumber accordance with Stabilizer Installation guide. DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 1 = 1693/0-8-0 (min.0-1-8) 4)All plates are MT20 plates unless otherwise 7 = 1693/0-8-0 (min.0-1-8) indicated. Max Horz 5)Plates checked for a plus or minus 0 degree 1 = 114(LC 12) rotation about its center. Max Uplift 6)This truss has been designed for a 10.0 psf bottom 1 = -849(LC 8) chord live load nonconcurrent with any other live 7 = -849(LC 9) loads. Max Grav 7)'This truss has been designed for a live load of 1 = 1693(LC 1) 20.Opsf on the bottom chord in all areas where a 7 = 1693(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FORCES. (lb) 8)Provide mechanical connection(by others)of truss Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 849 lb uplift at when shown. joint 1 and 849 lb uplift at joint 7. TOP CHORD 1-2=-3328/3175,2-3=-2998/2917, 3-4=-3095/3137,4-5=-3095/3137, LOAD CASE(S) 5-6=-2998/2917,6-7=3328/3175 Standard BOT CHORD 1-14=-2805/3070,13-14=2805/3070, 12-13=-2378/2809,11-12=2378/2809, 10-11=-2378/2809,9-10=2378/2809, 8-9=-2805/3070,7-8=-2805/3070 WEBS 2-13=-344/468,3-13=-174/392, 3-11=344/533,5-11=-344/533, 5-9=-174/392,6-9=-344/468, 9miq-FlMx nuirxOrrerwrru 411� 84553,1'11TifeZfOAir7,Y16 G1f0'f1i:4SlOf1CY1Ni3'jtlYl�li[L41L'1T hiR-tRJrtHj[p�inrNiRlwLfntnlnuLnlPln y�09,`.cdtl[Lttiajt:TuM&;t IhwtfFnikioe rs>_.@drue:a hx nielaCif&O,nlj ut:t a�esimkuirx�eeoandlwt�seo-sahr¢�tssia�evx3e:r�Ra�wgrem®[©1e:a�rcu,g![s°��cea bstspamcu rnctg�a�rtopRrR[Rmiteiq�nu�pau fRw[cwr�!.a� Mthen T.TdmtiolttP_E. w[s.dm1 i��ut�[ mRrn:��aeic WC.msNrndgcepn:nnteaurs�r.�Rmnerrtr_._ue¢cNn,bass.i6q[arNiltrnr.�rnademnRijrrunedneimi,i<asyeRagn rrnmm.�6Ryitd,ue / iemd, y�:80063 �: ' u.i��u:uracetiea,�lkr�Rir�iaa,lo r�rmsu; Irxtdwi lAIW1Fr(ttriRESCF�I$N6[kAIIISIJrrIE1l/I RtrJSAHI/tf¢RM�Y�Sl�p1�iLL�PFI�SrINSCiffi�rlS�SI3AIIEIfSId'I SSO•31�tl.I1MSAd�Lj4iORIIRSIVtR61rItI.HMA - ' .. ,ifR[.ms[hhMlr�(a¢lryN Nip.�aha7 r:mRlyd�jlik lR sOR PFg¢ei(nL71tl Mil i0iirar«iiru Srtkd E�{tketA[�hiliq.lllir{pd¢[Im oe�SE[Br IrtR41, .. 4451 St Lucte 81vd, " - For$Pierre,fL�3444fi � Gp'pigi�'L 7Q16 A�i As¢ilmcse;;Anjh�iryr irmSq H6 P.€:Rep�ddonwi dlr6is docrmtnt,in iri�tolm is poh3iiz{,x�6onti6emoi€fipnsysiiaa ho F-I i�otlrCsui-Ainhooyr TcrSi IICP,F; Job Truss Truss Type Qty Ply 69744 A07 Hip 1 1 A0095375 ' Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:14 2017 Page 1 ID:2TQ330HejztpsTg isxG04jzbKB p-4fyLN_3lkEVx3XZwj5QOwIRleAU gQQSC_Ka NNAye09B i 8-7-5 __ _ 11 , 21-2-0 29-0-0 33-8-10 42-4-0 8-7-5 4-4-10 8-2-0 8-2.0 4� 8-7.6 1.5x4 11 Dead Load Detl.=9/16 in Sx10 MT20HS= 5x10 MT20HS= Sx6 WB= 4.00 12 3 4 5 6 3x4 3x4 2 7 V : 4 4 10 i 1 I 1 4 Ri diE34b 0 0 15 14 13 12 11 10 9 3x10— 1.5x4 11 3x4= 4x6— 3x8— 4x6= 3x4= 1.5x4 II 3x10— 7x8 11 7x8 11 1-10-0 42-4-0 1-6-0,, 7.5-0 i6-7-5 13-0-0 21-2-0 29-0-0 i 33-8-10 34-11-0 40-6-0 40.1p-0 1-6-0 5-7-0 1.2-5 4-0-10 8-2-0 8-2-0 4�-10 1-2f 5-7-0 0 (1 04-0 1.6-0 Plate Offsets(X,Y)— [1:0-M,1-5-4],[1:0-10-4,0-0-2],[3:0-7-0,0-2-8],[4:0-3-0,Edgel,[6:0-7-0,0-2-8],[8:0-10-4,0-0-2],[8:0-M,1-5-4] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.35 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.91 10-12 >559 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.56 12 >901 240 Weight:203 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except` T2,T3:2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 31'Except' 1-15=-2719/3021,14-15=-2719/3021, B2:2x4 SP No.2 13-14=-2528/2974,12-13=-2528/2974, WEBS 2x4 SP No.3 11-1 2=-2528/2974,10-11=-2528/2974, OTHERS 2x4 SP No.3 9-10=-2719/3021,8-9=-2719/3021 WEDGE WEBS Left:2x6 SP No.2, 3-14=132/339,3-12=-692/890, Right:2x6 SP No.2 5-12=558/757,6-12=692/890, BRACING- 6-10=132/339 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc NOTES- purlins. 1)Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 3-7-3 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; 1 Row at midpt 3-12,6-12 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2)zone;cantilever left and right cross bracing be installed during truss erection,in exposed;end vertical left exposed;C-C for members accordance with Stabilizer Installation guide. and forces&MWFRS for reactions shown;Lumber DO-=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 1 = 1693/0-M (min.0-1-8) ponding. 8 = 1693/0-8-0 (min.0-1-8) 4)All plates are MT20 plates unless otherwise Max Harz indicated. 1 = 99(LC 12) 5)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 1 = -860(LC 8) 6)This truss has been designed for a 10.0 psf bottom 8 = -860(LC 9) chord live load nonconcurrent with any other live Max Grav loads. 1 = 1693(LC 1) 7) This truss has been designed for a live load of 8 = 1693(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Provide mechanical connection(by others)of truss j when shown. to bearing plate capable of withstanding 860 lb uplift at TOP CHORD joint 1 and 860 lb uplift at joint 8. 1-2=-3283/3097,2-3=-3145/3034, ! 3-4=-3630/3565,4-5=3630/3565, j 5-6=-3630/3565,6-7=3145/3034, LOAD CASE(S) 7-8=3283/3097 Standard BOT CHORD 1-15=-2719/3021,14-15=-2719/3021, 13-14=-2528/2974,12-13=2528/2974, 11-1 2=-2528/2974,10-11=-2528/2974, 9-10=-2719/3021,8-9=-2719/3021 xrniy Fle,rBnn111(rns he 1110gf 11�S6ry 18"-n311 r!rq56(�6/4dS(Of1fy-rT'�SrYL;ii1M77fIT 4n�eidt Map ,dF,da+ioasim,iviph y'itCa0i4ele�ryTTmklfi,! Ire ShdLdme ITkn Ya iuctldadriA Wj WT=tinxarpmsndlkpNM7cTWakt rdl k�TmsC n¢9rorn{a5irmh;E•pen'�ssl o(IW7ep uIDe vf;rlmrrrh s(nTteraangretipwtaiq l•Sx 4ngaddewjle irtn kg^mnfx(Wwr ninl8i rkerv�em pa�f'�wc mrs�.pt J tllollyT Tom6o`tII;-PE.: . o%rudmrinemrizll�y,0enpuderC N9 e.4ye5 mNT[reU�enUidd6G&tt[ddlMklG.pn4vll0ilkemi�dd6NDalmGNsudRi�ss:edeCuibmTers�rpfiS>,fdo-�y�jri'remlnamd: 380083J,.,. llrl loro-exo-l(Naraxrgurt3t.d o100N�PsGeulFddnrdAsru�Ospafe4Yl�ucdmnr0rlklrltlArd9LInUAa stbpadPelvi➢41EfiusMRgn2KarnlrntsilMl ssaneTvu9Npi!3x?Wt :tlrnYlnnWkrs 445i:SCLulcIeBlyd. I :.. .. tllu+rntfda¢dIr14��.N�riumvittlh�r'+�6,11i11k(n�On.p[gmifinV](MkGmrO,ilp�nT,ssStda�itietA�4tlly:.27iRtldaN'na;aT6ldiNmT1F1 FOft�.Pi¢rLC.FL:�444b Yip"pigir�3014$-1 lsaiTmsses;AnihSnyt TanSc IIGP.P;Rep�oianimclAisfocgmeet;innriyfarm,itpioh�3iielrahnot16n Hiitilnpermisua�koc Ail PaotTniizi'-.l�rdet}L'Tgc5e 14;PF; ': i Job Truss Truss Type Qty Ply 69744 A08 Hip 1 1 A0095376 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8-120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:14 2017 Pagel , - 4-6- - - i I D:2TQ33OHejztpsTgisxGO4jzbKBp-4fyLN_31kEVx3XZwj5QOmARJA ASMQO2A-0C-0_, KaNNAye09B 11-1100:0 6-6- 100 915 246 31-0-0 5955 4 4 1 6-95 4-5 1-10-0 Dead Load Defl.=5/8 in 5x10 MT20HS= 5x10 MT20HS= 4.00 Fl2 5x10 MT20HS= 1.5x4 II 3 4 5 6 1.5x4 1.5x4 2 3 7 sn 1'otB A Ri 0 6 14 13 12 11 10 9 3x10= 3x4= 4x6_ 3x4= 3x8= 4x6_ 3x4= 3x10— 6x8 II 6x8 II 1-1 0-0 42-4-0 1S0 11-0-0 17-9-15 24-6-1 31-0-0 4G-6-0 1 1S0 9-2-0 6.9.156-9.15 9-2-0 0-4-0 1.6-G Plate Offsets(X,Y)— [1:0-0-12,1-5-12),[1:0-10-0,0-0-61,[3:0-7-0,0-2-8),[4:0-5-0,0-3-01,[6:0-7-0 0-2-8j,[8:0-0-12,1-5-121,[8:0-10-0,0-0-61 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.42 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -1.05 11-12 >486 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 0.68 12-14 >752 240 Weight:202 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31'Except' T2,T3:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 30'Except' 2-14=-30/311,7-9=-28/309, B2:2x4 SP No.2 6-11=-1093/1273,3-12=-1081/1262, WEBS 2x4 SP No.3 5-11=414/555,4-12=-461/559 WEDGE Left:2x6 SP No.2, NOTES- Right:2x6 SP No.2 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 2-2-0 oc Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; purlins. Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BOT CHORD and C-C Exterior(2)zone;cantilever left and right Rigid ceiling directly applied or 2-2-0 oc bracing. exposed;end vertical left exposed;C-C for members WEBS and forces&MWFRS for reactions shown;Lumber " 1 Row at midpt 6-11,3-12 DOL=1.60 plate grip DOL=1.60 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)All plates are MT20 plates unless otherwise indicated. REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree 1 = 1693/0-8-0 (min.0-2-0) rotation about its center. 8 = 1693/0-M (min.0-2-0) 6)This truss has been designed fora 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 1 = 84(LC 12) loads. Max Uplift 7)'This truss has been designed for a live load of 1 = -870(LC 8) 20.Opsf on the bottom chord in all areas where a 8 = -870(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 1 = 1693(LC 1) 8)Provide mechanical connection(by others)of truss 8 = 1693(LC 1) to bearing plate capable of withstanding 870 lb uplift at joint 1 and 870 lb uplift at joint 8. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 1-2=-3249/3107,2-3=-3248/3041, 3-4=-4101/3925,4-5=-4109/3934, 5-6=4109/3934,6-7=-3247/3040, 7-8=-3249/3108 BOTCHORD 1-14=-2718/2965,13-14=-2613/3074, 12-13=2613/3074,11-12=-3589/4120, 1 G-1 1=-2611/3073,9-10=2611/3073, 8-9=-2718/2965 WEBS 2-14=-30/311,7-9=-28/309, :Pma1FlnvM1unetlrreierC 1'110uF i1Ci3(5'13'l-�i311f7Y16C7147L;ei(4fiGujturcl'jtltrCe2EP81ST tral,itlr tarp raccarrM inl�n ntisfntttmpfi.ry(IfG`):MOe siixjl,irek ei,tF4bmz54ni0dne.u:&Irsscsn:,u Weln2iiiD;git �rAT�k�+rimsiiAlir IhrTeirllAhsditiTnis Gsm[ya.(a.fim�fipx�tl.s>•lumrNC1(r esanareq,*andarxk;sfndeGm ngrryaclr @s,nd6cniT rq�:3r.tt lCOnlr aartlFFl.i6e tt9p usneissd�+rc wMr,Ar . m rrdL§sT ssbegUiidy mr,ra�are;dwc a:n:slAtNe/geiunewikro gq acemm�ter rC:aaedmwdsiuyntiwmi tre.gemddesmo-'a err fieuned@i+is,bdWgkmtri,n rN;Asm w:na sShc c. d: "AnthoriyT 8008 o�iTi;P.E: 800 :reo- asuasaortsdn:�to dtrNoti¢irdpedanlNakb7srLmS� Wu MmttSeMrN11iPNSJei/.Enwel4>rsipucelxlffimAaeym3Bbnd&nsdMlssOv�eiies0ap63nnulirtsspinni 83,.., Yeg IDf01bA Iallntsez,Aelh��i T.mS'edl P.F,B Rr�edomExil6is donemeri o"�np tmm�s pto bned,xo4eotsfie'infie peta�s,aohoro 4l�irotfm'isxK-.Anthonrr4exhr'N(,P,E.' ForfSFierc2,UFL.399,- 46 Job Truss Truss Type Qty 9 Hip Ply 69744 A0 Job Reference(optional) A 0095377 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:15 2017 Pagel ID:2TQ330HejztpsTgisxG04jzbKBp-YsWjaK3wVYdohh86HoxdSz_SlapW91N LD_Kxwdye09A 1-10-0 17-0-12 25-3.4 , 33-" 42-4 0 l 1-10-0 7-2-0 8-0-12 B-2-8 8-0-12 Dead Load Defl.=13/16 in 7x10 MT20HS= 7x10 MT20HS= 4.00 12 4x4=5x10 MT20HS= 2x4 11 2 3 4 5 6 2 m 7 dl kb 6 0 13 12 11 10 9 8 • 3x10= 1.5x4 11 4x6= 4x6= 1.5x4 11 3x10= 6x8 I I 3x8= 3xl2= 6x8 11 1-10-0 42-4-0 11 s-0-0 17a12 2s3✓t 33-4-0 Uo 4o,1p-o 1-0 0 7-2-0 e-0-12 a t e 8-11-12 7-2-0 o 0-4-0 1-6-0 Plate Offsets(X Y)— [1:0-0-12 1-5-12] [1:0-10-0 0-0-21 [2:0-5-0 0-2-0] [6:0-5-0,0-2-01,[7:0-10-0,0-0-21,[7:0-0-12,1-5-121,[10:0-3-4,0-1-81,[11:0-2-12,0-1-81 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 0.99 Vert(LL) -0.52 11 >986 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.35 11-13 >375 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.21 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) 0.81 11 >628 240 Weight:208 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except' T2,T3:2x6 SP No.2 WEBS BOT CHORD 2x4 SP M 31'Except' 6-10=-1935/2291,2-11=l 931/2283, B2:2x4 SP M 30 5-10=-588/747,3-11=-609l745 WEBS 2x4 SP No.3 WEDGE NOTES- Left:2x6 SP No.2, 1)Unbalanced roof live loads have been considered Right:2x6 SP No.2 for this design. BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Structural wood sheathing directly applied. Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BOT CHORD and C-C Exterior(2)zone;cantilever left and right Rigid ceiling directly applied or 2-2-0 oc bracing. exposed;end vertical left exposed;C-C for members ._ WEBS and forces&MWFRS for reactions shown;Lumber 1 Row at midpt DOL=1.60 plate grip DOL=1.60 6-10,2-11,3-10 3)Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing be installed during truss erection,in 4)All plates are MT20 plates unless otherwise accordance with Stabilizer Installation quide. indicated. 5)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 1 = 1693/0-8-0 (min.0-1-8) 6)This truss has been designed for a 10.0 psf bottom 7 = 1693/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live Max Horz loads. 1 = 68(LC 12) 7)'This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 1 = -878(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = -878(LC 9) bottom chord and any other members. Max Grav 8)Provide mechanical connection(by others)of truss 1 = 1693(LC 1) to bearing plate capable of withstanding 878 lb uplift at 7 = 1693(LC 1) joint 1 and 878 lb uplift at joint 7. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 1-2=-3347/3045,2-0=5118/4773, 3-4=5122/4773,4-5=5122/4773, 5-6=-5124/4777,6-7=-3346/3044 BOT CHORD 1-13=2665/3081,12-13=-2673/3080, 11-12=-2673/3080,10-11=-4481/5115, 9-10=-2673/3080,8-9=2673/3080, 7-8=-2664/3080 WEBS 6-10=-1935/2291,2-11=l 931/2283, e:�rieue�ur,��itmimsia(u3~�auruueclr�ls:eslm�'ur�saEcrt[a¢s1't.a1lr�,pp��wi�.+, b,r�ed�ee.yrt[.;ammrm•rttnmm;r ut srnid.�.uehss�.,s�d mno.w� ''M - }smu- 2,au Anth suaeieot Tnnsoy?h1�t�§�r!�c�Sfi s�uerylg7>�wm®�v �dmpaz,�ws o+pe+ms nr> *h�a�c3,deeu erns nc�ed�ficlosotj eessmt.taeteva na? ,, p cwrs�!gr - ony"T Tomlio-tlt;;P.E- otaedblin lrrypildq Mner SiGejdbCmi MOim�e#I.n:eigi8ni#En1lvp Bs�,haeuee ldfi Mtle Rldht6�3xiGe�,oH WR11)keflmddh l00W ryfiWn dBi teitglm�stae�;jipdw.d ke isldr trm/nfitlA)d }80083;,,,,. . ili).dfgPupv®+fvlirM U�ns�Mu�1MN��FNus dpadxsdt41d1'�Gcpsm Sa4glh esano9ld�,krlr>f u�sr�emM d1N�dpitiar�IPF�td nH�nwss3�mt n(4aiid�tassD•v�a ties,or;�Sg�e!eilt sseampnn.uku 4a5 Sr W�ie BIvA.. i8erntWult�trammwer�k..y7�araaacxL�tNrnnmcsrr5u henxt.i�asirm tusv£up+aamsus>rlumududm,usiamN tnt f er 9 Cappy6i r9,2016A�1Y o}insses;Aelhaa7r l,n.vllt,P,f Reprdou:xglt6�s iMomeet.iqueyhrm rspohiEiie{wn6nosr5eminenpeimsnaitiei41Sao}frpsieY.;,il�tkoeyf.T:cil1(,P.E� Fo..P� ce;FL',. 4fi, Job Truss Truss Type Qty Ply 69744 A09G Hip Girder 1 A0095378 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:17 2017 Page 1 ID:2TQ330HejztpsTgisxG041zbKBp-UEeU?05A19tWw?IVOD 5XO3tgOaUdfBeglpl_Vye098 0-0, 7-0-0 12-9-1 11-4-6 , 23-11-10 29-0-15 35-4-0 4M-0 42-0-0 '1-10-0' S-2-0 ' S-9-1 57-5 57-5 57-5 59-1 5- 2�1-10-0 Dead Load Defl.