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Home My WebLink AboutRoof truss info r. y_ I :: ii:'• t i, cii :;iic' lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 �/4�1 :ROOF These truss designs rely on lumber values established by others. :TRUSSES .....•..;A FLORIDA cORPORATION P2 ,,.,Job 68059: A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce,FL 34946 Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE. Lot/Block: 5 k0oe_ rModel:WILSHIRE 1800 Address:9301 POR IDE E, FO X ERCE, FLubdivision: City: County: St Lucie State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 160 MPH Roof Load:37.0 psf Floor Load:55.0 psf This package includes 44 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 A0222113 A01 5/11/17 13 A0222125 C01G 5/11/17 25 A0222152 J7 5111/17 2 A0222114 A02 5111/17 14 A0222126 CO2 5/11/17 26 A0222153 J7P 5/11117 3 A0222115 A03 5/11/17 15 A0222127 CJ1 5/11/17 27 A0222154 VM02 5/11/17 4 A0222116 A04 5/11/17 16 IA0222128 CAP 5/11/17 28 A0222155 VM04 5/11/17 5 A0222117 A05G 5/11/17 17 A0222129 CJ3 5/11117 29 IA0222156 VM06 5/11/17 6 A0222118 A06 5/11/17 18 A0222130 CJ3P 5/11117 30 A0222133 FG01 5/11/17 7 A0222119 A07 5/11/17 19 A0222131 CJ5 5/11/17 31 A0222134 FL01 5/11/17 8 A0222120 A08 5111/17 20 A0222132 CJ5P 5/11/17 32 A0222135 FL01GE 5/11/17 9 A0222121. . .. A09G 5/11/17 21 A0222148 HJ3 5/11/17 33 A0222136 FL02 5/11/17 10 A0222122 1301G 5/11/17 22 A0222149 HJ7 5/11/17 34 A0222137 FL02GE 5/11/17 11 A0222123 B02 5/11/17 23 A0222150 HJ7P 5/11117 35 A0222138 1 FL03 5/11/17 12 A0222124 I B03G 5/11/17 24 A0222151 I J4 5/11/17 36 A0222139 1 FL03A 5/11/17 The truss drawing(s)referenced have been prepared by MiTek Industries,Inc.under my direct This item hasbeen electronically signed and sealed by AnthonyTombo Ill,P.E.. supervision based on the oaramelers provided by A-1 Roof Trusses.Ltd. on 5?1111,7 usingadigital signature. Truss Design Engineer's Name: Anthony Tombo III Printed copiesofthisdacumentare.not_consideredsignedandsealed.The signature muslbe ver fled on an?eleetromccopes;- ---- My license renewal date for the state of Florida is February 28,2019. ��1j1L1ElpA��d NOTE:The seal on these drawings indicate acceptance of professional 1<aA� `rd k engineering responsibility solely for the truss components shown. * +► The suitability and use of components for any particular building is the responsibility of the bpp' e•4(j +' °+� �� building designer,perANSI/TPI-1 Sec.2. The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the construction documents(also referred to at times as'Structural Engineering Documents') + ��s*" ■• sr provided by the Building Designer indicating the nature and character of the work. • Ys a " 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 + f Engineering Documents)are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer(i.e.,Specialty mrcueaonyr F E-Amo,ry romboR..rayc • e �>: Engineer),the seal here and on the TDD represents an acceptance of professional Anthony T.Tombo)III o E s '+ +` + `q engineering responsibility for the design of the single Truss depicted on the TDD only. The E I e N.d. �� y �,f► Buil6.ng Designer is responsible for and shall coordinate and review the TDDs for i !� compatibility with their written engineering requirements. Please review all TDDs and all ".,uuri,ny`�cirbo III,RE , related notes. SEt7�r � Zz- BC Az 21:0o as al :a ac 12'87 0� Page 1 of 2 x . Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. 'TRUSSES A FLORIOA CORPORATION RE: Job 68059 No. Seal# Truss Name Date 37 A0222140 FL04 5/11/17 38 A0222141 FL05 5/11/17 39 A0222142 FL05G 5/11/17 40 A0222143 FL06 5/11/17 41 A0222144 FL06A 5/11/17 42 A0222145 FL07 5/11/17 43 A0222146 FL07G 5111/17 44 A0222147 FL08 5/11/17 45 STDL01 STD.DETAIL 5/11/17 46 STDL02 STD.DETAIL 5/11/17 47 STDL03 STD.DETAIL 5/11/17 48 STDL04 STD.DETAIL 5/11117 49 STDL05 - STD.DETAIL 5/11/17 50 STDL06 STD.DETAIL 5/11/17 51 STDL07 STD.DETAIL 5/11/17 52 STDL08 STD.DETAIL 5/11/17 53 STDL09 STD.DETAIL 5/11/17 54 STDL10 STD.DETAIL 5/11/17 55 STDL11 STD.DETAIL 5/11/17 56 STDL12 STD.DETAIL 5/11/17 57 STDL13 STD.DETAIL 5/11/17 58 STDL14 STD.DETAIL 5/11/17 59 STDL15 STD,DETAIL 5/11/17 60 STDL16 STD.DETAIL 5/11/17 x Page 2 of 2 i I Job Truss Truss Type Qty Ply 68059 A01 Common 3 1 A0222113 I Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:40 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygvB-Hr6oMCS6QbnA61L9M44OJgy9Ux8CCIR64J4KCOzWN2L 1 4-0 5-5-8 13-4-0 21-2-8 26 8-0 1-4-0 15-5-8 7-10-8 7-10-8 5-5-8 .. 4x6= 6.00 F12 Dead Load Defl.=5116 in � 5 3x6 1.5x4 O 4 1.5x4 ii 3 2 6 1 m 2 7� C� 10 17 9 18 8 3x4= 3x8 MT20HS= 3x4= 3x4=_ 3x4= I 8-6-6 18-1-10 26-8-0__.