=314 in 4.00 12 5x10= 3x = 3x4 4x6= .5x4 11 3 4= 5 10= 3 29 30 5 6 4 5 7 6 8 5x6= 5x6= II t0 1 9 1N c4 17 39 40 16 41 15 42 1413 44 45 4613 47 12 48 11 49 50 51 10 6x8 11 2x4 11 4x6= 6x8= 4x4= 4x8= 6x8- 4x6= 2x4 11 6x8 II 1-10-0 42-4-0 1-6-0 7-" 12-9-1 18-0-0 23.11-10 29-6-15 354-0 40-6-0 1 1-6-0 5-2-0 59-1 57-5 57-5 57-5 59-1 52-0 04-0 1-6-0 Plate Offsets(X,Y)- [1:0-7-2,0-0-51,[2:0-7-4 0-2-81 [5:0-3-0 Edge] [8:0-7-4 0-2-8] [9:0-7-2 0-0-5] [11:0-2-4 0-2-01 [16:0-2-4 0-2-0] LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.88 13-14 >574 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -1.30 13-14 >390 240 BCLL 0.0 ` Rep Stress Incr NO WB 0.85 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:450 lb FT=0% LUMBER- TOP CHORD 2x4 No.2*Except* 7)This truss has been designed for a 10.0 psf bottom T2,T3:2x4 SP M 30 BOT CHORD 3: BOT CHORD 2x6 SP 2400F 2.0E 1-17=-2804/4645,17-39=-2774/4615, chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 39-40=-2774/4615,16-40=-2774/4615, loads. WEDGE 1641=5215/8725,41-42=5215/8725, 8)'This truss has been designed for a live load of Left:2x4 SP No.3, 1542=-5215/8725,1543=-5215/8725, 20.Opsf on the bottom chord in all areas where a Right:2x4 SP No.3 1443=-5215/8725,14-44=6202/10419, rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- 4445=-6202/10419,4 5-4 6=-62 0 2/1 041 9, bottom chord and any other members. TOP CHORD 1 3-46=-6 2 02/1 0 41 9,13-47=-5202/8742, 9)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 4-5-9 oc 1247=-5202/8742,1248=-5202/8742, to bearing plate capable of withstanding 1530 lb uplift pudins. 4849=-5202/8742,11-49=-5202/8742, at joint 1 and 1530 lb uplift at joint 9. BOT CHORD 11-50=-2734/4612,50-51=-2734/4612, 10)Hanger(s)or other connection device(s)shall be Rigid ceiling directly applied or 9-0-15 oc bracing. 10-51=-2734/4612,9-10=-2764/4642 provided sufficient to support concentrated load(s)194 WEBS lb down and 328 lb up at 7-0-0,83 lb down and 146 lb REACTIONS. (lb/size) 2-17=472/470,2-16=-2654/4452, up at 9-0-12,83 lb down and 146 lb up at 11-0-12,83 m 1 = 2552/0-8-0 (min.0-1-8) 3-16=-1299/992,3-14=-1081/1840, lb down and 146 lb up at 13-0-12,83 lb down and 146 9 = 2552/0-8-0 (min.0-1-8) 4-14=-503/499,6-13=-512/505, lb up at 15-0-12,83 lb down and 146 lb up at 17-0-12 Max Harz 7-13=-1020/1744,7-11=-1270/974, 83 lb down and 146 lb up at 19-0-12,83 lb down and 1 = 53(LC 8) 8-11=-2667/4473,8-10=-480/475 146 lb up at 21-2-0,83 lb down and 146 lb up at - Max Uplift 23-3-4,83 lb down and 146 lb up at 25-3-4,83 lb p p 1 -1530(LC 4) NOTES- down and 146 lb u at 27-3-4,83 lb down and 146 lb = 9 = -1530(LC 5) 1)2-ply truss to be connected together with 12d up at 29-3-4,83 lb down and 146 lb up at 31-3-4,and Max Grav (0.131"x3.25")nails as follows: 83 lb down and 146 lb up at 33-3-4,and 194 lb down 1 = 2552(LC 1) Top chords connected as follows:2x4-1 row at 0-7-0 and 328 lb up at 354-0 on top chord,and 110 lb 9 = 2552(LC 1) oc clinched. down at 7-0-0,49 lb down at 9-0-12,49 lb down at Bottom chords connected as follows:2x6-2 rows 11-0-12,49 lb down at 13-0-12,49 lb down at FORCES. (lb) staggered at 0-9-0 oc clinched. 15-0-12,49 lb down at 17-0-12,49 lb down at Max.Comp./Max.Ten.-All forces 250(lb)or less except Webs connected as follows:2x4-1 row at 0-9-0 oc 19-0-12,49 lb down at 21-2-0,49 lb down at 23-3-4, when shown. clinched. 49 lb down at 25-3-4,49 lb down at 27-3-4,49 lb TOP CHORD 2)All loads are considered equally applied to all plies, down at 29-3-4,49 lb down at 31-3-4,and 49 lb down 1-2=-4976/3045,2-26=-8725/5323, except if noted as front(F)or back(B)face in the at 33-3 4,and 110 lb down at 35-3 4 on bottom 26-27=-8725/5323,3-27=8725/5323, LOAD CASE(S)section.Ply to ply connections have chord. The design/selection of such connection 3-28=-10419/6310,28-29=-10419/6310, been provided to distribute only loads noted as(F)or device(s)is the responsibility of others. 29-30=10419/6310,4-30=1 041 9/631 0, (B),unless otherwise indicated. 4-31=10346/6263,31-32=-10346/6263, 3)Unbalanced roof live loads have been considered LOAD CASE(S) 5-32=-10346/6263,5-33=-10346/6263, for this design. 6-33=10346/6263,6-34=10346/6263, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Standard 34-35=-10346/6263,35-36=-10346/6263, Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; 1)Dead+Roof Live(balanced):Lumber Increase=1.25 7-36=10346/6263,7-37=-8742/5333, Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)-; Plate Increase=1.25 37-38=-8742/5333,8-38=-8742/5333, cantilever left and right exposed;end vertical left p Uniform Loads(plq 8-9=-4973/3042 exposed;Lumber DOL=1.60 plate grip DOL=1.60 Vert:1-2=-60,2-8=-60,8-9=60,1-9=-20 BOT CHORD 5)Provide adequate drainage to prevent water Concentrated Loads(lb) 1-17=-2804/4645,17-39=-2774/4615, ponding. 39-40=-2774/4615,16-40=-2774/4615, 6)Plates checked for a plus or minus 0 degree 16A 1=-5215/8725,41-42=-5215/8725, rotation about its center. 15-42=-5215/8725,15-43=-5215/8725, Continued on page 2 very n emyflrrm.Cx guaanes`an S -n�rtituaserxn,rwesrasra�tauiylmwari.n 5lary�,l.p�a,wi„i1�.na,rm,tK�m:.r�,`aae aara<ytu:}agr_u�,wasa„tdal.,�ga os,,r<radwcetro!i tdT!i�b MmsYd kg lH 4 Ugph,iiL rmSO mEya Y4r Sf 9f6Aag a Y qIC rqe h®eyslam�la,m a reYn1 rows1Atru,auK iq�r I SeIW s u mt r «qI1 q�at1 nlxlt h19}. tx en s,epelrtlAd14,0�t44(di„milAw6¢kWIFFI ftr ad5lmuw tad as toss hu ae (.siilarmdh"ssbut -'d Anthon .T 8TdAi 0083 I2I;P.E:: ,atidm,,n,ralyt�uay n,mr,c tidmc.hre c 'claddyls�a rY1 � n Rr^_ �: � T� r..- I Y Ile1n1(erC'Srpu[HrbhtA,t 1@GIH aMY&}g Idkdtlil9[ (h r l'fIr Ir.}ttl SG411a1 Ippl{l a�r;1t if nrsu elldY.el G'f YII t1Pr}faMSMR n,3d31i rZ Altfa(pr s 80683 11 awsnm a � q grle rnf:Oe�pLtae�olirtsf Yu!hkff SRr 1 r� 4451;St Lucle 81vA..Itlmiss4RW1 I,Ril fptld rymnarglrk1r mis6 d,el tkrn spff 6lmeieo G'S¢16>.(rur 0iiipxt srinss;InlYliMkdnrtrriiy t0 nf4anNxa,o Iid'aY„iki(Fl XPOier 2,FL.;�4446 lz:t. Gppight'D 2016AJ rgafinsses Anihpoyf T.mSn il(,P.E,'Raioluq�secltiis donmter;in ioy form lipio53gz{wohonrt6emfie9pngnslanfram Ail i.affmsszs=.Ag{koeyi-T rShcl(P,E I I I Job Truss Truss Type Qty P'ly �69744 A09G Hip Girder 1 A0095378 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:17 2017 Page 2 I D:2TQ330H ejztpsTgi sxG04jzbKBp-UEeU 705A19tWw?I VOD_5xO3tg Oa UdfBeg Ip 1_Vye098 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-146(F)8=146(F)17=-43(F)10=-43(F) 26=-72(F)27=72(F)28=-72(F)29=72(1`)30=72(F) 31=-72(F)32=72(F)33=72(F)34=72(F)35=-72(F) 36=-72(F)37=-72(F)38=-72(F)39=31(F)40=-31(F) 41=-31(F)42=-31(F)43=-31(F)44=-31(F)45=-31(F) 46=-31(F)47=-31(F)48=-31(F)49=31(F)50=-31(F) 51=-31(F) I I 1 i I � I �I r '!. t &eiY ��s¢ilne -L1rM lL lehreu37eeldn t¢.Fk¢i�d¢rddmm Rtl; fmtiej Am¢8rmatlrrt:mrm lllWTr 116S3s'Y23'rZi3U lrtnf6LA2'IMJKICfSCY�UP3j:6'�:t'(hZllT YmtvdlM:plac^�td�mla:t nrbs'Ks.esfP W(1.,. 46¢! ,m, .. �f .zt TiEr .r. pmdF cull efiasRatey¢u'rtmTi¢18�e,aMx sswsr iTioueeipi!i�?ti11¢t:rma�na:dm 44$i St'Wu le Bl d,g"'W xT ru Ouv- mtrYtrq;ku rtppWdMT m!sadufmRklCi"rho®�OI4 d.IB elTns4es Aciho iT¢Ss:i(.P.E,Pe toind"'556 lW!(ocicii,w'.'folm,tt ioh3itnelMahnmiSe-�nfien nms:mitre®.F 19oat1mssxC-Acthoe,l`.^c5h i�(,P.ES Fbd`-Pter2 FL 4 6� PP9 ._.% P . 'hY I i I i Job Truss Truss Type Qty ply r I69744 B01 Hip 1 1 A0095379 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek industries,Inc. Wed Sep 13 15:51:18 2017 Page 1 r -2 -0 - I D:10lu SgkD G?7fMwpD7xf7M DzYL?O-yR2Cf-s4D-0-Mp 6 o2o4TZ?-0N Y9thyxVK4bc?EogbM69ovyYbXyye097 5 -4 -0 8-2-9 -0 2-0A 4.00 F12 4x4= 4x4= 3x4 6 Dead Load Deft.=7/16 in 7 8 3x4 4x4 a 5 1.5x4O 4 n 3 W3 5 Y m 2 n 2 c11 13 12 11 10 9 3x10 II 3x4= 3x4= 3x6 II 3x8= 3x4= Sx6= 1-10-0 1-6-0 11-2-16 2"-0 14 242-0 1-6-0 9-4-15 9-3-1 1-4-0 2-0-0 0-0-0 Plate Offsets(X Y)— f2:0-0-4 Edge] ]2:0-0-14 0-0-2] ]4'0-2-0 Edge] [7'0-2-0 0-2-8] (10'0-3-0 0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL. 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.21 11-13 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.67 11-13 >427 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014fiP12007 Matrix-MS Wind(LL) 0.39 11-13 >740 240 Weight:144 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- T1:2x4 SP M 30 SOT CHORD 2x4 SP No.2*Except' 1)Unbalanced roof live loads have been considered B2:2x4 SP M 30 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEDGE Vasd=132mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft; Left:2x6 SP No.2 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed,end vertical left exposed;C-C for members Structural wood sheathing directly applied or 4-7-0 oc and forces 8 MWFRS for reactions shown;Lumber puriins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 3-7-13 oc bracing. ponding. WEBS 4)Plates checked for a plus or minus 0 degree rotation about its center. 1 Row at midpt 5-11 � MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom q chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation wide, 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tail by 2-0-0 wide will fit between the 2 = 1187/0-8-0 (min.0-1-8) bottom chord and any other members. 9 = 884/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss Max Harz to bearing plate capable of withstanding 705 lb uplift at 2 = 467(LC 8) joint 2 and 475 lb uplift at joint 9. Max Uplift 2 _ -705(LC 8) 9 = -475(LC 8) LOAD CASE(S) Max Grav Standard 2 = 1187(LC 1) 9 = 884(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-159711385,3-4=-1 36311159, 4-5=-1277/1171,5-6=-461/382, 6-7=378/445,7-8=383/413, 8-9=-108811156 BOT CHORD 2-13=-1 707M 520,12-13=-126011097, 11-12=-1260/1097,10-11=-372/365 WEBS 3-13=-260/452,5-13=-217/486, 5-11=-898/1066,8-10=-1067/1052 aM,r-r,6tulrtw.e�lrfnhncssis a'i[3ul2usecman�s(osle±�niaj+s[cr(eauirmni�ranrnna�rw�(va.r„a,rsenry,s,:�etemshnAri:i�e,mr:ub�uassant .:ev,,o :�tmdm�eiw�i Niitwrd!h!tfAk sel4t.eR9phtd{lirinis Ona h9Fu3{u.5iea�hlrot?G:srJugiWlgrn[me¢ryta dui rrikNrodapnrigrnpuui¢r 6rie(isladler�,rm,prmf�ce raoldr. ri�i rxe .,. ,( rowcwrsrr.. . �. oiru8t$y.,nstartitnNajrmmrnvkkrdnC.iw,btC>fl aat�gr; bt67�inigem4tutMitfnO m6[afikk�blfulo}+ffiIr1.rw,epn.ddYk{ppa+ig(rdndite{;nrYhfiykuTe�y4npasht[h+i(k¢zytSdht4n� d Anthony T To mbolIt;PE-- m>,3brkagu`�tui•uroctAurtire rdhmlD2ulyFxGuulrytdoeiin[rkBtq(rm54Gd ([tSgp15br17^nf 9�J ttdne~.wcs;✓ea�,n,iitirru,mnyiasiis�mla oyw insk+ba !�+r�ss ., �[,s 0 3 ' Merrni6rca[ii�(a[Ar9Wqu.t nnghA -_,,,. vd ryktpitnl lkln^rLhCp,rqrtrh[71rt txUtydtlgxt xirit Stslts hiaigatuiM;11�20 artldeN,mxatrctla6W eT(F1: St80.B @ . 44 o51 Lucie I tpp,9���7agb l i otu„[u;;1w��,rr rsm3g111➢1.&e�ieduilix clli(s Ancuseel,:meulFbrm,is pin6i5nr1 woheutllie:mmtnpnmissionhc®A Itap]trssu[,Aarhn[gY.'I=cSelf(P,E' I 1 Job Truss Truss Type Qty Ply A0095380 69744 B02 Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MTek Industries,Inc. Wed Sep 13 15:51:18 2017 Page 1 I D:2TQ33OHejztpsTgisxG04jzbKBp-yRCsDM600T?NY9thyxVK4bc_aorKM4govyYbXyyeO97 7-5-11 13-0-11 i 19-0-0 23-4-0 24-2-0 7-5-11 5-11-0 5-7-5 4-4-0 -1 4x4=4.00 12 4x6= Dead Load Defl.=1/4 in Tq 5 6 7 3x4% 1 4x4 5 4 1.&4,Z�, 3 0 2 5 q g. m'6 2 sss 1 c 0 11 10 9 8 4x10 11 3x4= 3x4= 3x8- 5x6- 3x6= - 1-10-0 1�-0 10-8.1 19-M 23-0-0 42 1£-00 8-10.1 8-3-15 Plate Offsets(X Y) [1:0-0-4 Edge] [1:0-1-14 0-0-2j [3:0-2-0 Edge] [8:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) -0.12 9-11 >999 360 MT20 244/1901 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.36 9-11 >806 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.18 9-11 >999 240 Weight:138 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left:2x6 SP No.2 exposed;end vertical left exposed;C-C for members BRACING- and forces 8 MWFRS for reactions shown;Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 2-2-0 oc 3)Provide adequate drainage to prevent water pur ins, except end verticals. ponding. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 4-0-3 oc bracing. rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 1 = 1025/0-M (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 897/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Provide mechanical connection(by others)of truss 1 = 384(LC 12) to bearing plate capable of withstanding 487 lb uplift at Max Uplift joint 1 and 523 lb uplift at joint 8. 1 = 487(LC 8) 8 = -523(LC 8) Max Grav LOAD CASE(S) 1 = 1025(LC 1) Standard 8 = 897(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1704/1531,2-3=-1438/1230, 3-4=1402/1242,4-5=-657/573, 5-6=562/609 BOTCHORD 1-11=-1 872/1549.10-11=-1 323/1147, 9-1 0=-1 323/1147 WEBS j 2-11=-285/535,4-11=-229/441, 4-9=-740/928,6-9=-872/845, 6-8=-879/967 NOTES- 1)Unbalanced roof live loads have been considered for this design. :puclyfl aflmsr,,Hrrzn+0e 41ea,.11t5S3(S anr-tF3ti rR&i6L7lmti,as,�SlCut'eCl;f:a5.r^►.f➢iuur•I�eyatlr rr�'�awslrY. 4sivsstafp9n.u1'fd,";aDne 4tayt raxoye rd r .d6i' T.,rs C ssF�r;r Ctl.a rtereC e�lj Mieim + ss5`mkrmkrxerGflnitltl�,k JmsC hpmat�s err a s�wiar7aatqaen�r auamrrtvgtiptnnagaps�rl b Csam a>¢ewikua aeredc�> ,mraanmi.ffiresgrsr, ,.t mnacwrts r :Anthony V T6466'111.P:E.: �i�am,Tnr7arji�svteear,�wdrC:.€;�c�rcamomege.�mwrray0�Wa�„mn�ree�aittdi����imgaamtnt r grmddwmCaim�dnrd4etvcaecq�imq.,add�.ana�s�teea,µa�dn>d �8008.3.:.,:: ' tie8rlfar�s+gxmatiobdx sCrFr,s ramSCum}mt�at rFa�eise�r�w>�ts�mstEC�,.�,omsnr•�aj i<m�>Buee r>N�rd�.r-inta�aspinga�mts � id�i s:Cny�,;�uC�,p'tg�ncilrnsunsal«cakss 4d5i Sh Lactt"Blvd: jllav¢sHRsaMrtrta,Mryatga�ndaylydpwahnlaLlktnn6xnryoeiircE7(arbliupPi_sipa ttunssta fipanda rrtuar.$IIapW'edNe,m KaefiaamiM rorE Pterce,tt`;3994.'6 ..y fipjvtg6l✓)1Q16A-IlnoiTtratsas,�iha%T7nm pIR P,f,Reptodut$ns cfthtslnspmnnt;iuonytm®rzpto63iine{wghnott5e irmfnpetmnuaefra®AISutTrassei;-,Antkoey,CTpca.Ilf:P.E" i i s Job Truss Truss Type Qty Ply T 69744 B03 Half Hip 1 1 A0095381 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:19 2017 Page 1 I D:2TQ33OHejztpsTg isxG04jzbKBp-Qd IEQh6 QZm7D9JStW eOZdp89s B CF5gNx8c183Oye096 9-4-13 17-M 24-2-0 9-4-13 7-7-3 7-2-0 4.00 F12 4x6= 4x4= Dead Load Defl.