________............� 8-6-0 ' 9-7-5 8-6-6 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.32 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.63 8-10 >511 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC20141TP12067 Matrix-MSH Weight:122 lb FT=0% LUMBER- TOP CHORD 2x4 M 30`Except' 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) T1:2xx 4 SP No.2 Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); WEBS 2x4 SP No.3 BRACING- cantilever left and right exposed;end vertical left TOP CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 1-4-12 oc 3)All plates are MT20 plates unless otherwise purlins. indicated. BOT CHORD 4)Plate(s)at joint(s)7,2,8,5,6,10,3 and 4 checked Rigid ceiling directly applied or 5-10-3 oc bracing. for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)9 checked for a plus or minus 5 MiTek recommends that Stabilizers and required degree rotation about its center. cross bracing be installed during truss erection,in 6)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation ouide chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 7)'This truss has been designed for a live load of 7 = 986/Mechanical 20.Opsf on the bottom chord in all areas where a 2 = 1063/0-3-8 (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,with BCDL= 2 = 72(LC 4) 10.Opsf. Max Uplift 8)Refer to girder(s)for truss to truss connections. 7 = -616(LC 5) 9)Provide mechanical connection(by others)of truss 2 = -750(LC 4) to bearing plate capable of withstanding 100 lb uplift at Max Grav joint(s)except Qt=lb)7=616,2=750. 7 = 1137(LC 9) 2 = 1215(LC 10) FORCES. (lb) LOAD Sta dardSE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2106/1194,3-4=-1834/1002, 4-5=-1753/1024,5-6=-1840/1031, 6-7=-2114/1204 BOTCHORD 2-10=-985/1832,10-17=430/1097, 9-17=-430/1097,9-18=-430/1097, B-18=-430/1097,7-8=-997/1841 WEBS 5-8=-296/679,6-8=-457/517, 5-10=-287/672,3-10=-450/509 NOTES- 1)Unbalanced roof live loads have been considered for this design. ....... imtr.Mssru`td}rninx ds'Mtl}r lrViv>('llr1J'yfiA7s(s:g4:6t01'uRSStnPN^53!O�F:Sp9S.i7fiYgl1'hm.rnht!Rrem„!uv1!ett Mnaati irta€t!gsdtsur7CL;ad'l:F&url.led»G:rE 4Mtru SMelktfn2ne.r'�.'!sssrsv u'daAtrt4,a�r W:`ts!tumz{`sn sh'-MtstikMlLf r.p,s t:s[ssl4,fnG,nv!FA•�aiGrS�sar•ns stria.grsereu!ut!ax:fgz>acns:e4s adxp,!mgns 't!§!4rtwpdwwyhr!xiit:la!fshst36aft.ula ma.'1rEssgs.e:.sr :,4a'q al±as,t�hli:�+ Anthony T.Tombolli,P.E. ' xduedtisin:sbmt*Itm3tiu!egeru2initSs�a:er,e:Catismyvsdyeda4e{r�yStg+¢,nMt.'utdti! ,#e�wmkdceut!tdfxd;ti{Tuq�Mdl4el ciaruN,td9tifa6 �€ :y�q!,:hknualNualskFV4rrz�te!Si;�r$ 4'80083 dl ramrFDy'Y!at(aaLfN)�#1!}tl[StAdf t.Mi a(tl2r(Ri tSa.�r£i0f5 i ikt t6�R,�rtirAtC rdEY f4F[ELE9t11(t(t$�:}Y�h pti�tt,j pi tlL^.Witrit€i4El�QNt0.'f,trt:9fZF!S:±I IIirOt,$1IA36il}�?f 1'E{r�SS iK•yei!i.rfli!�£a firBPU LN:RS1Y,CwiM1]Htl.Rlaf :AtrIIJEFFOt€AjrrsCia n;t!l:jfih+niigtslFrII1113lRF.t{itlr!1556tfr�lt�tYi:ra:'3e tas?er.^nq:x,n i:us hvegrepta!da!laxiz3,4.¢tec;;tdb!csm a et`,te!a I%1. 4451 St.Lode Blvd, [o !Flit fDid A-t teolirnus-Am€:±LlnmEalli,P.L i± adaaiea al!NS datem±m,inno Lm,is sahihited-AwlThe nuren ermissiv-a hem AA led lasses-Amboyl.Iamb III,P.L Fort Pierce,FL 34946 PPS Y P! Y' P P Y I 1 Y Job Truss Truss Type Qty Ply 68059 A02 Hip 1 1 A0222114 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:41 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-12gAaYSkBvvljvwMwocdr1 UKaLT4xCXFJzgtkSzWN2K 13-8-0 �-4r0i 5-5-9 13-0-0 14-4-0 21-2-7 26-M ,28-0-0 7-6-7 0-4- 7-6-7 5-5-9 1-4-0 0-4-0 6.00 12 5x6= Sx6= Dead Load Defl.=5/16 iR 5 6 3x6 3x6 1.5x4 4 7 1.5x4�i cS 3 8 0 2 1 co 2 9 qI1 10I4 13 20 12 21 11 O 3x4= 3x8 MT20HS= 3x4= 3x4= 3x4= 8-6-6 18-1-10 26-8-0 8-6-6 9-7-4 8-6-6 Plate Offsets(X,Y)— f5:0-3-0,0-2-7),f6:0-3-0,0-2-7) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.82 Vert(LL) -0.33 11-13 >960 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 11-13 >493 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:124 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except` 2)Wind:ASCE 7-10;Vult=160m (3-second gust) h 3 d T3:2x6 SP No.2 p ( - ) BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; WEBS 2x4 SP No.3 Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); BRACING- cantilever left and right exposed;end vertical left TOP CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 2-2-0 cc 3)Provide adequate drainage to prevent water purlins. ponding. BOT CHORD 4)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 6-0-5 cc bracing. indicated. 5)Plate(s)at joint(s)4,5,7,2,13,3,11,6,8 and 9 MiTek recommends that Stabilizers and required checked for a plus or minus 0 degree rotation about its cross bracing be installed during truss erection,in center. accordance with Stabilizer Installation guide. 