=1/4 in 3 4 5x6K2 XW4 !1 v,1 s 3x6= 8 7 6 14 Li 5 3x10 II 1.5x4 11 3x4= 3x8= 3x6 11 i 1-6-01�1¢0 9-4-13 9-5-0 _ 17-0-0 24-2-0 ' 1-6-0 Os4W 7-6-13 0-0-3 7-7-0 7-2-0 Plate Offsets(X,Y)— [1:0-1-14,0-0-21.[1:0-0-4,Edgel,[2:0-3-0 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.11 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.34 6-8 >860 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.16 6-8 >999 240 Weight:122 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 d 3h 1)Wind:ASCE 7-10;Vult=170m (3-second gust) WEBS 2x4 SP No.3 p ( - g ) WEDGE Vasd=132mph;TCDL=5.Opsf,BCDL=S.Opsf;h=25ft; Left`2x6-SP No.2 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural woad sheathing directly applied or 2-2-0 oc and forces 8 MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 4-4-6 oc bracing. ponding. WEBS 3)Plates checked for a plus or minus 0 degree 1 Row at midpt 2-6,4-6 rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5 = 897/0-8-0 (min.0-1-8) bottom chord and any other members,with BCDL= 1 = 1025/0-8-0 (min.0-1-8) 10.Opsf. Max Horz 6)Provide mechanical connection(by others)of truss 1 = 352(LC 8) to bearing plate capable of withstanding 516 lb uplift at 5 ax Uplift 516(LC 8) joint 5 and 494 lb uplift at joint 1. 1 = -494(LC 8) Max Grav LOAD CASE(S) 5 = 897(LC 1) Standard 1 = 1025(LC 1) FORCES. (lb) Max.C_ omp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1678/1459,2-3=918/773, 3-4=-796/828,4-5=-840/934 BOTCHORD 1-8=-1742/1520,7-8=-1 74311 51 9, 6-7=-1743/1519 WEBS 2-8=0/266,2-6=-794/980,3-6=-174/372, 4-6=-1047/1006 BezizgFl Ga,rlr eie.5z li1G 116i3'Y'13"�>Ei3ll r9kt6.TD11F:DSttlSTGYj79r9 jiWi;SELSY.kPtan-irateilpla¢t�n:Mieilm'MORasi.,s2esh�We�R0�m0tlz lsbarl Tuk Oi;r_4iazee3freiLdye L4l urzltt iui�JdwGe tDD,vtj Bdsi¢onrlkbsw l4ktset4$ziDUAle tdl.isimsDors"Eiras'i{r,3realryfirie�j,G,>zlual l[JWz jei m,v7dindmrrsGr daraYrl�e .J.ilhr9afmyadAzstzrmsipT.la YelOP I,einlr4l.lai<sps uae,,IsGeT sGimc wh5!Ar at.seaG� nsr�tl,ima.1 s6z,epxuxnraenG ;rC:Msamdgrc,�p:a�uaa:,:�e,aae;,sa,dts, :G,�mrnmtt� >:tlrtt.r� -ddmmo i frvlo,rtdsin,:k bra st esttr��t lio[heny.T�TomfiotIl;:P:E:: u.W D ,��o-ip�la,n v emto,d E�reai,rpx�as�iYer apt remisti dome¢�aura�urrrw ri,demxt�sd�yce tnitfigsn,nynaam,ura i aY t,3s a tmsDGpiyHgoir�sumYlne.wi 44515t Lure BNd,. ' iYer:!is,E+t fl srM�)yre9puY G�1}w7 rymreil,Adl6arn'sUciptq�thF(G,kr(iaiOMrrtf xlou4Ws FpidNmtrlYe}ZIII ipCidFd'eta oe tsLdn! ItFI .. . �- _ fori`,Pier e,fL�9940 (eppig6r'.0 9gI6A'I Rsellmsszr Aeihonji T mix tlt,P,f,'ReorodaUtDa if(his dotumeei.jn onyfarm up,o63gedwdhbotiae rerinen pe®,umgha©AtI iaotimsus Apt6Dar'CT�mho II(,P.F.' I 1 Job Truss Truss Type Qty Ply 69744 B04 Half Hip 1 1 A0095382 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MTek Industries,Inc. Wed Sep 13 15:51:19 2017 Page 1 I D:2TQ330HejztpsTg isxG04jzbKBp-QdIEQh6QZm7D9JStWeOZdp88 dBCR5aFx8cl83Oye096 [ 9-7-14 [ 15-0-0 1 19-7-0 24-2-0 9-7-14 5-4-2 47-0 4-7-0 4x4= 3x4= 1:5x4 11 Dead Load Defl.=1/4 in 3 5 4.00 12 3x4 Z 2 4 -A �1 •' 0 9 8 7 6 3x6= 1.5x4 11 3x4= 3x8= 5x6= 4x10 11 1-0-0tz1 Q-0 9-7-14 15-0-0 24-2-0 1 040 7-9-14 54-2 9-2-0 Plate Offsets(X,Y)— (1:0-0-4,Edgel,(1:0-1-14,0-0-21,I6:0-3-0,0-3-01 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.19 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(fL) -0.49 6-7 >593 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.05 6 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.12 7-9 >999 240 Weight:123 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; WEDGE Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) Left: No.2 and C-C Exterior(2)zone;cantilever left and right BRACING- G-- TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 1 4-12 oc and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD RT except end verticals. 2)Provide adequate drainage to prevent water ponding. Rigid ceiling directly applied or 4-6-3 oc bracing. 3)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 4)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5)•This truss has been designed for a live load of 6 = 897/0-M (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 1 = 1025/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 1 = 311(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 506 lb uplift at 6 = -506(LC 8) joint 6 and 504 lb uplift at joint 1. 1 = -504(LC 8) Max Grav 6 = 897(LC 1) LOAD CASE(S) 1 = 1025(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1638/1452,2-3=-1099/987, 3-4=990/998 BOTCHORD 1-9=-1660/1478,8-9=-1660/1478, j 7-8=-1660/1478,6-7=-685/637 WEBS 2-7=588/768,4-7=-475/533, 4-6=-939/1033 I I 9nht Nm amr.Brrzierru 1110�T10SOj4 3�Zi3ll 1[W56 L+IiW"ICdi!CSTCYi'to['d�t[rEu'3irPG4',fi'bnic�6vp lx¢�+ar[dtedWf E+s rmsiLsiptreey��+mi�ldxT1TM<Hi,![Iluw�Shdkiven Irh c'e iutld WrrO Wj -. r6Tii�verl�[Arflkmfr,t5T10nNfdi�imcC b a{,ems &y avdwvptm�esmsm.vtsuet�ae,n+onyx:eq[ ris:t�+de�wrarnsslgmamroahffinmr iiet�pumr c rmexcw[s .Ai[ll n,,T Tomfi6'ItI;P.E. d}Rdh3Tnsrxa7MN.yi1M1e[y i7leldYC.er6i0rm[eAlrtlxNgeSnceWitmrOn�aS+ueeddhr�,WtErdM6x17.ekgidaelRitikeRmdd5ll�aieryfi;Nn[['I1 i s.ae�arar�mp,:hrd�d gsl�r eenyR,drtrd' - , ' Wra�Pvpe[ulGiaentrt ule[mh'w6m7a WjairvPui nl ed"utsddF, Sc'eId[a+aeafrtlill�k!IrPd�.ln deuultxryedry+e�TP4ulmslyn,nab:p!_.•dr�tasc iiniuN,aWap!e:!)rusm+h�n,xiis 80083�<.,.. ldass!([halli[TGN.eiIWteA ramr�&%HNp[NeshedMTleTronoaw[ga�nn�im�D„rpdxLcu4[Mtl[i1►wAyfr7t�;:1H¢pdnNMa.neNEdwlm7rF1..,.9 �. aa5i Sr wei261vg,. I � (epyiig�t'�.7016AIIaaitnsses;AaihneypTa5e70;P.FRepr�doUi�ac1>bisdorvmeet:igcughr®,:is,prpETi(eJ,rn600itbeiriinnpmm�tiaIrgm414•offnsii[.An?koarClcEllfp.� Fof'2[erce,hl.'�4446I i _ I III Job Truss Truss Type Qty Ply 69744 B05 Half Hip 1 1 A0095383 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:20 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-upJcel73K4F4nS144MXo90hPcbZhg6K4MG1 ibgye095 9-114 13-0-0 18-5-4 24-2-0 9-11-4 3-0-11 5.5-4 5-8-12 4x6= 1.5x4 11 3x4— bead Load DeB.=1/4 in 3 4 5 4.00 F12 1.5x4 II 2 3 )VI IV �1 o 9 8 7 6 3x6— 4x10 11 3x4= 3x4= 3x8= 3x6 I I 16-011Q-0 9-11-4 18-5-4 24-2-0 1 6-0 0 4 0 8-14 8-5-15 5 8 12 Plate Offsets(X,Y)— (1:0-1-14,0-0-2j,[1:0-0-4,Edge) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.13 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.37 7-9 >771 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.10 7-9 >999 240 Weight:120 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except- NOTES- T 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2xx 4 SP No.2 Vasd=132mph;TCDL=S.Opsf,BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.II;_Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left: No.2 exposed;end vertical left exposed;C-C for members BRACING- G-- TOP CHORD and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 5-2-5 oc 2)Provide adequate drainage to prevent water purlins, except end verticals. ponding. ROT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. 3)Plates checked for a plus or minus 0 degree rotation about its center. WEBS 4)This truss has been designed for a 10.0 psf bottom 1 Row at midpt 5-7 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 nuide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members. 6 = 897/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss 1 = 1025/0-8-0 (min.0-1-8) to bearing plate capable of withstanding 498 lb uplift at Max Horz joint 6 and 512 lb uplift at joint 1. 1 = 269(LC 8) Max Uplift 6 = -498(LC 8) LOAD CASE(S) 1 = -512(LC 8) Standard Max Grav 6 = 897(LC 1) 1 = 1025(LC 1) FORCES. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1637/1442,2-3=-1593/1649, 3-4=-929/895,4-5=929/895, 5-6=-856/877 BOT CHORD 1-9=-1 579/1472,8-9=-1 19911143, 7-8=-1199/1143 WEBS 2-9=-335/622,3-9=-662/601, 3-7=-283/390,4-7=-384/526, 5-7=-1116/1160 .lira' -Hav V rnuy be 1i10 ERc11$�A 9�e5i331 i't@51(�IDfitlS(CStCL ,... . ar- da,T -w+TjetriardsuTsren tiaal�,��a„,„�rW�nr.sn ms,2apon�nTrain„atyT r�TtaT lepi SMtd4 l415ua�aiat[6NaSe Rn,edi Yd:}Smarrkas SagknNMSelgnhiAik imiCsee(yxa(:S:Sryvlr hgea'6 ud aTTg'7q+,m+ Sm`.xrtW pAziifndiym Ar'U�d44tx Sahcpdhsoi4T slereCi�0eR6 nl(eun lfil istisgt¢ue�xn,l�sl eSLvis,Sa6+uldr W isedG in Aaiytg6SzS SCSS st.s7lCdYrCmr dF.en SeSR:.mei tjfLn4batlnlpnyW,'n$eudt lda M�W6(W1n Yxikblrajrdia/1FN.Tk rp!ndiihtl�'dojfi�ldni All irri cdlG3tmTwn y%itsh.ts.ol6nysk ktrrtipesidrryd E. Mthcny T Tomtio III,"P. .: ' OSSd6lPagain!CnhelirLpaRi SAWUOlOs WReM4usWlredmSelt4Tr7lhapitdSv4q ldt 4ern(ttllilii4:klITR W$.1 aS,11MenN,Wp�adpda IPFIldmi9l rtgnst3Mi nlCtiiidlkl s-CSs,na,TioSib.pbFaaWiai DEnhdxi edm 83 itNi isSd�3{rt encelgWNmnlGegNe7 rynuihh`N,71e Tni,gtra ryonr(i4]I9t1+10y Diiip xlns,s Sle r;i,arralHwti:.2g itrudeN+rz,oe_�sEdntlxRFt," - .. 1 800 5t i'j4 445, ud4 B .Fort.Pierce,R.;3¢QQFi (eppigfit;DY016A�1gsatTnsses-AcihpoyJ.7am5eIIGPk Repiednc'xclthisdommeel;in�nghim,ispio6idi(eJwugeon6errmenpemissiuehoeA-IAaatlmiut%llet600t'LT:xSotlf,P�' * Job Truss Truss Type Qty Ply 69744 B06 Half Hip 1 1 A0095384 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:20 2017 Page 1 ID:2TQ330He' sT isxG04'zbKB -u Jcel73K4F4nS144MXo90hlAbXVg4B4MG1ibgye095 1nP 9 J P P 7-10-12 11-0-0 17-7-0 24-2-0 7-10-12 3-1-3 6-7-0 6-7-0 5x6_ 1.5x4 11 3Mad:Load Defl.=1/8 in 3 4 5 4.00 12 1.5x4 2 I J ' 3 V2 IV. o � 9 8 7 6 3x6= 3x10 11 3x4= 3x4= 3x8= 3x6 11 1 6-01 i1 q-0 11-0-0 17-7-0 24-2-0 9-2-0 6-7-0 6-7-0 Plate Offsets(X Y)- [1:0-0-4 Edgel [1:0-1-14 0-0-2] [3:0-1-4 0-2-8] [5:0-1-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.12 9-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.32 9-14 >910 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.16 7-9 >999 240 Weight:118 Ib FT=0%u LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; WEDGE Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) Left:2x6 SP No.2 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;end vertical left exposed;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied, except end DOL=1.60 plate grip DOL=1.60 verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 4-4-12 oc bracing. 3)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 5-7 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation 'id, 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 897/0-8-0 (min.0-1-8) bottom chord and any other members. 1 = 1025/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 490 lb uplift at 1 = 228(LC 8) joint 6 and 520 lb uplift at joint 1. Max Uplift 6 = -490(LC 8) 1 = -520(LC 8) LOAD CASE(S) Max Grav Standard 6 = 897(LC 1) 1 = 1025(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2-1660/1554,2-3=1440/1343, 3-4=-1202/1156,4-5=-1202/1156, 5-6=-838/869 BOT CHORD 1-9=1642/1505,8-9=-1332/1360, 7-8=1332/1360 WEBS 2-9=222/398,3-9=139/339, 4-7=-449/612,5-7=-1306/1354 : :Ymh!Nme�myermu`tx 1110 r71E1c3(L15'r"[i3ll t3Y55t71C;IYdS[CSICJIf-rll'�:RG,'8'[tAlQll'ka-iuJt�'P W�Mtel rtdaW 9;tmi2e fp menyatv'.aoltltlseatl Trs4+4rt�fn Skeiidoe edn,�e:n.mN me,lm Wi � .. WTet�yehs uAleaeftxseilgnhd!u ins opcEym�C�.1l�r[Nen`se v.Nueq.ID^tgmfm..cr�;aee�k�n�atawiynslu�taq_vSlm�dmemNrm ih�ereirouli�tnmi?kmi�urs�m,Vasled�cams�ot Antfio`riyT Tomlib'iit;PE_: elried�imi4artep�ll M1e nu UtmidEng+xrtiC.ens Slniul geSeoeW7t®Oesip?h4eueetf6HCMR(dm6�l ha6gnl+MlFLt ite,grn d/MfiUNrolrrtN nifl fmi°dsE'l�1ter?M RrinM'2bedkrwi:Wldrny x13a1d. 160083,.:,. ' ik WufarO•ugumGdr'Wz tAaiesStq Nlg W1'�lrttininl ps�an�IfllultgtrcyoemSa411dr seMn(ftSUliliCklltl'I�RU eidnmstixjmud'iLce.litlt�"inslEiii_gnsd85��uiMrtriiMl n@�iin.e=,Pnwicss m�h�n.russ .ag5i 5F Lu�tg Blvd.., .� 111mNIGhalHitetiiilphdgxh�imgh�I rylln hnl N.ilsTrs't0exp43Clii iE rMSrJthrPit(}nt nuns 4fpsCrlMndor/3N11q,311 atAdhN'xi_m RW&Hxit41. .. Ort t� F'.,Poe ce;FL t3d44b (ippig6!>0,9014A�II oiTnsla AcihoayJT m5oli(,p,E Bearoioai�eifRildoru©eei;iv6ugform npiohZnelwahomt6e,mmenpemlvaatremAl ButlmssiK-AitEoeFLToeSegfp,E: � I i i Job Truss Truss Type Qty Ply r 69744 B07 Half Hip 1 1 FJob A0095385 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:20 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-upJcel73K4F4nS144MXo90hJcbYtg2A4MG1 ibgye095 9-0-0 16-7-0 24-2-0 9-M 7-7-0 7-7-0 4x8= 1.5x4 11 Dead LDS d-Defl.=114 in 4.00 12 2 3 4 1 1 3x6= 8 7 6 f 3x4= 5 ' 3x10 11 1.5x4 11 3x8= 3x6 11 1-6-0 1�1q-0 9-0-0 16-7-0 24-2-0 1�0-0-0 7-2-0 7-7-0 7-7-0 Plate Offsets(X,Y)— [1:0-0-4,Edge],[1:0-1-14,0-0-2],[2:0-5-0,0-2-0],[6:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.12 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.36 6-8 >804 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.18 6-8 >999 240 Weight:111 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vylt=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEDGE Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) Left: No.2 and C-C Exterior(2)zone;cantilever left and right BRACING- G-- TOP CHORD exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 2-2-0 oc DOL=1.60 plate grip DOL=1.60 pT except end verticals. BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 4-9-5 oc bracing. ponding.3)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 4-6 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation nuide. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5 = 897/0-8-0 (min.0-1-8) bottom chord and any other members. 1 = 1025/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 484 lb uplift at 1 = 187(LC 8) joint 5 and 526 lb uplift at joint 1. Max Uplift 5 = -484(LC 8) 1 = -526(LC 8) LOAD CASE(S) Max Grav Standard 5 = 897(LC 1) 1 = 1025(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1662/1478,2-3=-1617/1511, 3-4=-1617/1511,4-5=829/855 BOT CHORD 1-8=-1491/1502,7-8=-1487/1506, 6-7=-1487/1506 WEBS 2-8=0/251,3-6=-517/694,4-6=-1582/1692 lhdy-NsvMneyl¢rrie 14146-rR gift,.9nneii slaiaihc rsiiaifslurzi3utwssiaa�escone��ser3ieuaed;[ sT+.r.'snarn�mro m,iin,igy,en+�;i�;'d�ss6,rTir�ine !r.,s>ni.sTdl4.nn!P_ed.nP�a 1,Rradne�iwse�j at w`udm msaw ep ,n via d►c a e.'.�ranm i ❑e o me,64.nd dd6 uEarrtidlxm�k t ne wmt r din toe !; r do do Tm Anthony T Tombo III,P.E.: c a wFu. a . vrdl n.y ywm.aask 1 e n eid At, ue}r3hlauaxce lirteax 11(ethss�p16 m1U niffi I�9rezrd rfedaHdiriMklGsp�nl Sa411dx¢dpn6t5g1i1fi:1i11TI'n!