6)Plate(s)at joint(s)12 checked for a plus or minus 5 degree rotation about its center. REACTIONS. (lb/size) 7)This truss has been designed for a 10.0 psf bottom 2 = 1062/0-3-8 (min.0-1-8) chord live load nonconcurrent with any other live 9 = 1062/0-3-8 (min.0-1-8) loads. Max Horz 8)'This truss has been designed for a live load of 2 = 33(LC 4) 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 2 = -748(LC 4) bottom chord and any other members,with BCDL= 9 = -748(LC 5) 10.Opsf. Max Grav 9)Provide mechanical connection(by others)of truss 9 = 1217(LC 9)) to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=748,9=748. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-2108/1186,3-4=-1840/998, 4-5=-1762/1018,5-6=-1234/860, 6-7=-1762/1018,7-8=-1840/998, 8-9=-2108/1186 BOT CHORD 2-13=-934/1839,13-20=-401/1132, 12-20=-401/1132,12-21=-401/1132, 11-21=-401/1132,9-11=-938/1841 WEBS 3-13=-441/499,5-13=-276/660, 6-11=-276/660,8-11=-441/499 NOTES- 1)Unbalanced roof live loads have been considered for this design. 9nny-fl,s,nnsns!r tt.a.WA WIT.-nrw sr!u,sIlin Emsa cgscmas EMT cut urr}urrcr:srwultr n:ntt:ate,m stt:nt N, nt""It.Tull c:u.sdnmre efts M r,us,.sn.iserattan.isu, It WTatrsatffitplda t411ktsed Wa,1131111194.At.1—gum hrwn((e.,Stem4Illit.tt;,ne,sln�'rDi,grt,tdsysrgeaednrpst:sind eyws:ndrerr>:nast,Y.Yt ttsq dlk wj6 itrs,eidd.1.11?u¢,W0111.fetal,es:,%tses,ktr tutein%uit"! Anthony T.TOmbo III,P.E. as.,cart,lR,srr�rtas:<csnt,t,ruwyde,c..-,au,.deoas,d,d.Itsnn:arra,o:,.vn,�ntn.Haan:nCmas.ttte4�ts� tv,afmt tkm,�darntmo-at�e.is.,tdmr:,,,:.awyr�i�,,mnt.askrmatf ;,;t!knr,t4mr�utd =80083 ' oeLat7rtilpnaterzm,r.mtdase!sdufklgcatnsrmcntaotyri:mnd>rr.asg6:sttmstepidt,Fta�,puprucknrl0�ssruns,dntsnerxrdnaRt.lnitnetnsrmai�;nrsaar,d�tt>,io:s;tn.rttnl: ts,<nRttnssu, ana,.dns 4451 St.Lucie Blvd. s9emsiehgslt s(senadryedryn u v,rze Ira}smn unl,d.Ik inss Detl<e G(�„is rgr ne Gitliq gagttyrtLessdtdeEGs2n dtgerlllq.NeryadCd tnxs ne is adnd rc iln. copyright V 2016 Ad Radfrunus-Acthgop LTeab.Ill,1`1 hpsoduuivaalt6is dnownt,in any[elm,isptohlitzdxehom tAe mitten permissianhna A-I YcalTtusses AahooyLTam±o!lI;P.E. Fort Pierce,FL 34946 T t Job Truss Truss Type Qty P 1 ly Hip 1 68059 A03 A0222115 Job Reference(optional) M Al Roof Trusses,Fort Pierce,FL 34946,design@aItruss.com Run:8.020 s Aug,31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:41 2017 Page 1 1 ID:OMsTuGzQH5iful T6OcPcrgygv8-12gAaYSkBvvljvwMwocdrl UNyLZQxFoFJzgtkSzW N2K 1 4-0 7-5-9 11-0 0 15-8-0 19-2-7 26-M 28-M 1 4-0 7-5-9 3-6-7 4-8-0 3-6-7 7-5-9 1-4-0 v 4x4= 4x4= Dead Load Defl.=318 in 4 5 6,00 12 1.5x4�� 1.5x4 3 6 0 N 1 2 7 0 1 8 Iti 11 10 9 0 4x4= 3x6= ' 3x4= 3x4= 4x4= 11-0-0 15$-0 26-8-0 11-0-0 4-8-0 11-0-0 Plate Offsets(X,Y)— (2:0-2-8,Edge),(7:0-2-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. bEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 9-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.59 9-17 >545 240 BCLL 0.0 Rep Stress Incr. YES WB 0.19 Horz(TL) 0.05 7 We n/a, BCDL 10.0 Code FBC2014 TP12007 Matrix-MSH Weight:119 lb FT=O°/ LUMBER- TOP CHORD 2x4 SP No.2 3)Provide adequate drainage to prevent water BOT CHORD 2x4 SP M 30 ponding. WEBS '2x4 SP No.3 4)Plate(s)at joint(s)4,5,2,11,3,9,6 and 7 checked BRACING-TOP CHORD for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)10 checked for 9 plus or minus 5 Structural wood sheathing directly applied on 3-10-10 oc degree rotation about its center. BOT CHORD pT 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Rigid ceiling directly applied or 8-7-7 oc bracing. loads. MiTek recommends that Stabilizers and required 7)`This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation uide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= REACTIONS. (lb/size) 10.0psf. 2 = 1062/0-3-8 (min.0-1-8) 8)Provide mechanical connection(by others)of truss 7 = 1062/0-3-8 (min.0-1-8) to bearing plate capable of withstanding 100 lb uplift at Max Horz joint(s)except Qt=lb)2=738,7=738. 2 = 33(LC 4) Max Uplift 2 = -738(LC 4) LOAD CASE(S) 7 = -738(LC 5) Standard Max Grav 2 = 1212(LC 10) 7 = 1212(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)on less except when shown. TOP CHORD 2-3=-17961993.3-4=-1545/879, 4-5=-1359/825,5-6=-1545/879, 6-7=-1796/992 BOT CHORD 2-11=-703/1518,10-11=-429/1273, 9-10=-429/1273,7-9=-704/1519 WEBS 3-11=-361/393,4-11=-207/467, 5-9=-207/467,6-9=361/393 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second,gust) Vgsd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; "Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); / cantilever left and right exposed;end vertical cleft exposed;Lumber DOL=1.60 plate grip DOL=1.60 tlnhr FlewgamEYr rziK>i tle'FI IOr,E 1I=m-oar siol(ntus a[Dz0i11@li tDliOYi lUfrS:E1'EDbtEllSY:kr lun lritr feup PaRz!hn of rnlwh!ued!rnnh!i7a luebgP[.j ultl.lafurl,bsl.Y,Pf.ihn�SW!Edae na.hluaaMr.i!e!atel nP.e RD,oat ' Wmiee[riarm�eaouniP tar;rsuaiMr.la�.an.NmVeaMu.sa11a1d1 Kh21lDenf,rmn!e;mrae�.saty , . 