$.In)ilnn.elkti.s{@iyce.lPFl tdarrMriijnstrri/2�rSdMlas Ors MSOCI nn{iff2SYfPh�9N,nin180083cer murmowltan nd sue. 1 a- shu6>J;alfinsSDrre+ '"`?.. ram.. 4451er(e hT'D1016A�IR�iLlues-dat4'aa IrmIIfPE:Riodd�aBhdol:ia f io6i6n/ohtthim iriadwsmlrtl FgitPre¢e,FL j9496 nF7ttlir li Peif M1ntS51em6' do ti711 tll�Odufdks� � � �� ®AISaafTmsuY+.Aithoo�T:�etlf;.P.6'�i9 �f" x Job Truss Truss Type Qty Ply 69744 B08G Half Hip Girder 1 1 A0095386 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:21 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-NOt?rN8h5ONxPccGd321 iEEVY?tTZVJEbvnF7Gye094 1-10-0 7-M 12-9-4 18-4-12 24-2-0 1-10-0 5-2-0 5-9-4 5-7-8 5-94 Dead Load Defl.=3/8 in 4.00 12 4 1.5x II 3x4= 3x4= 3x6= 3 q 5 6 w �1 r 11 24 10 9 25 26 8 27 28 29 7 3x8— 5x8 II 1.5x4 II 44— 3x8= 4x6_ 3x6 11 1 6 0 1i1q-0 7-M 12-94 18-0-12 24-2-0 1-8�-0 0-4-0 5-2-0 5 9 4 5-7-8 5-9 4 Plate Offsets(X Y)— [1:0-0-12 1-6-41 [1:0-0-6 Edge] [2:0-1-4 0-1-121 [6:0-2-8 0-1-8] [8:0-3-0 0-2-41 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.37 9-11 >781 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.57 9-11 >502 240 BCLL 0.0 ' Rep Stress Iner NO WB 0.65 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:114 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 8)In the LOAD CASE(S)section,loads applied to the T3:2x4 SP No.2 BOT CHORD face of the truss are noted as front(F)or back(B). BOT CHORD 2x4 SP M 31'Except' 1-11=-1 614/2504,11-24=-1602/2504, 132:2x4 SP No.2 10-24=-1602/2504,9-10=-1602/2504, WEBS 2x4 SP No.3*Except* 9-25=1662/2741,25-26=1662/2741, LOAD CASE(S) W2:2x4 SP No.2 8-26=1662/2741 Standard WEDGE WEBS Left:2x6 SP No.2 2-9=-733/1236,3-9=-601/582, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Plate Increase=1.25 BRACING- 5-9=-641/983,5-8=-933f795, Uniform Loads(plf) TOP CHORD 6-8=1752/2888 Structural wood sheathing directly applied or 2-4-6 oc Vert:Concentrated Loads(l 7-12=20 puriins, except end verticals. NOTES- Concentrated Loads(lb) BOT CHORD 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert: (B)17 -7 (B)18=-7 (B)19(B)3=72(B) Rigid ceiling directly applied or 4-6-4 oc bracing. Vasd=132mph;TCDL=S.Opsf,BCDL=5.Opsf;h=25ft; 9=-31(B)17=-72(B))23=-8(B))24=-3 B)20=-72(B) WEBS Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); 25=-72(B)26`31(B)27=31(B)24=-31(B), 1 Row at midpt 6-8 cantilever left and right exposed;end vertical left 29=31(B)26=31(B)27=31(B)28=-31(B)' MiTek recommends that Stabilizers and required exposed;Lumber DOL=1.60 plate grip DOL=1.60 29-34(B) - cross bracing be installed during truss erection,in 2)Provide adequate drainage to prevent water accordance with Stabilizer Installation guide ponding. 3)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 7 = 1488/0-8-0 (min.0-1-12) 4)This truss has been designed for a 10.0 psf bottom 1 = 1459/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live Max Harz loads. 1 = 145(LC 4) 5) This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 7 = -898(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = -869(LC 4) bottom chord and any other members. Max Grav 6)Provide mechanical connection(by others)of truss 7 = 1488(LC 1) to bearing plate capable of withstanding 898 lb uplift at 1 = 1459(LC 1) joint 7 and 869 lb uplift at joint 1. 7)Hanger(s)or other connection device(s)shall be FORCES. (lb) provided sufficient to support concentrated load(s)176 Max.Comp./Max.Ten.-All forces 250(lb)or less except lb down and 328 lb up at 7-0-0,83 lb down and 146 lb when shown. up at 9-0-12,83 lb down and 146 lb up at 11-0-12,83 TOP CHORD lb down and 146 lb up at 13-0-12,83 lb down and 146 1-2=2722/1677,2-17=-3647/2252, lb up at 15-0-12,83 lb down and 146 lb up at 17-0-12 17-18=-3647/2252,3-18=3647/2252, ,83 lb down and 146 lb up at 19-0-12,and 83 lb down 3-4=-3647/2252,4-19=-3647/2252, and 146 lb up at 21-2-0,and 81 lb down and 145 lb 19-20=-3647/2252,5-20=-3647/2252, up at 23-3-4 on top chord,and 110 lb down at 7-0-0, 5-21=-2741/1662,21-22=-2741/1662, 49 lb down at 9-0-12,49 lb down at 11-0-12,49 lb 22-23=-2741/1662,6-23=-2741/1662, down at 13-0-12,49 lb down at 15-0-12,49 lb down 6-7=-1383/931 at 17-0-12,49 lb down at 19-0-12,and 49 lb down at BOT CHORD 21-2-0,and 55 lb down at 23-34 on bottom chord. 1-11=-1614/2504,11-24=-1602/2504, The design/selection of such connection device(s)is 10-24=-1602/2504,9-10=-1602/2504, the responsibility of others. 9�iy Flsunmr.Ylrtnerbe llt�L nRS3,1'13"t'Ei3r1 r:1M56L�1CIIGti(ESinl{'tlr3jtfI6CF,fBeY,91'bnS�G,prvvartolYnl Meffifnx141p6nq�fC'aAW lmsil Tndak! 4ew SMtL� i.@kuran.ne sad C�16A Wj i4T,iamn+dem ie0kedkr7xrriln!�dt6 Jmsoz sGPnatiti ry.�scr'�'sslgagmlgmen®fop ntm{, n;xis�n5rzspc,:r�m3�truy+d Ce mp,rn3s tam+ looertr�nml ne nsia es n.t r�seswit :Anthon ! 76r6i I%P_E. �i�d�r m�i,uu.smnK�cnarc+.rte�p�rdMCelq�npe6d[urDwiped.wtlededdSQ;;Gt6(dfxfsb'rafydaliFni,grindrdn,lCOn/s�feN ders�6yk.�4q�fisnr�.dannr�rhe•mamnaMd - 80063I,.... . ' u:iwro-syrme[i'wn�nmsr �wroad5ar!awsrp•dasdwurcr as€eai motttfnlasaeiirrwsun,�anu.erexe de iin�dmera:,eys �me:msa�ipu„ t?!se��,ty,ut i�wrmafn:w/u 44515tluef281A. i8enisrWallraaclWgdeN�ynEy lidryArtlnlls♦;•lkinnor,pG�tin67l&rJlu,6itlyxr nL ss9gsripundgtz9lir}20iltldu�7ka,maddbtleRkl: 'FOit.P�22e,FL.�494fi' Gpyiryht'�'3016 A�1 B:olTnue;leiSoayrTmatl(;P.P;RepoiuUi�9tth�s doomeetin oriyfnim rspohlttr{wahnWt6e inmin pnmissiad,emAlFaaftmiszY-AmAoepCi?abll(P.E i I ' Job Truss Truss Type Qty Ply r 69744 C01 Half Hip 1 1 A0095387 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MTek Industries,Inc. Wed Sep 13 15:51:21 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-NOt?rN8h5ONxPccGd321 iEEZd?wKZanEbvnF7Gye094 7-10-14 10-0-0 17-0-0 20-10-0 7-10-14 z-1-2 7-" 310-0 4.00 12 5x6 G 1.5x4 11 Dead Load DeFl.=11/16 in 5 6Tq 1.5x4 II 1 3x4 1 X\4 2 �1 i 6 4x4= 9 16 8IL 7 3x8 11 7x10 MT20HS= 3x6 11 6x6= 1-6-01�19-0 10-0-0 17-0-0 20-1" 1-—0 0-0-0 8-2-0 7-M 3-10-0 Plate Offsets(X,Y)— [1:0-1-12,1-9-41,[1:0-5-14,Edge),[7:0-3-0,0-4-41,[8:0-3-12,0-1-81,[9:0-5-0,0-5-01 LOADING(psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.35 9-13 >707 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -1.01 9-13 >245 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.72 9-13 >347 240 Weight:1161b FT=O% LUMBER- TOP CHORD 2x4 SP No.2`Except' NOTES- T2:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP 2400E 2.0E Vasd=132mph;TCDL=S.Opsf,BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left:2x4 No.3 exposed;end vertical left exposed;C-C for members BRACING-- TOP CHORD and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 5-3-9 or 2)100.01b AC unit load placed on the top chord, pT except end verticals. BOT CHORD 12-8-0 from left end,supported at two points,3-0-0 apart. Rigid ceiling directly applied or 7-9-4 or bracing. 3)Provide adequate drainage to prevent water WEBS ponding. 1 Row at midpt 5-7 4)All plates are MT20 plates unless otherwise MiTek recommends that Stabilizers and required indicated. cross bracing be installed during truss erection,in 5)Plates checked for a plus or minus 0 degree accordance with Stabilizer Installation uide. 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 ` 7 = 804/0-8-0 (min.0-1-8) loads. 1 = 951/0-8-0 (min.0-1-8) 7)'This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 1 = 352(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members,with BCDL= 7 = -388(LC 8) 10.Opsf. 1 = -382(LC 8) 8)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 388 lb uplift at 7 = 811(LC 2) joint 7 and 382lb uplift at joint 1. 1 = 951(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 1-2=1074/693,2-3=-837/469, 3-4=-805/475,4-14=-827/534, 14-15=-781/556,5-15=-740/585 BOT CHORD 1-9=-1051/974,9-16=-665f740, 8-16=-665f740,7-8=-649/717 WEBS 5-8=-618/915,5-7=1320/1194, 2-9=-400/591 ne<�n' 'i7tt4MeT¢:tirirva,indearW�'4P�rigp9enkaeuirr7Eies,zfaVeiinxi ctehqwi uitlAg.irEri xiuxiYtlMS1eeEei1 hldWs0rs�?2:,uw+y1ril6�,'tIdSj�3lnalim1rybiE�cikI TiNlm rsMOyf�eMCi3srll'reaS1 g3icMe14Ext41uoEnS le0it,g'fdG2fitrS/n(itCNesaSeit C&'x4}af6'eElyrA iiCa'�utnadg 1w358ew 5Emtir.9EIl;dMtF`uPiaGMddW seYruo7din'{n6l S ml}Wl�el 1MeEN!!Mi(hu1Nv apPafwrNa�bia^.rsS.zti puhxl�d iu+fN.duiind iK,de,l�.mneHe�1faFmatFjrh m tastrw7rie,e>ppnsa4irrt2iae d•ircpd�lt6iHa e9ii�deffO7droN+.IafrC cR;wa�WgtitlgJren�Nls,i3 mddrgi&rnm l ido imnrtk�a:.i0eisicdrlo�lmksurml��s�.O,Jisa1+�i�irrr:din6ima,,emr vnE ac spssrN;jke:,ino�eg.n.�mluxfrtrsrssa.dEiN�axw.readae,pdecn iwruoN�dh�n�rii Hid s- Mtto.- ,., y a.To ntio tlt,P-E. 80083a 4451 St LudE Blvd,W hbid rlk IM Fort P�er_e,FL 946 -� (epyrigtn'L 1016AJ Naas irasses-.AEiSayi Tm�a IICP.F,`Rapidotiiaschfits damm6al;in oripfmm,ispid63gd xo6oan5e rrinenpn®dsiaahooA lNwifmti7zC-Aot600yf.T��6tll;P,F--- i Job Truss Truss Type Qty Ply 69744 CO2 Half Hip 1 1 A6095388 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MTek Industries,Inc. Wed Sep 13 15:51:22 2017 Page 1 I D:2TQ330 H ejztpsTg isxG04jzbKBp-rCRN2j9JshVoOm BS BnZGERmfCPJ 111 zNgZWogjye093 ,- 10-M 15-0-0 20-10-0 10-0-0 5-0-0 5-10-0 4x8= 2x4 11 Dead Load Deff.=7/16 in 1 3 4 4.00 F12 1.5x4 11 1 2 W w 3x6= LH 7 14 6 5 5x8 I I 7x6= 2x4 11 6x6= 16-01�1q-0 10-0-0 15-M 20-10-0 1-6-0 0 00 B-2-0 5-M 5-10-0 Plate Offsets(X Y)- [1:0-1-8 1-8-41 [1:0-7-10 0-2-5] [3:0-5-0 0-2-0] [5:0-3-0 0-4-4] [7:0-3-0 0-5-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.25 7-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.68 7-11 >367 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.52 7-11 >481 240 Weight:111 Ib FT=O% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x6 SP 2400F 2.0E 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft; WEDGE Left 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever-left-and right exposed;end vertical left exposed;C-C for members TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc and forces$MWFRS for reactions shown;Lumber , except end verticals. DOL=1.60 plate grip DOL=1.60 2)100.01b AC unit load placed on the top chord, BOT CHORD Rigid ceiling directly applied or 9-1-1 oc bracing. a2-8-0 from left end,supported at two points,3-0-0 WEBS apart. 1 Raw at midpt 3-5 3)Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation quide. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (Ib/size) loads. 5 = 804/0-8-0 (min.0-1-8) 6)'This truss has been designed for a live load of 1 = 951/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a Max Harz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = 311(LC 8) bottom chord and any other members,with BCDL= Max Uplift 10.0psf. 5 = -377(LC 8) 7)Provide mechanical connection(by others)of truss 1 = -394(LC 8) to bearing plate capable of withstanding 377 lb uplift at Max Grav joint 5 and 394 lb uplift at joint 1. 5 = 804(LC 1) 1 = 951(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1012/566,2-12=985/743, 12-13=-929/770,3-13=8671789 BOT CHORD 1-7=-807/881,7-14=-807/881, 6-14=807/881,5-6=-823/900 WEBS 3-5=-1187/1081,2-7=-382/552, 3-0=-527/690 ?�Fln M1ert{Ur em6t Li rOTr 11RC3{Y 3^ [r311 iRxtsr�n�,ra�mcarleraj�aie_eu[�Y[sr6.iadrkugra�misfw, ms urn&sp o-nati�'m;+W 4e�iTula�:i r.�na5trnedn etr,si�ls<red aerw dj i4Tira�l�i,idlkne/hSeilUaN,it l,OmsC�o{ywetrr,s�tePx-r ms� uiio-�rgaumetegt.,mrg�m.�e5a,mrmrm:�tte 4sgadmsu�!r�es ir��enpenuwr>3cam�.,tier�q,aa.�a,ur�rlrnc wrswr -An[ha"riyT Tomtiti tII;P.E.: a,aacxl ,4cjEitky,W,urn>�InitiwGnr6pC:¢n�me,iesuo,rar�o,,frxi��n¢e,raecwt„�x�u,inrrwint r y�adrxmn t:irruaufl imsta�kava,mei.usnres.oltr�v,akam/m�anid _ 'SOG83�;,:. ' . ui¢r7firas�ge+aa(Khia,r lat,rtss i�n�o-,io'w>r,raca,drm�•es+iseui�bcp�S[iruuenmouunr•iFkd trw�ri��na,irxr�r��inleaw,�gqn,�nme�ssd�pnsn�aimssoeah�cei�s,mm�n�n 4433 Sh Lueta�lvd,. .: :. tl21rvN1itBs11r1 gorq.N�rq�s5n,fmjNdrytlesYn(Ar,�lltnitMtnrr�Citfn4]iMrrutyapiut nlrvusetlaeFirHgaf m9n�fnr,2d"a1�Nxa.usaa�elmJlFl,. Fglt:.Pterre,�l.'.494Ci � -(R' ht,'D'�016A1 icolTnsse;AnAue ri�'11iP,F ie rolouas�n6u lo,vaeet;iv ou la,m,iioilitt{rahoarrtie rfito nauiiasfidAliu}Irosses;,.11it6oe T .cif tU,P,E = Job Truss Truss Type Qty Ply + 69744 CO3 Half Hip 1 1 LbA0095389 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:22 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-rCRN2j9JshVoOmBSBnZGERmeaPlcl l CNgZWogjye093 9-11-5 13-0-0 20-10-0 9-11-5 3-0-11 7-10-0 4x6= 3x4= Dead Load Deff.=3/16 in 3 4 4.00 F12 1.5x4 II 2 W a 3x6= m 1 3x4= 6 r 5 5x8 I I 6x6= 6x6= 1-6-0 1,1q-0 9-11-5 20-10-0 1-6-0 0-4-0 8-1-5 10-10-11 Plate Offsets(X,Y)— [1.0-0-0 0-0-4] [1.0-1-8 1-8-4) [1:0-8-2 0-2-5) [4:Edge 0-1-8) [5.0-3-0 0-4-01 [6.0-3-0 0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.13 5-0 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.34 5-6 >737 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.06 6 >999 240 Weight:112 Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2WEBS 1)Wind:ASCE 7-10;Vult=170m h(3-second gust) WEDGE 2x4 SP No.3 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h25ft; Left:2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied, except end and forces&MWFRS for reactions shown;Lumber verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-7-11 oc bracing. ponding. WEBS 3)Plates checked for a plus or minus 0 degree 1 Row at midpt 3-5 rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5 = 747/0-8-0 (min.0-1-8) bottom chord and any other members. 1 = 90810-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 424 lb uplift at 1 = 269(LC 8) joint 5 and 446 Ito uplift at joint 1. Max Uplift 5 = -424(LC 8) 1 = -446(LC 8) LOAD CASE(S) Max Grav Standard 5 = 747(LC 1) 1 = 908(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1270/1054,2-3=1212/1230, 4-5=230/311 BOT CHORD 1-6=-1209/1125,5-6=-884/791 WEBS 2-6=307/557,3-6=-548/603, 3-5=-847/958 tu!tta.xrrGo!irss'3;va-n3uliutcvunasiusrursa7soinai�tur:eaua !¢¢at,wtu.u:nd,iatett M. 5.aut rit.atm;ezr�,s'�„e�at :t ;<�Nt,ctisn.