34tiuditnth Ln : ,. m , , MthonyT. II,P.E.d 1az-1i, hist 80083 "rE 44515=t.Lucie Blvd. anemrb 11rar+rou7apatryn9anDaa h,a7 rcCn"Whit.I'll halt D.V hltxrh[7ltlrlsnialhdrw;uLnsSr!laz hfit.day W119.NaryadM'na;—S d6d.141. Fort Pierce,FL 34946 (Dpyright99416A-IHaallnsses-AnhDDyLlDnhaY6P.E Rrraianivaalthislbramem,;aDnyhrm,isPta4�itzdrahoot�[emirteepermissionham6-IAaalLesszs-uthanyl.tanha!ll;P.F. ' Z Y Job Truss Truss Type Qty Ply 68059 A04 Hip 1 1 A0222116 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:42 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-DEEZntTMyD1 uL3VYlV7sOF1YJktUgimPXdZRGuzWN2,1 1 4-0 6-3-6 9-0-0 13-4-0 17-8-0 20-4-10 26 8-0 28-0-0 1 4-0 6-3 6 2 8-10 4 4-0 4�-0 2-8-10 6-3-6 14-0 4xB= 4x4 Dead Load Defl.=3116 ifi = 12 4 5 6.00 12 1.5x4 O 1.5x4 3 6 3 � ' o c 1 an 2 7 m 0 1 8 ]a 11 10 9 0 3x4= 3x4= 3x6= 3x8= 3x4= 9-0-0 17-8-0 26-8-0 9-0-0 8-8-0 9-0-0 Plate Offsets(X,Y)— (2:0-2-0,Edge],(4:0-5-0 0-2-01 [5:0-2-4 0-2-4] [7:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.10 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.28 11-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.07 7 n/a n/a BCDL 10.0' Code FBC2014/TPI2007 Matrix-MSH Weight:125 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except*2x 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=160m h(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h15ft; WEBS BOT CHORD 2x4 SP No.2 Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); BRACING- 2x4 - No.3 cantilever left and right exposed;end vertical left TOP CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 4-2-5 oc 3)Provide adequate drainage to prevent water purlins. ponding. BOT CHORD 4)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 6-10-5 oc bracing. rotation about its center. WEBS 5)This truss has been designed for a 10.0 psf bottom 1 Row at midpt 4-9 chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 6)'This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation uide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 7)Provide mechanical connection(by others)of truss 2 = 1062/0-3-8 (min.0-1-8) to bearing plate capable of withstanding 100 lb uplift at 7 = 1062/0-3-8 (min.0-1-8) joint(s)except at—lb)2=729,7=729. Max Horz 2 = 33(LC 4) Max Uplift LOAD CASE(S) 2 = -729(LC 4) Standard 7 = -729(LC 5) Max Grav 2 = 1139(LC 10) 7 = 1139(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-17351998,3-4=-1560/934, 4-5=-1403/886,5-6=-1 5601934, 6-7=-1735/998 BOT CHORD 2-11=-725/1473,10-11=-553/1333, 9-10=-553/1333,7-9=-727/1475 WEBS 3-11=-220/256,4-11=-1 02/382, 5-9=-101/382,6-9=-220/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. IF-1-F— Heats;ktur 0311 I'm s anmrt:n usr(lill 14'}unnaummI—trnrofim,.:,q—erne�,nes,r,rnUnit,un.ylln:,aaa,tmnrl.l.I.In'P. sw.I.is+ram,.edrn A..".rnrenn,ro.nit WTatr,amredurl,14,ldlr S WvI,rdd.l„irns Ontx hl—fie,lp,mrr&I-r),n,,.1.n s1Ip;rsFmrets n.rgemdmruft;deym:noq'mpsaa�f,11k0p,12,mr!,t.ss errslelarxM,dptittIN1.I'rlop n:r."j,1.izi.r4ti,rt wtW.dr 'd-dNO.—r...tr.iu.glrc..g ail'I'a,dm.,e.emn,MWarh„e.n,arn%owv.,4n,nmddtl,uce,111. 4.1Wrgree, fTN1 v,n:..iaa.mo.e.rnda.:,rn,r�,;aae�g.u3.d.g,,o,c«n;anly l a n,Fmr,anrd MthonyT.Tombo III,P.E. o,k7 h:v I6",d..Nafus�.d'ulrld:nln, f,,,se a dmsdmrdl 6. iSah Id,+z.x;tt d64:e1 ffn7!lUaT+dnendfx met a 80083 n� r� r -nte h SUr t i i •In1en.tnrnss+�enwaMsaxlrnsov,,.,;r.s,o,:y,ar,.n;la,:r�.d,nr.,nins 4451 St.Lucie Blvd. rnerm,eta,dh.:.om,y.agnx.taalr ei rvvnin,nri.lse tn,so,rr.ur�,n[-Inr taurctumq....lrnsslm:[ge.r,g r,umq.,ui rgnana M.s n,na�.l�Trt(oP;night t'0101G Ad AaafLussas-Acthdnyi.Tampa Ill,P.E.Repredurian of this d"o—le in any form,is prah3ited x9hom the mitten Permission from A-IRooffmssec-Acihonyl.Iamb III,P.I. Fort Pierce,FL 34946 t t Job Truss Truss Type Qty Ply 68059 A05G Hip Girder A0222117 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:43 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-hQox?DUJW91zD4k1 Ce5xSZe38ChP_RYmGJ_pLzWN21 -1-4-0, 7-0-0 13-4-0 19-M 26-8-0 28-0-0 1-4-0 ' 7-0-0 6-4-0 6-4-0 7-0-0 1-4-0 Dead Load Defl.