�i Bii�ztrr dnrs strtl it is thrttiCE¢htdd,is TmsEs� �' "'n "°°'Eyhts{sSitaS!hC std WPmCrq tum tetr5+etdMlratn:aiq¢Yr,grtra<iStW!Mlts�td®ts¢ihTm igxlulYelfAali� IRI lleeay ¢15ees,k�tuNus,wMWr ai2dee ns4rWtiitdrr Mmr s-�eidbC' bC 4zfiahetgrSnEtW1[m3Ees�uMuhddh rt'pe¢fdffs6�b'1 �a.�tirt r& arMrm� rna rdn t ,;gym r Anthony?Tbmboftt;PE:. �i vr., rar�T¢i a¢tp is il e¢dht oS d i 4 d, :': n f.s!C•srftrmfidi3r rl([th idtd"e Ik7D'ul b!notestilrr[dwd4t 6^+um5dt'!!fii¢trBapfSfjpii l%(i S+' 15&1¢tlehnel6spY��du:s irri tYntsM,.sjn dttginikeisiiwi usO�pa TcisOepiyxoMlussYm6Cn uk�si —80083 .. tMrhifdadkslpamiyudruUntiyl!p7 rtrtush,IN,ikInnl4sm[q�gii6�iMr 11¢patlpm xLru SMluE piNdmNlliry.ill nirdiNwas tnKlefiNmltF1' ' - 4451r5t Lucl@.Blvd,. Forl:pilirt6"R.;34446 (hp""pighf L 7016A,1 IoiimsSet hlhoayi.i aSe III,P.F Re.toiE tion alt4ii doromre jn euy to n rs ptoh Dge{¢ahom the a nmpermnsiao fieo Ad ra¢ti¢3ies=k hotpF T:cha III.P.B \ Job Truss Truss Type Qty Ply 69744 C04 Half Hip 1 1 A0095390 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:23 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-JO?IG3Axd?dfewlflU4VnfJtRpcJ1 Nzx3DGMC9ye092 7-10-13 1 VT 15-11-0 20-10-0 7-10-13 3-1-3 4-11-0 4-11-0 4x4= 3x4= DBad Ooad Defl.=1/4 in 2 3 4 4.00 F12 bi r�NJ'y'{1 3x8= 7 6 i 5 6x8 11 6x6= 2x4 11 6x6= 1 6 0 1 1 11-" 15-11-0 20-10-0 1-6-0 -4-0 9-2-0 4-11-0 4-11-0 Plate Offsets(X Y)— r1:0-3-14 0-1-21 [2:0-2-4,0-2-81,[5:0-3-0,0-4-41,p:0-3-0,0-4-81 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) -0.12 7-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.36 7-11 >698 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.27 7-11 >928 240 Weight:105 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x6 SP No.2 Vasd=132mph;TCDL=S.Opsf,,BCDL=S.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left:2x4 SP No.3 exposed;end vertical left exposed;C-C for members BRACING- and forces&MWFRS for reactions shown;Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 5-5-15 oc 2)provide adequate drainage to prevent water purlins, except end verticals. ponding. BOT CHORD 3)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 6-6-5 oc bracing. rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom • cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)•This truss has been designed for a live load of REACTIONS. (lb/size) 20.0psf on the bottom chord in all areas where a 5 = 747/0-M (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = 908/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Provide mechanical connection(by others)of truss 1 = 228(LC 8) to bearing plate capable of withstanding 415 lb uplift at Max Uplift joint 5 and 455 lb uplift at joint 1. 5 = -415(LC 8) 1 = -455(LC 8) Max Grav LOAD CASE(S) 5 = 747(LC 1) Standard 1 = 908(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1074/885,2-3=-926/942 BOT CHORD 1-7=-953/927,6-7=-942/926, 5-6=-942/926 WEBS 3-6=-243/387,3-5=-1160/1183 v��n�a�urr�r.rukkiodbesa-v 3`1�r3ii5tYsacn¢Tcescencuk'rar�wui�,rttiusii•6a'Irar�wd+H�wi�ms >ycrns,t�nptrny�re•;im�lti��m,r r�srrtdo mk �.�,emdenetro.�i� -.. f§Trig+easl�sciAksselfaaeiBUakesdils�imc0 [q�efic.5ieasl'FiA�-�'0 udaurN"sgesutiesv sdmra:nmtleq qnq >�tr t�*deesupsr -tyemflaernmrm tnl�ram§+QusFm. ru c ?ar Mthony7 Tomba'111,,,V.E. Maed6nL rskt o7teiMgnaengmuiajdta C.nr hC:enruAn¢eigsFdoeE 7ty8 gef aeudeddMlM,t4Ridae balb.7lirp�nlTrl,t.grnddarfODn/ei�deudflrl sNs6gMmTa7.sh p;kfil'e§ndhnaiz_�6je jm slnrd 800831.<.,.. ID;976kP}ignaar r6n edede+sd rne�TO M,h mS¢snlp Wanettktid£�4rpxm iteh14nm1eAittS111r1fi:11rI"MS&.IeVde lerxp.,yd. �.uti efiasrtrnsla+rs,wmssa�i ssa-„a)Rnarst±r;:oe�irs r maod;wen 445i St Luaej6lvd, unnkuna�kprae« aanum: 7apm,G ;Sktnc,osp[aaeauEnarsilwaipxlvsrgeurnadujy�k�:2ui�rrcduxmxpLaednifum):. Fortpkerce,fL;34446 - ._ - (ipj�'ryB,D;�p14&IAafTitcsat;Aciti?ayrT®SoOf�P,F;Repidotliwlthisdocrmeel inauytosm,iCpioE3ite1xd4noti5egrinenperwtuoo fiaaA liaolTmsszL+Actdoaj;f.iec:at(fP,E -' , Job Truss Truss Type Qty Ply 69744 C05 Roof Special 1 1 A0095391 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:23 2017 Page 1 I D:2TQ330 HejztpsTgisxGO4jzbKB p-JO?IG3Axd?dfewlflU4VnfJstpYwl TKX3DGMC9yeO92 9-0-1 11-2-0 13-4-0 20-10-0 9-0-1 2-1-15 2-2-0 7-0-0 44= Dead Load Defl.=5/16 in 4.00 12 3x4 3 4x6= 3x4= 2 4 5 mi 84 RP R 44= ; 7 6 3x10 11 5x8 5x6= 1-6-0 1�10-0 11-2-0 20-10-0 1-6-0 0-4-0 9-4-0 9-8-0 Plate Offsets(X,Y)— [1:0-0-4,Edgej,[1:0-2-14,Edge),[5:Edge,0-1-8),[6:0-3-0,0-3-0),[7:04-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.21 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.54 6-7 >456 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.09 7 >999 240 Weight:97 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left: No.2 exposed;end vertical left exposed;C-C for members BRACING- G-- TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 4-5-9 oc DOL=1.60 plate grip DOL=1.60 puriins, except end verticals. 3)Provide adequate drainage to prevent water ROT CHORD ponding.4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 5-1 4 oc bracing. rotation about its center. WEBS 5)This truss has been designed for a 10.0 psf bottom 1 Row at midpt 4 6 chard live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 6)•This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members. 6 = 763/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss 1 = 89210-8-0 (min.0-1-8) to bearing plate capable of withstanding 373 lb uplift at Max Horz joint 6 and 405 lb uplift at joint 1. 1 = 203(LC 12) Max Uplift 6 = -373(LC 9) LOAD CASE(S) 1 = 405(LC 8) Standard Max Grav 6 = 763(LC 1) 1 = 892(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1318/1237,2-3=-1098/1075, 34=-1099/1065,5-6=-221/297 BOT CHORD 1-7=1270/1181,6-7=-1194/1169 WEBS 3-7=-688/664,4-6=-1186/1231, 4-7=-302/432,2-7=330/553 NOTES- 1)Unbalanced roof live loads have been considered for this design. pe,vr Fln tivaEtlirzurhz i110if?rCSS3,'3.'i3'y eli3Ai11Y16Uf0;RAi(CS?Gn{t4941 jiCC[Ci"dlKYtfrtrn lndik4g pmaer,o/leil.Kanti,?nttkup7ra.uj9h"',adOe LLCryr:Tak u'.,r IennaSMtdxen_&hneSw lQ�e/n6e11➢,edt /aTii rEh,kku(LxSeW4lttilk�T„o E.ru�;�sr rT ns� c�,gnm r�ye:,aa ana„y,poua� �zav,d¢�m�T rpmE onmEmnrnl..perpemspn roc ansFm ..pnthanyT7omtiolII,.P.E. m'drdr T sr,rr,uaRr a„inure;dwc..�e;c�,,,rtEeay�salu,lr�c�az.,nnatrem,d,rscwn,b��rurd mini,n�n�.ddwrmnr�ud�dMiv�syb�d�N;�nrs..�e�,y�lc: maid ma�r�o-,Faattua',mc.aucnh,�,ae,eT�m� au, 1pedmsd�w�rhapudsacila�am,atrugra�lum �sue�;na xttxjssadpiime,l&IMinidrtyn,2etIIa,mG§isdlkluss0es�a,iinsCv,.ptyaar/i3irts:t��ax:Weri 80083 . iMrirs 4kwlk,cwurtiyeei r��nq�yya rro„a d,:N_Tlefrrs 0e,.n[rygin KE9lrtrTrlihr Peilyat xLiss SErte E,jtNddoEfi ll�..lil ayCduM xi;o�rtddnia11F1, 4451 LuceOy, � - _fort;Plerce,fl..3444b (ippighl,�D1(16 RI i.olTncses;Aoi6uayT LmSoil[,'P.fReplfiJoni�tiths documetl;in aey h?©,itplohZi(xd roEtutlAejgmep ptieissiaehogA lF olTnsszs;,Iictdoeyfiecho;If,P,E; I Job Truss Truss Type Qty Ply 69744 C06 Roof Special 1 1 Ab095392 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:23 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-JO?IG3Axd?dfewlflU4VnfJrYpY31 MdX3DGMC9ye092 N�0 7-0-0 11-0-0 LN L4 20.10-0 , 7-0_0 4-0-0 40-0 5{-0 _ - 0-2-0 4x4= Dead Load Defl.=5/16 in 4.00 12 3 3x4 6= 3x3 I I 5 4x ' 2 4 5 r' 132 N N1 4x4= 7 6 3x10 11 5x8= 5x6= I 1-0-0 1 1 11-0-0 11 20-10-0 1-6-0 9-2-0 OY2LO 9-6-0 . 0-2-0 Plate Offsets(X Y)— [1:0-0-4 Edge] [1:0-2-14 Edge] 16:0-3-0 0-2-12] [7:0-4-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.20 6-7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.55 6-7 >452 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.13 6-7 >999 240 Weight:97 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2).Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;cantilever left and right Left:2x6 SP No.2 exposed;end vertical left exposed;C-C for members BRACING- and forces&MWFRS for reactions shown;Lumber 1.60 Strut urall wood sheathing directly applied or 4-2-9 oc CHORD DOL=L60 plate grip D drainage t purlins, except end verticals. 3)Provide adequate drainage to prevent water ponding. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 4-10-9 oc bracing. rotation about its center. [MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom sbracing be installed during truss erection,in chord live load nonconcurrent with any other live rdance with Stabilizer Installation quide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 6 = 76310-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = 892/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Provide mechanical connection(by others)of truss ' 1 = 176(LC 12) to bearing plate capable of withstanding 367 lb uplift at Max Uplift joint 6 and 414 lb uplift at joint 1. 6 = -367(LC 9) 1 = -414(LC 8) Max Grav LOAD CASE(S) 6 = 763(LC 1) Standard 1 = 892(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1368/1364,2-3=1108/1068, 3-4=-1119/1072 BOTCHORD 1-7=-1345/1236,6-7=1273/1218 WEBS 2-7=284/457,4-7=259/376, 4-6=-1257/1354,3-7=-282/446 I NOTES- 1)Unbalanced roof live loads have been considered for this design. i 9�hlesneu;,�se�.ncruou�ies<3�xt��ru3cinins:�sn;l�:aii6srew^re+alereac�ic�uKr�i�a�p�,.m,s.a�ar� min:sd�+mp.�(r��;eeesse�ltm�;e s:lx,3tres�l�e.ss_�Lssm:�mlmesteuwj pHs'tcuxmrdeus LSd4kEsaq 3e'44a1i�dl AS�inssomefilmae{r.,liead7fip MszJaq'T691grzsalse�os4andm;rdFssmge +���s ltd{ to ae;sdmesuj!irmsigcta ralCuedfeanmlp ikavguu r+�,l s=anusmr3�er _Mth YT26.1.66II1':P_E_ olneeiCc siTsery6d0a116nreuk"1rdhC.x%6eCnnsedlamiMalfs&diarC .4uReushidEeH4Gt&dn6�IS16xafTFLi fce_RM^diWl�ala7fdNdd Imsuc4li9 &?sN.6zhi',dxaikwgs5dkttrminmtlitjd 80083:.,, uilr]fa1D•ugiamra6idrt.7,M1erfn3e'w1y41C^o-sapc'u¢hl p:eCwsn4wtGgerms2cia{srcs�nnugrdntt«clShA mideenubsr✓+dpi tht esfiusM1sie_q ssmaaidminsswsras rMsoeviyme".exrtssrisminu.Nkss 44515t Lueie8lv .. rIInymtthta{rWpDpuro.%rgKkv rrtxsl phN.lk4r+n,,Osrprpfeanc71m6zuwmi:pf xbns5lnu Fp!sa.E71s11 ej:`turtllMtraka;ee�ilchnlm7F41_ •. F.oft:PiHCP,Fl!;74�...ii :f. �GppigN�tPl4A-[A aifncsx(AeihooyTlan;nilt,P.E Rsamiumoablf6tsdocumeet;iaanyktm;spiohi5iixlwnhhoithemitieeiiiial iosGe 419iifIrksos::.AGthoaffj4i 4fA F.E f r69744 Truss Truss Type city Ply AO095393 C07 __]Roof Special 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:24 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-nbZ7TPAZOJI W G4KrJBclKss04CyXmu?gHYlvkbye091 1-10-0 9-0-0 13-3-0 17-4-0 20-10-0 1-10-0 7-2-0 4-4-0 4-0-0 3 6 0 4x4— Dead Load Defl.=1/4 in 4x6= 2 4.OD 12 3 44= 3x4- 4 5 2 ri 5 �1 H * t o 4x4= * ; 9 8 7 * 6 3x4= 3x4= 3x8= 3x10 II 3x6 II 1-6-0 11 0 9-0-0 13-4-0 17-4-0 20-10-0 1-6-0 4-0 7-2-0 4-4-0 4-0-0 3 8-0 Plate Offsets(X Y)— [1:0-0-4 Edge] [1:0-2-10 Edge] [2:0-24 0-2-41 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 7-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.37 7-9 >663 240 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.09 7-9 >999 240 Weight:94 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Dpsf;BCDL=5.Opsf;h=25ft; WEBS 2x4 SP No.3 Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) WEDGE and C-C Exterior(2)zone;-cantilever left and right Left:2x6 SP No.2 exposed;end vertical left exposed;C-C for members BRACING- and forces&MWFRS for reactions shown;Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Structural woad sheathing directly applied or 4-24 oc 3)Provide adequate drainage to prevent water purlins, except end verticals. ponding. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 5-5-15 oc bracing. rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 6)*This truss has been designed for a live load of REACTIONS. (Ib/size) 20.Opsf on the bottom chord in all areas where a 6 = 763/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = 892/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Provide mechanical connection(by others)of truss 1 = 134(LC 12) to bearing plate capable of withstanding 380 lb uplift at Max Uplift joint 6 and 437 lb uplift at joint 1. 6 - -380(LC 9) 1 = 437(LC 8) Max Grav LOAD CASE(S) 6 = 763(LC 1) Standard 1 = 892(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1327/1215,2-3=1189/1239, 3-4=-1410/1315,4-5=1249/1115, 5-6=76W704 BOT CHORD 1-9=-1111/1185,8-9=1 09111 1 23, 7-8=-1091/1123 WEBS 4-7=647/730,3-7=-107/283, 5-7=-1220/1385 NOTES- 1)Unbalanced roof live loads have been considered for this design. a�*g r�R,«cur r�ii a',tnesfs' t6.ni Wiawimwtvz d air.riirermr r G,smea c�F�: nam�asu pticr�r�er+.sssd�knee�r��pte,dx ustn;:oeHeE.g�w{a;5�rryay�mi•rraa�rmtqeue® amen;naw�n�xngrbo-seits,�dmesu�rm AnttienyT.Tomloltl,P.F. m4nrlf,LnsSaaryEl4s+ 6escitssstundaG.ar,6sa 'ssAtcmedN�ano:liifm36nigs a,�++n��,n;,ar ac�m�nxt',�ar��u�mE.aslg�asrt�maw ayrrua a�t.:,�yiEnlsg,aa�as,�.a�a�,�aE tr .}m�aald }80083,.,',. . u a�rfisgzuLd ac1N n;?ra.�meolotraemrtlpsrsNmwvrggem5t,fz� gun�aiurl,rkmss�Qrmn nlmrru L nll PSGhNdL1511dIAh A�I45SU.R trc oemawfnu ,. , 445i St.lucfe8(vd, :.: � )de isf6M1aak*(4aplryu0gnk:YgF h,alrsmrshisf`s/.IN IniiPstnryAssrss67FMt1iirE0ertgs�xins,4sleaE pnttalutlp1fy.rill imh'Nmx;masaa'aslx7FFl, .(=•p{t Pie Ire,FL 34946 1sAiaaa ukss y (oppigbtD2QI6Adg^otTlastz;AalhaapJ.Tfadclf pf;Ripradnitiaaafthlsdocu_menllnanylorm,isp'tpti2tlzdwoEnottbeurMenprimissianhamblSaaft�u3szs;llathonyii?m5a flp.F. Job Truss Truss Type Q 69744 C08G Roof Special Girder 1 ty Ply A0095394 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altniss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:25 2017 Pagel ID:2TQ330HejztpsTgisxG04jzbKBp-Fn7VhIBB8ctNtEvl sv7_s4O9fcDYVOUgWXISG2ye090 1-10-0 7-0-0 11-2-0 15 4 0 19-4-0 20.10-0 1-10-0 5-2-0 4-2-0 4-2-0 4-M 1-6-0 Dead Load Deft.=3116 in 4.00 Fl2 1. 4 4x6= 2x4'.11 5 6 n 2 r ds N �1 n' e 3.6= e 10 18 9 19 8 e 7 300 11 1.5x4 11 5x8= 4x4= 5x6— 1-0-0 1 10 7-M 11-2-0 15-4-0 19-4-0 20-101 1-6-0 4 5-2-0 4-2-0 4-2-0 4-M 1-6-0 Plate Offsets(X Y)— [1:0-0-4 Edge] [1:0-1-14 Edge] [2:0-1-4 0-1-12] [4:0-1-4 0-2-8] [7:0-3-0,0-2-121,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.22 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.33 9-10 >754 240' BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:98 lb FT=Oa/a LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT'CHORD 2x4 SP No.2*Except* 1)Unbalanced roof live loads have been considered Bl:2x4 SP M 30 for this design. WEBS 2x4 SP No.3*Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEDGE W5:2x6 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Left 2x6 SP No.2 Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left TOP CHORDBRACING- exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied, except end 3)Provide adequate drainage to prevent water verticals. 