=5/16 in .5x10 MT20HSc x6 I I 5x10 MT20HSzz I 6.00 12 s7 Ivi 0 7 2 01 6 m 1 7 jo 10 21 22 9 23 24 8 3x6— 1.5x4 11 5x8= 1.5x4 11 3x6= 7-0-0 13-4-0 19 8-0 26-8-0 ` 7-0-0 6-4-0 6-4-0 7-M Plate Offsets(X,Y)— [2:0-2-12,0-1-81,[6:0-2-12,0-1-81,[9:04-0,Edge) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.36 9-10 >885 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.52 8-9 >619 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr, NO WB 0.89 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight:121 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; WEBS 2x4 SP No.3 Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); Standard BRACING- cantilever left and right exposed;end vertical left Concentrated Loads(lb) TOP CHORD Vert:3=-169(F)5=-169(F)10=-356(F)9=-131(F) exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied. 4=-219(F)8=-356(F)17=-110(F)18=-110(F) BOT CHORD 3)Provide adequate drainage to prevent water 19=-11O(F)20=-11O(F)21=-65(F)22=-65(F) Rigid ceiling directly applied or 4-6-14 oc bracing. ponding. 23=-65(F)24=-65(F) 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 guide. rotation about its center. 6)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 2 = 2112/0-3-8 (min.0-2-10)' loads. 6 = 2112/0-3-8 (min.0-2-10) 7)•This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 2 = 33(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members. 2 = -1707(LC 4) 8)Provide mechanical connection(by others)of truss 6 = -1707(LC 5) to bearing plate capable of withstanding 100 Ib uplift at Max Grav joint(s)except Qt=lb)2=1707,6=1707. 2 = 2231(LC 20) 9)Hanger(s)or other connection device(s)shall be 6 = 2231(LC 19) provided sufficient to support concentrated load(s)349 lb down and 410 lb up at 7-0-0,179 lb down and 211 FORCES. (lb) lb up at 9-0-12,179 lb down and 211 lb up at 11-0-12 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,179 lb down and 211 lb up at 13-0-12,179 lb down when shown. and 211 lb up at 13-7-4,179 lb down and 211 lb up at TOP CHORD 15-7-4,and 179 lb down and 211 lb up at 17-74,and 2-3=4129/3067,3-17=-4851/3648, 349 lb down and 410 lb up at 19-8-0 on top chord, 17-18=-4851/3648,4-18=-4851/3648, and 392 lb down and 394 lb up at 7-0-0,86 lb down 4-19=4851/3648,19-20=-4851/3648, and 22 lb up at 9-0-12,86 lb down and 22 lb up at 5-20=4851/3648,5-6=-4129/3067 11-0-12,86 lb down and 22 lb up at 13-0-12,86 lb BOT CHORD down and 22 lb up at 13-74,86 lb down and 22 lb up 2-10=-2555/3597,10-21=-2567/3620, at 15-74,and 86 lb down and 22 lb up at 17-74,and 21-22=-2567/3620,9-22=-2567/3620, 392 lb down and 394 lb up at 19-74 on bottom chord. 9-23=-2570/3621,23-24=-2570/3621, The design/selection of such connection device(s)is 8-24=-2570/3621,6-8=-2557/3598 the responsibility of others. WEBS 10)In the LOAD CASE(S)section,loads applied to the 3,10=-308/664,3-9=-934/1352, i face of the truss are noted as front(F)or back(B). 4-9=-905/917,5-9=-934/1352, 5-8=-308/664 LOAD CASE(S) NOTES- Standard 1j Unbalanced roof live loads have been considered for 1)Dead+Roof Live(balanced):Lumber Increase=1.25 this design. ,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-5=-54,5-7=-54,11-14=-20 amhg.rl�nnmryspn:..n,yaraxnosltsruia';;reatl rnusaeaxmncssrAlDut-wt�';uugalrDDUExrl,;n remra,inr�x-mnrKn,leds,nm,lnssad�on.�p66;mmmtm>:rt.rmt.�et.tdun.,sw<ntdnK.rxum�n.�,m,lmnrlw.mrl mT¢i ,mrddn,uus:meesrr,lres,r„dtl,sT�:su:s. irk;rCu,s�., rFps;ne:�nmprt„q,mmsm,v .,trnRk:w,andsgmr +rrn+lnmewplmsets,.annemr,dr,rFialnL n2asgxmvarss:<,r,�wm+ as.ua>sary Ar,thonyT.Tombo III,P.E. al nedh,Lns lxmt Hihr.isne nsrmaSrtd46nn,suD.xd,rmhmdrgdnn;blByDnpe,u&rtdeddARGnr lGdne dsl?ilpq caHW M L lhWdd&IDDx Iefk9.udA,Tnn,edNvt teuihy dxrye,vdd:meni kns6 sid:l.Dr n,+n,u3dtd =60083 0 e4lfagD:sig aibmah./Cotessdxdh�iDCnlnetnf,e n!Pu fandfxtdSrir tsenlSah¢dnaeCaM1lSRrd6;k!ITlnicim—d—dn'J-dsatf—inIedwk"'J.SuMn W-Io Lns0.tipe,T,essD it,y eaullnnVafiane,,orhss ' .en.e,ld=rnr;rmm ed lmca El!,tinbnh±iIhT—Dopler— , , TFL 4451 5t.Lucie Blvd. I Fort Pierce,FL 34946 Upyrigh J 2Q16 Ad RoolTrosses-kthonyT.1-wh 111,P.F.Replauaiaa of this dammeat,in any form,is p ohlitei r9houithe mitten per aissiau from A-I roof Tmsses kthDnyLTosSa Ill;P.E. I Y Job Truss Truss Type Qty Ply 68059 A06 Hip 1 1 - A0222118 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:43 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-hQox?DUJ W91zD4k1 Ce5xSZg388YP6_YmGJ_pLzW N24 13-8-0 - -1-4-0, 5-5.9 13-M 1$�-0 21-2-7 26-8-0 28-0-0 '1�-0' S-5-9 ' 7-6-7 0-4 7-6-7 5-5-9 1A-0 5x6 5 6= 6.00 12 Dead Load DeFl.