4)Platg. es checked for a plus or minus 0 degree BOT CHORD Plat I rotation about its center. Rigid ceiling directly applied or 5-3-7 oc bracing. 5)This truss has been designed fora 10.0 psf bottom � MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = 1107/0-8-0 (min.0-1-8) bottom chord and any other members. 1 = 1229/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 683 lb uplift at 1 = 93(LC 8) joint 7 and 740 lb uplift at joint 1. Max Uplift 8)Hanger(s)or other connection device(s)shall be 7 = -683(LC 5) provided sufficient to support concentrated load(s)194 1 = -740(LC 4) lb down and 328 lb up at 7-0-0,83 lb down and 146 lb Max Grav up at 9-0-12,83 lb down and 146 lb up at 11-2-0,and 7 = 1107(LC 1) 83 lb down and 146 lb up at 13-3-4,and 194 lb down 1 = 1229(LC 1) and 328 lb up at 15-4-0 on top chord,and 110 lb down at 7-0-0,49 lb down at 9-0-12,49 lb down at FORCES. (lb) 11-2-0,and 49 lb down at 13-3-4,and 110 lb down at Max.Comp./Max.Ten.-All forces 250(lb)or less except 15-3-4 on bottom chord. The design/selection of such when shown. connection devices)is the responsibility of others. TOP CHORD 9)In the LOAD CASE(S)section,loads applied to the 1-2=-2141/1357,2-16=2567/1664, face of the truss are noted as front(F)or back(B). 3-16=-2567/1664,3-17=2567/1664, 4-17=-2567/1664,4-5-2183/1379 BOT CHORD LOAD CASE(S) 1-10=-1252/1960,10-18=1242/1959, Standard 9-18=-1242/1959,9-19=-1251/2035, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 8-19=-1251/2035,7-8=840/1296 Plate Increase=1.25 WEBS Uniform Loads(plf) 2-9=-460/759,4-9=-415/655, Vert:1-2=-60,2-4=-60,4-5=-60,5-6=-60,7-11=-20 5-8=-489/843,5-7=1601/1078, Concentrated Loads(lb) 3-9=-465/440 Vert:2=146(B)4-146(B)10=-43(B)9=-31(B) 8=-43(B)3=72(B)16=-72(B)17=-72(B)18=-31(B) 19=-31(B) . ... 9a�u3-iimatinxNireiv,Ite.}1 i0 .i1BSi3^!F 3^.'eEi3R1f7A56,91D1Yun3(1SiG{It'{N31SaE;61fLkYEtPfm�fertll�siPpmarro/ieNd.+sd4as tnssCdtpDn m9rik';altlelvlmti TvsdO�! IeM tilrvEdn w&hdtarissel�1e1m6e16ti W� Nd!raamr!lehs'shU lass Inneiplgle�di,4.Tnst OntteFyn!:ergrvslu,AgfiyaessJwmy..tlmresmseivTavc daelrd+.Jm�eEgmangrespoc�Ht3elmt,dmegujleimsigcbTailLtWedl drrrini.lffi'+dness�tin,ls�1-aWdt. AntflonyT Tomf1,, •-..., <.., - •.-:. ., .:.:. > - �'� .. qr.M, Jana r.- � Tn �; .� t. .E:: wMdcesT.i�rx?arentai t�nlmcmtdl4D.vd4e9ien'srtdrfMgr'n0e&+T6rg'Dxw�`u�atledd5�netSu7he�tkl6 m�rnlrt.rR, ddni t r�anxai iffa: bn sM` dader:w ,iak`� jmuamd .. ;�80063 ttt P . 1lvird6vtPsryearmsfMsma 1Kdhssfr>I6mTOv^MP2Nveiurdipx�i+nitlkigt£eEttgaeelS�tYldurtdwUtS61h5:1e(1 T"alSi`l e�/denetW)•aTdp'.m.1tTl L�xrtN rtgnfvnlb.+viAlvssDevt+e,7mi Cmgvl!i9n!Wm Yu!h�nd ukn iMiirhrG6ally d' M+mr yk,r➢stnethirlM tlxTd'sDar rh EJiMtnd er vri xsAEeg nm trin ig$ rtrtta,mrsfdwf a'Fkl - 44$1 St LuCl081vd, Fort.Rerre,FL�;34Q45 teppightt9 tpl6A.l raostmsuc AathpayTT m.Sc 11(P.f:Reptodorh..aclthadocDmeot;irtonytmm isproh3iinzdwd6euttheminn pnmmsmafrasS lAaotlrossxt-.A6tfiony,IlxFe71(;:P.E j I _ I �. r Job Truss Truss Type �Qty Ply .: 69744 CA Comer Jack 10 1 A0095395 Job Reference o tional Ai Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:25 2017 Page 1 ID:2TQ33OHejztpsTgisxG04jzbKBp-Fn7VhIBB8ctNtEvl sv7_s4OOgcQgVTUgWXISG2ye090 1-1-11 1-1-11 4.00 12 2 1 T1 m m ' o v 0 3 2x4= 1-1-11 1-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 6 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 6 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:4 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4) 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 BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 1-1-11 oc 5)Refer to girder(s)for truss to truss connections. purlins. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 65 lb uplift at Rigid ceiling directly applied or 6-0-0 oc bracing. joint 2 and 30 lb uplift at joint 3. MiTek recommends that Stabilizers and required 7)Non Standard bearing condition. Review required. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 2 = 64/Mechanical 3 = 26/Mechanical Max Horz 2 = 126(LC 1) 3 = 144(LC 8) Max Uplift 2 = -65(LC 8) 3 = -30(LC 8) Max Grav 2 = 64(LC 1) 3 = 26(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=384/139 BOT CHORD 1-3=-126/394 NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'Srnriag itesser¢aNrrnrrru ltia-`II41i3y5r3,MIRTUdLEDBM-X[U5T09(Ur'd'j:Ur('it(L5u'H'6rn rcetMy.rare�sml�a+snmitntt Ee_iyan my�f�`;.a>dfi dc5wrr Lsksik;r ie!c 14e'ttern _Eelessa�iluS]dnllei&tl..ul� ilT ia¢eeceeTklrs ll£tata.seTc6uKcd><u,Tnss6mGc bdya¢{.,sue riyx=4e:v.�xay�.m,«resau�w,rscaalxpazmn�inra�ry¢yor >§� lis�rd�e su rm iy*.tdFrtklWedt r.rnlHl.Tuusysusz�rn,s Srmlirwc rsi�e[ Anthony Tr Tomtits Eli PE:uK dm u/¢w([fl�ay Wu r stiaramea E•9ranca9xhxryesnn wTa3a�«;v�rrxl,ans u�raa<mnc�xir jrdrmmT>htiM ad:mom'fr.d da r aANn[eas�y9 r rtsNam¢e.Ih¢ysi,pk6axywsn3rtjd � uu ra x�: m t ansdwi:mla da�raeu l ��n eu�rb ei r ccc,ammr+ [Hir !$J¢siM¢rLpa¢{pveelrFirSriiN,ey,�h5x,IOkelkl'isD�,rgso�y,ir�nReinscu��x:ww 4g5iSFLodeBlvd,. itlri:.'rsl Wme/)r�iipepss-0 iuR rrGr�h k7 ruxsinit N,lkGm aes gErtbet}u[ifNRntlw[P�tipar xlnu r sh E�ptHul nDa l6q da¢TCdpal Mz,¢�rses6eM irF) -- 3 td (eppigM'1016A1 Raoi Tmnec AxWonr L i>asctIGP,F,Repo'doniuiftMs dki&h,iquny form nplo'0 xnhaur0 miucapn muma hi6Ad Ra.1Tmssez=.Adhoarr 10,6i IU;7.E° i Job Truss Truss Type Qty Ply 69744 CJ1A Comer Jack 1 1 A0095396 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:26 2017 Page 1 ID:2TQ330 H ejztpsTg isxG04jzbKBp-jzhuu5Cpvw?EV N U EQceD PHxVfOjXEwjzIBUOpUye09? 3-5-11 3-5-11 4.00 12 2 T7 2x4 11 co 1 0 1 61 Q 3 � A 4 3x3 II 3-5-11 3-5-11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MR Wind(LL) 0.01 3-4 >999 240 Weight:12 lb FT=0%a LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x6 SP No.2 to bearing plate capable of withstanding 45 lb uplift at BRACING- joint 4,86 lb uplift at joint 2 and 3 lb uplift at joint 3. TOP CHORD p p Structural wood sheathing directly applied or 3-5-11 oc puriins, except end verticals. 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) 4 = 127/0-M (min.0-1-8) 2 = 88/Mechanical 3 = 40/Mechanical Max Horz 4 = 73(LC 9) Max Uplift j 4 = -45(LC 8) 2 = -86(LC 12) 3 = -3(LC 12) Max Grav 4 = 127(LC 1) 3 60(LC 3) I FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. i 3)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. e��rr�,ea�ryaat.�eiim,mss"a�ta,arliir�ussa¢rcasrcrreu�-rna3iae�s;resr�tr�a'I�taPvir� sni�s,eT�me.�*�erm+s�tr�2raaar sanada�r>resr..iumd a:renwj pyhmmra.rt�ssemizaeebasirogt��ti u Im;hxeeG fllsrr�eriipsde s�us3,msPpzueseror samrrdasmw'?;. gsye +wr4traupdeesvjkrmsrsy n tooerdnmlioifivp" sm,t scmrsrar pnthonyT Tombo`tII:P:E. d nedC:issbwppu�grsmurusrvreiesr e.sr E,eR«,ssssrta+gripwwr�o .va,,p;,es,urn,m'wstdr�l�a«ir� >zelnYrr adKir�a�r r;dsvae Tms yim>�'azep rrs�saw�,u:qs3�he:mrm samd: 246683', Ihln71+r0•y,SereistieEmn tifaseslslsA'v141h MSrm®nidrpsdmdtbkd�sl"`Gepr�Sseyl+hae4gk[59rdFCb/l Rd5&.le�leiau'.etq[gveslriLee.1PFIN.figstll.rgLsWistiisdMlvsshsnn,Tm Cc�+L7wned�rml�hAnn:e9ei 4451 St'Lild2,filvd. ifSu:issGRaslra bgeyeiiebnnrglydrvuesl nli!llkln;s.0atmb3oiun4JrOs6zuaOPn�µtSxirissrms0 Fott,Pieke;FL;34946 Ciprurhr'D;2014AIIcaiTmssei;Acihuop LTaaSpflf;P.TS It 04'. :pllhisiud&I ii.y*0,ispiPhiEN.El xahaorrhe rsinen pn�ssmofiog Al taalTmssiC-llithaayfT r5o IIGP.E' I Job Truss Truss Type Qty Ply s 69744 CJ3 Comer Jack 10 1 A0095397 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:26 2017 Page 1 3-1-11 ID:2TQ330HejztpsTgisxG04jzbKBp-jzhuu5Cpvw?EVN UEQceDPHxW00jEEwsz1B UOpUye09? 3-1-11 4.00 F12 3 1.5x4 II 2 T1 m v fn 1 Q B1 ` AA 2x4= 4 5 1.5x4 11 2-2-0 3-1-11 2-2-0 0-11-11 Plate Offsets(X,Y)— [2:0-3-3,0-1-8),[5:0-2-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 ' s truss as been es BOT CHORD 2x4 SP No.2 4) This t h b dined for a live load of g WEBS 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-1-11 oc 5)Refer to girder(s)for truss to truss connections. purlins. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 25 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing, joint 3,41 lb uplift at joint 4 and 267 lb uplift at joint 5. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation uide. Standard REACTIONS. (lb/size) 3 = -17/Mechanical 4 = -41/Mechanical 5 = 304/0-8-0 (min.0-1-8) Max Horz 5 = 64(LC 8) Max Uplift ` 3 = -25(LC 3) 4 = -41(LC 1) 5 = -267(LC 8) Max Grav 3 = 10(LC 8) 4 = 50(LC 8) 5 = 304(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=174/439 NOTES- 1)Wind:ASCE 7-10;Vult--170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. an�nur 'g. >lmafesiaN3^�rauwssr�afwrasicau*autciserurr� hmp „i��fasi�neK�m.�� ra, rttmr_rr SaHf�.e rafe�.,< mau,iS gteioeadm, mkiselxa er idibingw (.z.�rertw o due IIOye�®evrSieA e{nh .fira*ur lma i�4! taewpt +gar�ntcgny�m7,nxavpuuam .L�fc,nrSaer. dmc urr l:u� 4u ftfeiAhO.e;tiilmifrAacel n0ernl a itnthony7 TomlxTll,P_E. 1 r r �r .mae�nffrnncu;¢cmrrr�x�ayfiw>et.r�gM;ddt»t^nwftranfmstsyemr�, eppniss.�anysia;rhn,ra,urria: . . . Win.�rPfiFx¢tfif6idu Ne+hsi�ulu Mlg^alg lrtOurfl rlmfeiArWlSrGgsm SCtli l+4 edw(i(Sljr�k/lr rr lS�J eililee^:Ib stl a 1M11tSiar1N'resn�e>,nl htieAe.l nc 80083,... rw � ) ,. g'�7(essCG 6gwreaTnuMa+h7urt,.ukfi 4451$t Wd�-81vd,:. tAeirisfdherMr aaoaeputlgaro erg F,i7prtxskficf111etnf Urfp[graffn47lMkJlpeD.i1}pt ni if fai.Fipen�ytrillq lBirpldUN bx;ne[ttAfelmtltl � Fort:P,ierce;tl;3444fi Eeppigh10.1014AJt.elTmssas Ao16�nyii�5cil[P.E,'ReprodoaioF`G1ffiisdommeot;inhnykrmftpfohbii_e{r¢hogtr6eirritiinpnmissiaahemA�Iiagllmsscs'.Av7kogy;(T,:cSeIItP.F: • Job Truss Truss Type Qty Ply 69744 CJ5 Comer Jack 9 1 A0095398 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:61:27 2017 Page 1 I D:2TQ330HejztpsTgisxG04jzbKBp-B9EG6QDSgE757X3Q_K9SxVUgmQ5izMp6zrEZLwye09_ 1-10-0 5-1-11 1-10-0 3-3-11 3 4.00 12 Ci m 2 1 m o W 1 °6 N mmrr 1 131 6 4 2x4= e• 6. 5 3x8 11 1 6-0 5-1-11 1-0-0 3-7-11 Plate Offsets(X,Y)— [2:0-0-15,0-2-12],[5:0-M,1-7-4],[5:0-0-0,0-2-12] 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 0.32 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 11.25 BC 0.13 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/FP12007 Matrix-MP Weight:17Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)•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 2x6 SP No.2 rectangle 3-6-0 tall by 2-M wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 5-1-11 oc 6)Provide mechanical connection(by others)of truss pudins. to bearing plate capable of withstanding 82 lb uplift at BOT CHORD joint 3 and 239 lb uplift at joint 5. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard REACTIONS. (lb/size) 3 = 70/Mechanical 4 = 18/Mechanical 5 = 318/0-8-0 (min.0-1-8) Max Horz 5 = 105(LC 8) Max Uplift 3 = -82(LC 12) 5 = -239(LC 8) Max Grav 3 = 70(LC 1) 4 = 46(LC 3) 5 = 318(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=250/89 WEBS 2-5=-246/590 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf,BCDL=S.Opsf;h=25ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for'members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. resiyn�,eeurtlNl iinCn111UfiREi3(YI.T'1E31LfRY56[Ad7W1S(MCy'trs3'jtZt<dN.iifMY9Tbnktid�kuppi¢emWlNa+f �i;miti�ymr.yrte�dierE�ttd.nr kr 3ankd mnrr�.,mdm�etEnw� MTekawa+ ssagkpetkr�ellllahrdiu Inssgesgft t{�,Spmlrhrhesj,6 syJwrapilxi7gs r �aa lagano-g�e�poEaaa�trschspde 'Trw+"da n�mo�dr�nmi i esy,em,�m,�ag.,>w�swrs�ar pnttiony`7 TomfibItt;PE.: alned6s astwarytNldgi tlrseym Nidle Crw4_Giiur satesrnei kriGn Ce-6.Oesxas oReueeAdh O'MRLNMbail�l6sjidsNlFFr Ih Rrn�ddMit6 1 jfi!!6 dq rns¢de.Gr6adar.st er'pstd'ssudkei s6d ket�m�sw9rt/d: .$80083 - ' RYr8logD•S?+s�GeFkda AEalessl,sAYM 10C N}EepoGucsdpfd"�srlflklalhgbmS�`uER(R7r� Ijt ItIN53J rilelnuutbpei.piyee 1RI e3srMhsjnsteLLf al�ticel4Lrisgn�e;ImsEh,*ss,.aultmitlmfi3nnuku 445;St.041e�BlvJ,. 1gdpkMNlnre�i 'ryntloiphnpleghgppush dcsl lk¢TrvnOetph3ahln E9ffl�htturaslr rrl ss rsses rgsttafw}EaSliq 24&yCdkNmx wgLdpdsREl Fori`P�erce,FL.�J9946 � Cap"pighs'D4g16A;lAseiTmsses,GcihodyrTmSq�16P.F;:Regsduoi�alt4Nlocomeet.inenyhs®uproAitgelwuhoutt6earmenpn®rshaoko@FliaotTressaC,lUtSoey,CTcpf,P.E ' i 5 Job Truss Truss Type Qty Ply 69744 HJ7 Dia onal Hi Girder 5 1 A0095399 9 P Job Reference(optional) ' Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 15:51:27 2017 Page 1 I D:2TQ330HejztpsTgisxG04jzbKBp-B9 EG6QDSg E757X3Q_K9SxVUZRQ 1 IzMm6zrEZLwye09_ 2-5-12 5-3-15 9-10-1 2-5-12 2-10-4 4-6-1 3 2.83 F12 10 9 N 2 m N N 1 BT 3x4= 11 6 6 12 13 6 g 5 4 3x8 II 2N2-0-1 6-0-2 9-10-1 O 1 4-0-1 3-9-14 Plate Offsets(X,Y)— [2:0-0-10,0-2-12),[5:0-0-1,2-3-0),[5:0-0-0,0-2-12) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.19 4-5 >453 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.23 4-5 >387 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) 0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:31 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection b others of truss WEBS 2x6 SP No.2 ( y ) BRACING- to bearing plate capable of withstanding 184 lb uplift at TOP CHORD joint 3 and 528 lb uplift at joint 5. Structural wood sheathing directly applied or 6-0-0 oc 7)Hanger(s)or other connection device(s)shall be purlins. provided sufficient to support concentrated load(s)88 BOT CHORD lb down and 102 Ib up at 4-5-5,88 lb down and 102 lb Rigid ceiling directly applied or 10-0-0 oc bracing. up at 4-5-5,and 46 lb down and 74 lb up at 7-3-4, and 46 lb down and 74 lb up at 7-3-4 on top chord, MiTek recommends that Stabilizers and required and 36 lb down and 81 lb up at 1-7-6,36 lb down and cross bracing be installed during truss erection,in 81 lb up at 1-7-6,36 lb down and 69 lb up at 4-5-5, accordance with Stabilizer Installation guide. 