=5/16 ir4 5 6 3x6 3x6 4 7 1.5x4 ice, 3 2 8 I� 4 ' 1 n 2 gel 12 19 11 20 10 3x4= 3x8 MT20HS= 3x4= 3x4= 3x4= 8-6-6 18-1-10 26-8-0 8-6-6 9-7A 8-8-6 Plate Offsets(X,Y)— [5:0-3-0,0-2-71,[6:0-3-0,0-2-7] 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) -0.33 10-12 >960 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 10-12 >493 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight:122 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2'Except* T3:2x6 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; WEBS 2x4 SP No.3 Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); BRACING- cantilever left and right exposed;end vertical left TOP CHORD exposed;Lumber 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 purlins. ponding. BOT CHORD 4)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 5-10-11 oc bracing. indicated. 5)Plate(s)at joint(s)4,5,7,2,12,3,10,6,8 and 9 MiTek recommends that Stabilizers and required checked for a plus or minus 0 degree rotation about its cross bracing be installed during truss erection,in center. accordance with Stabilizer Installation guide. 6)Plate(s)at joint(s)11 checked for a plus or minus 5 degree rotation about its center. REACTIONS. (lb/size) 7)This truss has been designed for a 10.0 psf bottom 2 = 1063/0-3-8 (min.0-1-8) chord live load nonconcurrent with any other live 9 = 986/Mechanical loads. Max Horz 8)'This truss has been designed for a live load of 2 = 72(LC 4) 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 2 = -748(LC 4) bottom chord and any other members,with BCDL= 9 = -614(LC 5) 10.Opsf. Max Grav 9)Refer to girder(s)for truss to truss connections. 2 = 1217(LC 10) 10)Provide mechanical connection(by others)of truss 9 = 1140(LC 9) to bearing plate capable of withstanding 100 lb uplift at FORCES. (lb) joint(s)except(jt=lb)2=748,9=614. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-2109/1188,3-4=-1841/1000, 4-5=-1763/1020,5-6=-1235/863, 6-7=-1764/1022,7-8=-1843/1002, 8-9=-2111/1191 BOTCHORD 2-12=-979/1835,12-19=-442/1126, 11-19=-442/1126,11-20=-44211126, 10-20=-442/1126,9-10=-982/1837 WEBS 3-12=-441/499,5-12=-275/660, 6-10=-279/663,8-10=-443/501 NOTES- 1)Unbalanced roof live loads have been considered for this design. 0ensl.flene:xrs�^h;�ie?Frw'11 i}FPPSvsirlti2'F riAHtC'lu.SitQCiStM I€:1%�7'i9Rt�.:rK94;rPfu:4t'hie,tu�hcit r^.re?!sdieeteaneJxs;msP>?ys:n.hiilC:;mil#,h4eg1.'eas0.11.rek:rte S:rnletue ne Css;s c�., a s:sdnac'r4,Ri; 4i:el:esrtxr i,q3 hs rs•dhWiGrhis,wd l:erross;e:a�fe;iseo ..ilecs47:gnu.s ssa escort@@mrnszs rexcrhs.edh sekl I �seursg e.7mtiilhtnCe[s dtredo;isLassei�Hme(,PeEt;.ttia OIL iirG rena;tim:,ls's; r ,ssldCt; adssedAn trr.sessa,bit u�ssr esa ad. er wCsmi s'a+le,dnnereks l 1 vr �'ie w w Anthony T.Tombo III,P.E. t 1 i ,e : d;a,sr.4��.a ldr w ahxt fu.1v Mdh 1 @ci .u d2e ,,.:,K a da•,asx&a rZtx ,t�h _ N we 6 =80083 t y elheo -za>,:sewaaer :emle es��i e,�al yc�ss�tb mena�il;sagr,aliuoe r,ev� rn�ei cantd,eesle,ale, a,rmltnesra.resse�,rrsna,h ,eten;sra�rn,,hss 4451 St,LucieBlvd. ZIatuain hv:drysGCrl.�,reerrykhezybrr.cRrnes ksei•ellles•ns@euphraer,;Sil.ks raex s;Psst�.r�rTss 3tueerh;neudslhsre,er,:urd;-n3a•¢:ms;h4edailk{, loprigN0i01A A-hoof lasses-kikerl-imbs ill,P.L iepmdwiaa d15is dasomem.is my ferr„is prakitoed.it5ed she rriceo permissiet I'mA-1 boll asses-Aethayl.lodt III;P.E Fart Pierce,fl 34946 t r I Job Truss Truss Type Qty Ply 68059 A07 Roof Special 1 1 A0222119 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s•Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:44 2017 Page 1 I D:O MsTuGzQH5ifu 1 T6OcPcrgyCjvB-9cMJCZVcUgHca Mfxbw9KTg6sUYZABbXh?w2YLnzW N 2H 26-8-0 i-1-4-0 7-5-9 11-0-0 15-8-0 18-6-4 1,9-2$ 22-5-6 24-8-2 26-0-8 7-5-9 3-6-7 "_o 2-10-4 -8 3-2-14 2-2-12 1-8.6 0-3-8 4x4= 5x6 zz Dead Load Defl.=3/8 in 4 5 1.Sx4�i 4x4= 3x4= 6.00 12 1.5x4�� 6 9 3 �T4-- m 1.5x4:;V 3 ,W4 W5 $ 1 8i v os 2 YI1 .-..................-_..........._.....—— o 13 12 11 10 4x4= 3x6= 3x8= 3x4= 6x8= 11-M 15 8-0 18-6-4 26-8-0 11-M 4-8-0 2-10-4 8-1-12 Plate Offsets X,Y)— 12:0-2-8,Edge],[5:0-4-12,Edge],[9:0-1-8,0-1-81,[10:0-8-0,0-0-41 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.26 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL I 1.25 BC 0.62 Vert(TL) -0.68 10-11 >470 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:149 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) BOT CHORD 2x4 SP M 30 Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; WEBS 2x4 SP No.3 Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); BRACING- cantilever left and right exposed;end vertical left TOP CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 4-0-7 oc 3)Provide adequate drainage to prevent water purlin, except end verticals. Except: ponding. 1 Row at midpt 6-8 4)Plate(s)at joint(s)4,5,10,6,2,13,3,11,7,9 and BOT CHORD 8 checked for a plus or minus 0 degree rotation about Rigid ceiling directly applied or 7-3-15 oc bracing. its center. JOINTS 5)Plate(s)at joint(s)12 checked for a plus or minus 5 1 Brace at Jt(s):8 degree rotation about its center. MiTek recommends that Stabilizers and required 6)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 n1lifip. loads. 