36 lb down and 69 lb up at 4-5-5,and 17 lb down and 3 lb up at 7-34,and 17 lb down and 3 lb up at 7-34 REACTIONS. (lb/size) on bottom chord. The design/selection of such 3 = 159/Mechanical connection device(s)is the responsibility of others. 4 = 41/Mechanical 8)In the LOAD CASE(S)section,loads applied to the 5 = 477/0-11-5 (min.0-1-8) face of the truss are noted as front(F)or back(B). Max Horz 5 = 143(LC 4) 3 Max Uplift LOAD CASE(S) -184(LC 8) ~ 5 = -528(LC 4) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Grav Plate Increase=1.25 3 = 159(LC 1) Uniform Loads(plf) 4 = 101(LC 3) Vert:1-3=-60,4-6=-20 5 = 477(LC 1) Concentrated Loads(lb) Vert:9=84(F=42,B=42)11=72(F=36,B=-36) FORCES. (lb) 12=88(F=44,B=44)13=6(F=3,B=3) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-459/618 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf,h=25ft; Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Heny fix dm.{N nr.lx fll0 11CSS3'13 ga3U IRYi6r'30;4.1SfCS1CYj Md�llY1C31IL�;ir Yr leMl6up racaertWSnloe� LsL ssldlpDmmlp�jendlklFlt ri Tuk&,rf tfv SkdLdo i4brcf�fwiiusskl Ge ltO;wj ¢Tsiameorllensceuiiruta-a�teoopdau rmso�r,pk{ssrr�gbpas>snarrdsgsevdsa, :,dar+�?i!+da,,, .q �tr ,doe w ras rqa&>Dpwln>,nl ru ervp uu9p=c,iwl d�ec wnsaar '.Antficriy 7.-To mbalIi;P.E. oidm r ur ay sm afma mdec t a.�sen�rsai�a&irgu m ar rn,u a¢ca k.�au j�e mint radamna aan desrns,aaFyeda'p fswolti.�gs;rl eeay Namd 80083 ' ai�o-2x�Iwn�tr eaurts w:mmsahfaeas Ipedand&rgai0zgm5i4d¢hmirSgllEkllrtPniSCAtrlldn aarya¢ �Ina ,m,hysara�s_aatssw�a:iico vive_�imsr,ma,e,iss - aa51 St LuccrF`E!Ivd, lalutrautrl nm�a,lun.xmydrsl dipr�ssos,nthrirmp�wyaiipalxis sslnKuna nnvM.iumad:dma,essd�,sr�Jnl �• F6rY.01kce,fL.,34946 Cepnight9 tpl6A1 raallrassei;llrihnnyij m5s ti(P.FRaptaiopxtltiu docameat.in ony hlm is pto62gd wdEeutthe initienpusengua lictfiA lP aftrpsszs,AChoarlj^c51llI,P.E; i • Job Truss Truss Type Qty Ply A00954O0 69744 J7 JACK-OPEN 29 Job Reference(optional) Al Roof Trusses,Fort Pierce,1 34946,design@altruss.com Run:8.120 s Aug 16 2017 Print:8.120 s Aug 16 2017 MiTek Industries,Inc. Wed Sep 13 16:51:28 2017 Page 1 ID:2TQ330HejztpsTgisxG04jzbKBp-fMoeJmD4RXGykhecXl ghUi0l9gPmipUGCVz7sMye08z 1-10-0 3-9-2 7-M 1-10-0 1-11-2 3-2-14 3 4.00 12 ,n N 2 "N N M 1 s 6. 2x4= 5 4 3x10 II 1 6-0 7-M 1 6-0 5-6-0 Plate Offsets(X 1)— f5.0-0-4 Edgel LOADING(psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-5 >872 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.04 4-5 >999 240 Weight:22 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.0psf on the bottom chord in all areas where a WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 5)Refer to girder(s)for truss to truss connections. 2-M oc purlins(6-M max.) 6)Provide mechanical connection(by others)of truss (Switched from sheeted:Spacing>24)-0). to bearing plate capable of withstanding 139 lb uplift at BOT CHORD joint 3 and 270 lb uplift at joint 5. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Graphical purlin representation does not depict the REACTIONS. (lb/size) size or the orientation of the purlin along the top and/or 3 = 135/Mechanical bottom chord. 4 = 52/Mechanical 5 = 397/0-8-0 (min.0-1-8) LOAD CASE(S) Max Horz Standard 5 = 151(LC 8) Max Uplift 3 = -139(LC 12) 5 = -270(LC 8) Max Grav 3 = 135(LC 1) 4 = 91(LC 3) 5 = 397(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except I when shown. TOP CHORD 1-2=-391/139 BOT CHORD 1-5=-111/308 WEBS -2-5=380/883 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft; Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e�Fiet�ncutreerrxitia ricsia;u a-tiausuusevanaacosrea{wrfenieruuuur`al„a�t,��m,wisr�, eit�s,t�,ony��me�rs�it�i4r [t�m�ncd e�u�,,s.ca,+ ¢,smwj iaTsta•ea.tl!�sia,kne[a.x.none.d..u.rm p:>abs�t�,sr��s�'e rangm^�ewme�,aMp,rzmn�e�+.gresr�'�o-�xe,q,dsewper�rne��>kmoeal�nmi neevnana�.�+r��c,wr�,q Antfic"n"yT Tomtiotll;P_E. weedctirn larortaFiqutln��zw;awe.,,+aq�, w_snc,r�r�jnnga,n3enmaae,awurw�srada(��mmr�y�io!e soam�r�an as r ,�d..[,y�aeynRe'p:(<Snae.aa��a�:emµ..Se;ti"a 4 80963',.,. mprmro-s7a`csl ffirnsYPMtRx70 n[S asu"s dpadm a�i io.a mft id�a,am{us9p krNm•rs]n de,wex�azdprrz�l[t eau m iynr4an.o[z ;eft s o i n o tps2wi�s:raa n:wp O;St Lu0 614 iMms,61�1k�(�mM,rywoynm dv91!tlryse,6id,l.t4snss6s,nsyveii is r]ra♦•r�igrUiIIrnr nt ns s[aa FijsadotMainl.3e irydli d.re:misY�e[sm.1 Tdif P,erce;FL';14446 • (oppryhi>D 1014AIr afTnuzr;uitioeyJ.TnSelll,:P,E;Rep,ducriu�l�6s darc©eel inBoy tmm,isp�ohi4nzJ wa6ama5e;rniiige pomss,aalrem4li ottmsui=AetM1oerf Te5e ti(4P.E: I '' JANUARY 17, 2017 TYPICAL HIP/KING JACK CONNECTION STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE =' 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 Attach King Jack w/(3) 16d Toe 772409-1010 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 @ TIC w/ (2) 16d Toe Nails @ TIC & & (3) 16d Toe Nails @ BC :E BC (Typ) 0 1 ti ttach Corner Jack's / (2) 16d Toe Nails @ TIC & BC (Typ) . ., x 1-iF acaty^rS,eia+iro•111G;rriSESi�titl7:bik"tilt:5tidi6eR?fdi(tfiG'l.;�f1}S�Ct9z f}'_k'Si h�.Sef?ktyntcmw�i W!etiec4saa6tlmi T",J¢ITt lmvml'n4tl.tl ti2m4kPMx�tr:i# �rtfe iv Ocia�Rl e,l}: tlfawrcY'a sf4AMrdk?Er't9ttiN-iv isehnsk tgtrwie, 'd u9a La. M4ft c, IT✓F��?4 1 ui+ sir mr� �?<- y ��yr*u,s�,ee�m�,e�mam;niaa�.mdx�s�nr•:s,�,sr�me�rsiami r��:�,im +,,i,drji,�.racwrs.� ro� T To,rtc-eaned'xTmsrmtka'icare'� paiiriy rN+rer ua:e�',ae1s�lanerSel itq�rym adne d�a ec.sxR wtMtrmu ,Hamm?.rn�:wacmLCdcr�aRnintev���ajks�p,s�rm ciaL nt mq ywreeenaaryd An 1 It] PX �: fet+id-gt�oud omae i9ssu,'.ae � mtkpeunm�deteecd:klriy(:ram,dS1,'t iio-mr'k3pF.nidl.IedNU n,thcadar,ereig,lm.'L�II[ec�Can '. ma.ncA's Es,.e?miGr�pix>wea a!?netea>?eteu u .8©OR3 esc.ra+�xlE•tln-e�,�ed'W v.'as7ktipe2n md.T InuCTGa�be3?Ss `kasl hi�r,e•nfl xn�alog5rttsg tl dal %m �i3�f PN . •--� _ ,(oppig5t }d16AtFwflcas"s.A:r�le,i TamSogl,Pf.G'yedmieo a(tEisdxeatx>ia as,farm,isp,ck:hten.ubmt3a'.tintr perastssstrL-A•1Fcc#Nsses 44eq LVx itlI,RC... -� - 4ASi St�Wae 81vd : _ � ral F=<rse F 34945 FEBRUARY 17,2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE 2XG DIAGONAL BRACE SPACED 48' (SEE SECTION A-A) O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO C TRUSSSES @ BLOCKING WITH (5) - 10d COMMONS. 24' O.C. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 2X4 PURLIN FASTENED TO FOUR 772d091010 TRUSSES WITH (2) - 16d NAILS 1' - 3' MAX. \ EACH. FASTEN PURLIN TO BLOCKING \ W/ (2) - 16d NAILS (MINJ. PROVIDE 2X4 BLOCKING BETWEEN OIAG. BRACE THE TRUSSES SUPPORTING THE AT 1/3 POINTS BRACE AND THE TWO TRUSSES ON IF NEEDED __ EITHER SIDE AS NOTED_ TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH IT IS THE RESPONSIBILITY OF THE BLDG. \ (5) - lOd COMMON WIRE NAILS. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING ❑IAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE STRUCTURAL OF THE STRUCTURAL GABLE AND FASTEN PER THE GABLE'TRUSS FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' ' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d • (131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). i MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR / VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. INLAYE❑ STUD i STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS ❑ETAIL IS FOR VERTICAL/STUDS ONLY. ' I NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS I i I STANDARD PIGGYBACK TRUSS ' JULY 17, 2017 STDTL04 CONNECTION DETAIL a ri 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 PIGGYBACKTRUSS DESIGN DRAWING FOR UPLIFTS. ...........—_........._-_______+ NOTE:THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24'O.C.OR LESS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2'X 8' REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE-LOCK MULTI-USE CONNECTION PLATES SPACED 48'O.C. PLATES ADDITIONAL PIGGYBACK TRUSS INFORMATION. SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48'O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR(4)6d(1.5'X 0.099-)NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS.AT EACH 2'X 8'TEE-LOCK MULTI-USE CONNECTION PLATE.(MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) u FIT I\Nx 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.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. - -,. - ..:i'eiq F uEnrp�s'ess.tit'41 tJCi I1T,4S('$-R'67QfiF[1C3t(036T.µSt[fSiY(&"tTjttl101S;�@T'a�ieNRiysp�r;dxd ursclksimsEts�Ceesq T?dG 'tx.Sq3._irii®.!«tta�i�^_t6itatn...'dnssns*eesxtad iJhif+.' .... ..... ......:.....:::.::. Ktao ujansulk�d'xRe tFDnkieY rrlrsd*yilgkxLs.St��tiirariauaae,iEa+eye!taHeraFauxErFur3edag�+yre'ya`eS4h�N dam- ..Ln f< whei�m Sri+' 7»tsi�pm•'.!mii�4neLYetvtit�. w yAae rssero{9tt�s nsp;;tagxt�c.i4�e.r��.a�w�eaeWu>frm:p4,n��ma��,mn�era��ede�<wmrns rr xfaw^w �ea�xeei ,, n rs„m�v s�ir;xr ss�.gs '3ep £zs�ub:aaita 5a53Nwutst?3��t�nm! ..d�t�G,�na 6Mr7an,MS,t�suE9R!al�aes�rmslra �� s6Cty�?�' � ���3... �a t �h p>rxp�a.m rr�strnipnS�ansJ Etrtmin sLr-g"-Sm=F•� uduns Yadna<raMs ,. iLt x�xf6jt(rt:�ftxx3>�.scmf S.dryh^s wd.lkl»MipF eentlfeeradt tz,�nc,a lmsf.+.is'anexaic,SaM.{SOrgaN,aEtimair 6 i.. 5` ,:a ,...... .... ..-,- ., .. f= tD.erce FL.34436 -:tippiilil�7dldd•iiwlTr�ssis.•Acrka,.yTTErkalil,P.isltprzdenrsrteifKd¢s�rnt,iaewyka�,[spsok�'cede's6oyitTaariaenpns�ssleaGn�A-IlxiLnssrsAnld'mjrT.Tdm6olI6P.E JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 GENERAL SPECIFICATIONS: ms 1. NAIL SIZE=3'X 0.131'=10d 2. WOOD SCREW=4.5'WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. i; 4. INSTALL VALLEY TRUSSES(24-O.C.MAXIMUM)AND SECURE TO BASE TRUSSES AS PER DETAIL'A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE r ` ��i INDIVIDUAL DESIGN DRAWINGS. .................. ' A-1 ROOF TRUSSES 6. NAILING DONE PER NDS-01. I 7. VALLEY STUD SPACING NOT TO EXCEED 48'O.C. 4451 ST_LUCIE BLVD. GABLE END,COMMON FORT PIERCE,FL 34946 TRUSS,OR GIRDER 772-409-1010 TRUSS ,.IIIr ___ II 11 11 11 II 11 11 11 �j �j 11 11 II II II II 11 II 11 II I 1 II II II II 11 11 1 ' 11 Ij Ij II II II 11 Ij Ij I ' 11 11 II II II II �I - �I ' I 1 11 II II II ' II II 11 11 11 �I �I Ij Ij 11 II �� �� ' 11 II 1 II II li i BASE TRUSSES ' VALLEY TRUSS ry (TYPICAL) uuj P 12 VALLEY TRUSS GABLE END,COMMON (TYPICAL) TRUSS,OR GIRDER TRUSS i I i SEE DETAIL'A' BELOW(TYP.) TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAILS 6'O.C. MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF ATTACH 2X4 CONTINUOUS#2 MAX SPACING=24'O.C.(BASE AND VALLEY) SYP TO THE ROOF W/TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45(1/4-X 4.5-)WOOD SCREWS INTO EACH BASE TRUSS. i I I i DETAIL A Azl*Gp'y'Tro'bl' zzz 34 rtfliE/lio.1Trutses Aalbcapi;TnhIIj,P,EkpTaideaol4esdma tAiavyhrm,isg lbf dgeapvmissimhaA^1Paelflssses both^dgl.Tar2aN;F.E I I I 14 JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL06 GENERAL SPECIFICATIONS: .............._._.._. ..e`j 1. NAIL SIZE=3'X0.131'=10d 2. WOOD SCREW=3'WS3 USP OR EQUIVALENT. tee: 3. INSTALL VALLEY TRUSSES(24'O.C.MAXIMUM)AND SECURE PER DETAIL .� 'A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN Imo€ DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT ......-'--....................... TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A 1 ROOF TRUSSES 6. NAILING DONE PER NOS-01. 4451 ST.LUCIE BLVD. GABLE END,COMMON 7.VALLEY STUD SPACING NOT TO EXCEED 48'O.C. FORT PIERCE,FL 34946 TRUSS,OR GIRDER 772.409-1010 TRUSS II 11 II II II II 11 11 II II II 11 II II II II II II 11 11 1 1 11 II 11 11 11 11 1 I I II II 11 11 II II 11 II jl II 11 11 Ij II II II 11 1 11 11 1 I II II II �j II 11 11 II II 11 II II li li VALLEY TRUSS BASE TRUSSES 1 (TYPICAL) 11 GABLE END,COMMON TRUSS,OR GIRDER p r2 VALLEY TRUSS TRUSS (TYPICAL) i i ] SEE DETAIL"A' BELOW(fYP.) d 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: 170 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 ATTACH 2X4 CONTINUOUS#2 MAX TOP CHORD TOTAL LOAD=50 PSF SYP TO THE ROOF W/TWO LISP MAX SPACING=24'O.C.(BASE AND VALLEY) WS3(1/4'X 3-)WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. DETAIL A (NO SHEATHING)N.T.S. :; ,..C�Fia�'�S+C rx l,}I Ct jGTiti{Q3.f6".61@3;EEER=6!{�9ti1"N3(.°4TG'n(�;7�jki6741vIPr,�E15� 9flar ds Y4ara:ms 41tdu#sa�itAei6r�o-¢aAiitS,C4F-Add ts?+I�P IM�e'�.et5s(utrc ak sdfer:,etxi b f1t.�d.;: z z z z Z Z ... Yelh.KfR1P 5&@4#.eamSS RUnbt i&°L.7}97eru(µ' er - 6tltdroC i9' r� � c sfrs taar��a. e�cv�sr�E���rrF,�a�gk�m�droa�µrvap�rn�m�.�taatud� a:saeto�sns �; Arldl�YTTombg3a7PE :. eilt�de rxstrms�,muta11s�31knALCnr��rcrssrAn�fe>�r��kG3drictigx,�6vseaadS:�,caIXef�IxJul3e;na�tf°a.Cxa�:,iffiE3t da+3iaa■seet�cm3lsq .sa �s`sL¢asm ,4d€esani,d: 6� ' txuFs ¢w sme,6'ity s�Faoa MT"'ua"..enrl6s+r�snaiizaa^Sd;[sc �Easfim4+S.aai.Ek»i�RassrdrAnaSrxe�s '.cu.mte�hshro s dafna�eir sar*.�a.=fnz� a.ssaad.rrzuss d451SE¢l cP,Blvd; ,:� 16e.seueee,itns �..my6rara,�. a-ant„s¢raa�resr+p,;arrmtsra �nta;a�,seelae�;>natbes� rp� . .. .... ... .'� Pitt�etrn FL 3 946 "'` "Cappi9At�T(f1E k74caFLassts•Aet€a TFTaab IA P.€i Repa?<eaioeeftzs deccmtaGik aEis pro6ih�sindAnette*etarlell pEtanusleafra2,k ltslTrnsses•l4,mheaTl TEa6sikl.P.f • TRUSSED VALLEY SET DETAIL STDTL07 JULY 17, 2017 HIGH WIND VELOCITY �.: NOTE:VALLEY STUD SPACING NOT TO EXCEED 48'O.C.SPACING. e}ee>• .................... eeeeeeeer'. o A-1 ROOF TRUSSES 4451 ST:LUCIE BLVD. FORT PIERCE,FL 34946 772409-1010 ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. i WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT=30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) i SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF Z-10'ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPFS SPECIES LUMBER. Jv CLIP MAY BE APPLIED TO THIS FACE UP TO A NON-BEVELED MAXIMUM 6112 PITCH NON-BEVELED BOTTOM CHORD BOTTOM CHORD I I i 0 ono FOR BEVELED BOTTOM CLIP MUST BE APPLIED TO CHORD,CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE. EXCEEDS 6/12(MAXIMUM 12/12 PITCH) A PLld+nzaiti.3i M y� dnyT j6 ihol le t183 .;Luci£Blvd4451 4tFtt aesce fL 34446..••.CopprgLi fOi6l•li¢eiiidua,-Ai•de TTca4nl7l,P.fttepsd¢aronat6isdeasza3,in¢¢ytarm,isp}aA2eEdrit6eqtbamiaenpeF®iuuahemktEutitstuddrl5toyljaa:ShlpP.F. J FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTL08 VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL TYPICAL 2X4 L-BRACE BRACE �.. NAILED TO 2X4 VERTICALS ' W/lOd NAILS, 6' D.C. (4) - 16d ��. NAILS N, 16d NAILS VERTICAL + SPACED 6' O.C. STUD (2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 SECTION 8-8 2X4 SP OR A-1 ROOF TRUSSES SPF #2 TYPICAL HORIZONTAL - 4451 ST.LUCIE BLVD. BRACE NAILED TO FORT PIERCE,FL 34946 2X4 VERTICALS 772409.1010 TRUSS GEOMETRY AND CONDITIONS W/(4) - 10d NAILS SECTION A-A SHOWN ARE FOR ILLUSTRATION ONLY. ❑IAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. rA IL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS A ** (4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO SHEATHING B 2X4 STD SPF BLOCK 9(DIAGONAL BRACING 9(k L - BRACING REFER / REFER TO SECTION A-A TO SECTION B-B 24' MAX. / NOTE: / / 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. / (2) - lOd 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG, ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. / 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' Of. / TRUSSES @ 24' O C. - 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 2X6 DIAGONAL BRACE 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN SPACED 48' O.C. ATTACHED WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT TO VERTICAL WITH (4) - THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE 16d NAILS, AND ATTACHED - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A-A) TO BLOCKING WITH (5) - 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. DIAG. BRACE 10d NAILS. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED TRUSSES. 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A-A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL SIZE SPECIES SPACING BRACE L - BRACE BRACE BRACES AT AND GRADE 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP#31 STUD 12'O.C. 3-8-10 5-0-11 6-6-11 11-1-13 2X4SP#31STUD WO.C. 3-340 4-9-12 6-0-11 9-10-15 2X4 SP#31 STUD 24'O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4SP#2 12'O.C. 3-10-15 5-0-11 6-0-11 11-8-14 2X4 SP#2 16'O.C. 3-6-11 4-9-12 6-0-11 10-8-0 2X4 SP#2 24,O.C. 1 3-1-4 1 3-11-3 1 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I-BRACES ATTACHED TO BOTH EDGES. FASTEN T ANO I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS G'-Of, WITH 3- MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT=30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I-BRACE DETAIL FEBRUARY 17,2017 WITH 2X BRACE ONLY STDTL09 .... ........ NOTES: T-BRACING / 1-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I-BRACE MUST COVER 907 OF WEB LENGTH. -- - THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I-BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 NAILING PATTERN BRACE SIZE FOR ONE-PLY TRUSS T-BRACE SIZE NAIL SIZE NAIL SPACING SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING 2X4 OR 2X6 OR 2XB 10d 6' O.C. WEB SIZE 1 2 NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I-BRACE (ON 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE TWO-PLY TRUSSES NAIL TO BOTH PLIES) 2X6 2X6 T-BRACE 2X6 I-BRACE 2X8 2X8 T-BRACE 2X8 I-BRACE BRACE SIZE FOR TWO-PLY TRUSS! NAILS SPECIFIED CONTINUOUS ROWS OF } LATERAL BRACING WEB SIZE 1 2 _ 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE SPACING_A 2X6 2X6 T-BRACE 2X6 [-BRACE 2X8 2X8 T-BRACE 2X8 I-BRACE k WEB T-BRACE / I-BRACE MUST BE SAME SPECIES -A AND GRADE (OR BETTER) AS WEB MEMBER. � i I } T-BRACE I i I I I i NAILS NAILS I � WEB I I NAILS WEB I-BRACE T-BRACE SECTION DETAILS I J FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. s �i NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE Jill_... TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409.1010 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. INSERT W000 SCREW THROUGH " OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') BLOCKING BEHIND THE VERTICAL ATTACH 2X4 VERTICAL WEB IS RECOMMENDED WHILE TO FACE OF TRUSS. ATTACH TO CHORD NAILING THE STRONGBACK FASTEN TO TOP AND WITH (2) #12 X 3' BOTTOM CHORD WITH WOOD SCREWS (2) - 10d NAILS (0131' (0.216' OIA3 X 3') IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - IOd OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - 0' WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) San 29 THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 31) EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). I I FEBRUARY 17,2017 LATERAL TOE-NAIL DETAIL STDTL11 NOTES: 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS �■; � SHOWN). , 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE,FL 34946 772-409-1010 TOE-NAIL SINGLE SHEAR VALUES THIS DETAIL IS ONLY APPLICABLE TO PER NOS 2001 (LB/NAIL) THE THREE END DETAILS SHOWN BELOW. DIA SP OF HF SPF SPF-S IVIEVS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. .131 88.0 80.6 69.9 68.4 59.7 z .135 93.5 85.6 74.2 72.6 63.4 0 J .162 108.8 99.6 86.4 84.5 73.8 rj SIDE VIEW (2X3) 2 NAILS 128 74.2 67.9 58.9 57.6 50.3 � NEAR SIDE Z .131 75.9 69.5 60.3 59.0 51.1 0 J NEAR SIDE in .148 81.4 74.5 64.6 63.2 52.5 N M � VALUES SHOWN ARE CAPACITY PER TOE-NAIL. SIDE VIEW SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS (2X3) 2 NAILS EXAMPLE: NEAR SIDE NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD i NEAR SIDE NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 2915 LB MAXIMUM CAPACITY NEAR SIDE NEAR SIDE NEAR SIDE I I I II I ANGLE MAY ANGLE MAY ANGLE MAY j VARY FROM VARY FROM VARY FROM 30' TO 60' 30' TO 60' 30' TO 60' j I 45.00' 45.00' 45.00° I I � I 0 r FEBRUARY 17,2017 UPLIFT TOE-NAIL DETAIL , STDTL12 TOE—NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF—S Lo Z .131 59 46 32 30 20 0 J .135 60 48 33 30 20 - A-1 ROOF TRUSSES 4451 ST_LUCIE BLVD. 162 72 58 39 37 25 FORT PIERCE,FL 34946 772-409-1010 J 2 CD .128 54 42 28 27 19 L7 .131 55 43 29 28 19 Z OJ W --I .148 62 48 34 31 21 J N Q � Z .120 51 39 27 26 17 0 THIS DETAIL SHALL BE USED FOR A CONNECTION Z .128 49 38 26 25 17 RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER 0 IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. J .131 51 39 27 26 17 .148 57 44 31 28 20 M NOTES: 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH.OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES TOP PLATE * FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *** USE (3) TOE-NAILS ON 2X4 BEARING WALL *** USE (4) TOE-NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30* TOP PLATE OF WALL L/X71 !--IV- FOR NAIL 1-1/16, 25' NAIL FAR SIDE 1-3/16' FOR 35' NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES - FORT PERCE,IFL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772409-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. P NO 2x4 SP No. 2 Min d° o° 1 .5x4 2x2 SP No. 3 1 .5x4 I , i ' J .f April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDT ,14 FO EXTERIOR FLAT GIRDER TRUSS ., ."od, A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 12 FORT PIERCE,FL 34946 772-409-1010 VARIES (4) 12d TRUSS 2411 O.C. (4) 12d �07L MAX 3011 (2'-611) UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24" O.C. EXTERIOR FLAT SIMPSON H5 GIRDER ffewq.r»,n, + . _iit.st nztsafsa:n;ax:uu:iasxccr_mxsca�x;xiv'lFaxnre�..t ut,row,a .iw r•txtarw.,w.�s.i�+s,a.sgeq..aid.s :tau+,m;KR.grzurp:,.c;me. pa.r�+,r .n w r�x:armaerq,dn.,.,teu�nua�s m3'war,.y. s�,.�- ,:?ea-3 A-thonyT:7ombo'II P m dx xhsub.rweL! Arrius+%WtdGtCay.Y C+.oZasnrdad Ya1K.�Awtd. #evimdx.�.6 Cc t!'lades}`Wak,d Cf;..;wr dM(LGdryi,d d/k 6bd..1Wq. aNda adki?.1+Wb ns,mYtnd �•Sdi q:.i1 St:Li,Wde:8 vA y .sued«:w�war�s«i .e„r�w.:�nn, dAai t <ee.>r[ ,rc;;Rtaiw¢.-.qM t k�*aM�;d!•r+:�ro.�ww.+�.sn e.r.+bma... Fat Pierce,FL'34946 - - (pnigbt-02C)bbllodTiosut�J'.ntbexj T.Ixc+.aU6Pf.Yeprideaics afhndaamn4iu xrrytsrau Fspwb'�:arJ abxxr tb'ir<i Aex pmevisio"niiomalPwlLviseiArhenTT lomhuLl,9,k. ' < ' STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS,AND FEBRUARY 17,2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION OF NAILS EACH X SIDE OF BREAK (INCHES) SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 :45 ROOF TRUSSES BLVD. 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772409-1010 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 f DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' CIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' Of. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C i �. BREA K U.�yP 3' I • • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE y! r TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY I, � i 6' MIN X' MIN �— I I THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO' THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). , DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE ❑URING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. I � � I FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL16 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. _ FORT PIERCE,FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: 1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.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 I I � JYWtiII i AM ®_ I 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 "BCSI 1-03 Guide to Good Practice For Handling,Installing,&Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design,connection,material,and labor by others. 3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer,any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts,and bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. I 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. Attica i access opening should be located between trusses unless otherwise noted. i 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 shou i Id 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 pi an 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. i 4451 St. Lucie Blvd.,Fort Pierce,FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com J �'6J S P STRUCTURAL' CONNEC'ORS" A Wrok Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 - - - - (4)-lOd(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LUs24 670 765 825 490 - - - _ _ (4)-10d(Header) (2)-10d(Joist) T2 JUS26 1881, 850 975 1060 1115 - (4)-10d(Header) FL821.42, (2)-10d(Joist) 11- 0510.01, RR 25779 LU516 865 990 1070 1165 - _ _ _ _ (4)-10d(Header) (2)-I0d(Joist) T3 MSH422 1831, 2025 2025 2025 - (22)-lOd(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)-10d x 1-V2 or 2-10d 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 - - - _ (11)-10d x 1-112(Carried Member) (20)-10d x 1-V2(Carried Member-Max Nailing) (20)-16d x 1-112(Carrying Member) (20)-16d x 1-112(Carrying Member-Max Nailing) � s STRUCTURAL CONNECTORS' Sw A MfTek"Company+ Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 10D% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285,35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 - - - - - (14)-16d(Face) (6)-16d(Joist) HTU26-1 2940 3340 3600 2175 - - - - (20)-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)-10d x 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 HHU528-2 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 HHUS46 2790 3160 3410 1550 - - - - (14)-16d(Face) (5)-16d(Joist) r� USP STRUCTURAL ('ONNFCTORS� )Al Mffek'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 HHUS48 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 HGU526-3 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 7450 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 7450 3235 - - - - _ (36)-16d(Face) (12)-16d(joist) USP STRUCTURAL CONNECTORS A lMiTek'Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4)-lod(Header) (4)-10d(Header) - T1 JUS24 LUS24 (z)-lod(Joist) (z)-1od(Joist) (4)-lod(Header) (4)-lod(Header) T2 JUS26 LUS26 (4)-10d(Joist) (4)-10d(Joist) (22)-10d(Face-Face Max Nailing) (6)-16d(Carried Member-Face Mount) (6)-10d(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange) T3 MSH422 (6)-lod(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount) (6)-lod(Joist-Top Max Nailing) (2)-16d(Face-Top Flange) (4)-Sod(Top-Top Max Nailing) (4)-16d(Top-Top Flange) (18)-16d(Face) (11)-10d x 1-112(Carried Member) (12)-lod x 1-1/2(Joist) (20)-10d x l-1/2(Carried Member-Max Nailing) T4 THD26 HTU26 (20)-16d(Carrying Member) I (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 l-1/2(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) i (18)-16d(Face) (14)-16d(Face) - T8 THD46 HHUS46 (12)-10d(Joist) (6)-16d(Joist) i i (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) ' I usp . STRUCTURAL - CONNECTORS" A MOW Company r E 6 Y" 4 U_All JUS24 JUS26 MSH422 17, L Y G 1 & r TH D26 TH D26-2 TH D28 I le s THD28-2 THD46 THDH26-2 40, 1 €. ll Ul. 4 THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests,please use engineering sheets to describe the issue or damage,and email to design@altruss.com. Engineering sheets correctly marked with the issue/damage are required. NOTE:Photos of the issue/damage can be included with the engineering sheet,but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted,ductwork or similar obstructions,etc,)please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for"field built'trusses. 4. See example markup details below. BREAK: Use a line to denote the MISSIGi 1 DAMAGED PLATE exact location of the break Circssing or Damaged Plate 1 2 3 3 5 5 T 8 9.,,..... �.., 11 12 13 71 kt2 � d 21 20 18 17 1fi .,W TR U SS MODIFICATION: 7 ALTERNATE 1 REVISED BEARING LOCA71ON: � If truss is too long/short,provide detailed Draw in new location of bearing,and provide dimension of it's location sketch and provide dimensions as needed. 5.00 MISSING PIECE: If there are ISSINIG 1 DAMAGED PLATE: f �' M _ Circle Missing or Damaged Plate multiple breaks,resulting in missing F a � 4 s � BREAK: Use aline Iine to a denote exact location of break SPLIT I CRACK: Denote exact location of damage,and provide length if greater than 12" � . 14 2 DEFLECTION 1� I CR01fi1N= Denote exact location of where the start and out ofp I a n e ~ stop of the issue,as well as dimensions of where the issue occurs.