7)-This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 10 = 961/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1080/0-3-8 (min.0-1-8) bottom chord and any other members. Max Horz 8)Refer to girder(s)for truss to truss connections. 2 = 339(LC 4) 9)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 100 lb uplift at 10 = -577(LC 5) joint(s)except at--lb)10=577,2=721. 2 = -721(LC 4) 10)Graphical purlin representation does not depict the Max Grav size or the orientation of the purlin along the top and/or 10 = 1023(LC 9) bottom chord. 2 = 1156(LC 10) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-1668/955,3-4=1416/841, 4-5=-1242/791,5-6=-1385/808, 6-7=-1412/894,7-8=-1520/990, 8-10=-1524/983,9-10=-257/140 BOT CHORD 2-13=-977/1467,12-13=-68611231, V-12=-686/1231,10-11=-892/1458 WEBS 3-13=-364/393,4-13=-196/418, 5-11=-118/376,7-11=-330/293 I NOTES- 1)Unbalanced roof live loads have been considered for this design. I Aeszl.Nass3sslV,+«!Rafts'!t F7a Rosulzusu'r EJ:Jet rtt93 t iCGf;7K:!)1@nt'o-i!Q�lilMOS.�4Y:9rMv,rM;kc1!laesssssa3rME:k:afts irssa E;;ip;rn�lflC[;cdlk:3f9en,l.:rm4Ltt.Ufnsm Steelldde nc Csas r'srrs.Ltd a'»a?CA,ai! sh:`el:wA rp':>'et ssr'•kn'dfetx R$Rle ral ls.i.:s;e:nteluea�e,Slea9l�lirsj�v srMaarlF6nxrsti':azsressdRs€hsxmlrsgmrn0l:rgas l,.�fn 6ressipd4esR,'bBrss ispihla6e n9alr.atn if{1,Nttsil.mms.s,br.'grf at,sulaia. Anthony T.Tombo Il-, P.E. aanrdcnunAoln�lumrrgar,f� aae.,esa�ca.ldaat l� .urxo�md eriexatnRdledl::tdru.ruyreaarelauealsrn,rartrrc li anir,3aaa�>a uewrxrwau:rrd >80083 ' 3<Ia:lul:e;:lr_alkwcnu.3Am�ssetnt ®rl"..J�pslrslts�larinntix�N�Gc [S.adits eraal6fltt1isk10!'N,aISS:lm,ehamedfrtla�il fa�,19r!!s`.uoMaslark.damlL]eso-'@trms3m7csgrron6sinblaeaw?nssite3mts�,uiss 901 44515t.LudeBlvd. x .fa4snrrhaCedsspalRsah>?s,3ye€Kees ald'tsT:as6e>del;nxnssr>•;.arlEa�lm.erms:ld:aupasaalievy.tsulr€adm,~ma!>dnnN. Fort Pierce,FL 34946 ropye'19101916 A-1 Rod lasses-Ar ay 1.lomla 111,P,E,ieprodauiaa al4tisdotaxoi.in ray term,is pm9i6'rrd.o6oaf iderrirren permissiaa SomA-1 taaiirusses-Aatfieryt.lam'uatll,P.E x ? Job FAOs8 Truss Type Qty Ply Job Half Hip 1 1 A0222120 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:44 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygvB-9cMJCZVcUgHcaMfxbw9KTg6p6YWd8Qvh?w2YLnzW N2Hs "1 4-0 6-3-6 9-0-0 13-6-12 22-1-4 26-M 0 6-3-6 2 8-10 4-6-12 8-6-8 4-0-12 ! 44= 3x4 3x4 3x6= Dean wl Defl.=114 inr = = 3 4 5 Ta 6 7 6.00 F12 j W1, 2 2 c� 2 �1 11 10 9 8 3x6= 3x4= 3x6= 3x4= 5x6= 9-0-0 17-10-0 26-8-0 9-0-0 8-10-0 8-10-0 Plate Offsets(X,Y)— (2:0-2-12,0-1-81,f3:0-2-4,0-2-41,(8:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.15 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.39 8-9 >809 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:132 Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 3)Provide adequate drainage to prevent water WEBS 2x4 SP No.3 ponding. 4 Plates checked for plus or minus 0 degree BRACING- ) P gr e TOP CHORD rotation about its center. Structural wood sheathing directly applied, except end 5)This truss has been designed for a 10.0 psf bottom verticals. chord live load nonconcurrent with any other live BOT CHORD loads. Rigid ceiling directly applied or 6-1-15 oc bracing. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3-6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection,in bottom chord and any other members. accordance with Stabilizer Installation guide. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 8 = 960/Mechanical 2 = 1078/0-3-8 (min.0-1-8) joint(s)except Qt=1b)8=564,2=713. Max Horz 2 = 364(LC 4) LOAD CASE(S) Max Uplift Standard 8 = -564(LC 5) 2 = -713(LC 4) Max Grav 8 = 1013(LC 9) 2 = 1146(LC 10) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1567/769,3-4=1358/795, 4-5=-1268/665,5-6=-1268/665 BOTCHORD 2-11=-794/1348,10-11=-896/1502, 9-10=-896/1502,8-9=-527/861 WEBS 3-11=-32/399,4-11=-317/146, 4-9=-342/337,6-9=-202/595, 6-8=-1220/764 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf,h=15ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1,60 ARzsj.flrnl�isslrlt!kiP.I'Flia:ROSi5�SUa'}4s.R3s[iN?+.SEN1Br�iS:PlC4i'tf!0'12;Se7A::'6Y:11'hrn.Seid!1!Eer}nexCinci!eeteew ax Rs inrf:J;,Emui+,7PPrv14:Se!nnl.h:aeN,r:.l!n:r:!Slnttihsreu.ESsscw>;ie s7eel aS>.7[U,re17 L!rb:erxfwrt:.,,#Sle�,x+tafx lCfhSs nti R!ei n3a: ielir ns e...yeeegire,xe �sn'ee exilUpnsrns�snwupcexRs>=eRs roxela�nrnirrnpros.:agtwwenlptdw!ieghlnseialydaw(16xFr;wtn lTl 1.�uG jeassxs(r;.imxr mG.'as,szhbu1t .<tNv!(n,wuwt�u n,s 5wtrz9 deGetisv4a'dry!tlune}ier9¢m,u6nunitt.Y Cufehdi q ¢1iNiSa4Fr�dRel aiet'il d m,u uls ay.uug;�.elwrdn�}celie �d Anthony T.80083 t;,P.E. Ztxar<mrt! ndtrwsrs of r!n�cnrra�e�razwes,�.usmras�mrasstl am,aaa} :woe Ris,a�era!a;d y e a«n!rrn:!senira arercn!,twonsa ,.rn,raGnrs«!!een:su�a,en7,ah!s t tt. 0We a#naiu 4'uet'r.�vJ ec! uhsc' I.rP auheL itei.yr 7e h B�(#e rn a:esi.:,a iussSnhnh erdmd+%W 44,.1 St.L'J[iP.Blvd, q _ +f '�I ! uF ihre'" i Sne T;:syik.elh;x!ae rsltudn SP61. CopyrirCt .Ji6A-IRaolTnsses-Anlhaayl.toa'wo1Si,F.F.bpsnda(6aalI%datgmeat.in Gay lass,ispmhbited.abcaSthtwrireapemissio;SOMA-i Rod Ifusses-Anihecyl,10do SI,F.E Fort Plerce,FL 39946 � f I Job Truss Truss Type ly 68059 A09G HALF HIP GIRDER 117 1 A0222121 ' Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:45 2017 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrgygv8-dpwhQvWEF8PTCW E79dgZOtfzeytitusrEao5tDzWN2G -1-4-0 7-0-0 13-7-5 20-0-14 26-8-0 1-4-0 7-0-0 6-7-5 6-5-9 6-7-2 ~ Dead Load Defl.=5/16 in 4x8= 1.5x4 II 5x6 = 3x4= 3x8= 4 5 6 7 6.00 12 i as 2 °[1 - 11 24 25 2610 27 28 29 9 30 31 32 8 3x6_ 1.5x4 II 5x8= 46= 3x8 MT20HSII i 7-0-0 13-7-5 20-0-14 26-8-0 7-0-0 6-7-5 fi-5-9 6-7-2 Plate Offsets(X,Y)- [3:0-5-0,0-2-0),[5:0-3-0,Edge),[8:0-3-8,Edge),[9:0-2-12,0-2-0),[10:0-2-12,0-3-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.33 10-11 >954 360 MT20 244/190 TCDL 7.0 Lumber DOL ' 1.25 BC 0.73 Vert(TL) -0.51 10-11 >628 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr,, NO WB 0.89 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014FfP12007 Matrix-MSH Weight:135 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 10)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP M 30 BOT CHORD provided sufficient to support concentrated load(s)181 WEBS 2x4 SP No.3"Except" 2-11=-2470/3392,11-24=-2483/3416, lb down and sufficient lb up at support concentrated lb down and 211 W2,W3:2x4 SP No.2 24-25=-2483/3416,25-26=-2483/3416, lb up at 9-0-1 2,179 lb down and 79 l lb up at 11-0-12 OTHERS 2x4 SP No.3 10-26=-2483/3416,10-27=-2241/3279, ,179 at down and 211 lb w a d 211 179 lb down BRACING- 27-28=-2241/3279,28-29=-2241/3279, and 211 lb up at 15-0-12,p at lb down and 211 lb up TOP CHORD 9-29=-2241/3279 at 17-0-12,179 lb down and 211 lb up at 19-0-12, Structural wood sheathing directly applied, except end WEBS 179 lb down and 211 lb up at 21-0-12,and 179 lb verticals. 3-11=-310l676,3-10=-656/1111, down and 211 Ib up at 23-0-12,and 179 lb down and ROT CHORD 4-10=-788/791,6-10=-964/1297, 211 lb up at 25-0-12 on top chord,and 392 lb down Rigid ceiling directly applied or 4-7-14 oc bracing. 6-9=-1397/1249,7-9=-2506/3666 and 394 lb up at 7-0-0,86 lb down and 22 lb up at WEBS 9-0-12,86 lb down and 22 lb up at 11-0-12,86 lb 1 Row at midpt 7-9 NOTES- down and 22 lb up at 13-0-12,86 lb down and 22 lb MiTek recommends that Stabilizers and required 1)Wind:ASCE 7-10;Vult=l60mph(3-second gust) up at 15-0-12,86 lb down and 22 lb up at 17-0-12,86 cross bracing be installed during truss erection,in Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; g g Cat.II;Exp 8;Encl.,GCpi=0.1B DL Exterior(2); lb down and 22 lb up at 19-0-12,86 lb down and 22 lb accordance with Stabilizer Installation guide. ( ); up at 21-0-12,and 86 lb down and 22 lb up at cantilever left and right exposed;end vertical left 23-0-12,and 86 lb down and 22 lb up at 25-0-12 on REACTIONS. (lb/size) exposed;Lumber DOL=1.60 plate grip DOL=1.60 ( ) bottom chord. The design/selection of such 8 = 2 Mechanical 2)Provide adequate drainage to prevent water connection device(s)is the responsibility of others. 2 1973/0-3-8 3-8 (min.0-2-8) ponding.. 11)In the LOAD CASE(S)section,loads applied to the Max Horz 3)All plates are MT20 plates unless otherwise face of the truss are noted as front(F)or back(B). 2 = 299(LC 4) indicated. Max Uplift 4)Plate(s)at joint(s)3 checked for a plus or minus 4 8 = -1502(LC 5) degree rotation about its center. LOAD CASE(S) 2 = -1521(LC 4) 5)Plate(s)at joint(s)5,7,8,2,11.10,4,6 and 9 Standard Max Grav checked for a plus or minus 0 degree rotation about its 1)Dead+Roof Live(balanced):Lumber Increase=1.25 8 = 2216(LC 15) center.2 = 6)This truss has been designed for 10,0 2093(LC 16) bottom chord live load nonwncurrent with any otherr live Uniform Loads(plf)Plate Increase=1.25 live Vert:1-3=-54,3-7=-54,8-12=-20 FORCES. (lb) � loads. Concentrated Loads(Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)'This truss has been designed for a live load of Vert:3=-110(B)11=-356(B)15=110(B)16=-110(B) 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the 17=-110(B)18=-110(B)19=-110(B)20=-110(B) TOP CHORD 21=-110(B)22=-110(B)23=-110(B)24=-65(B) 2-3=-3838/2669,3-1 6-17= 387/3, bottom chord and any other members. 25=-65(B)26=-65(B)27=-65(B)28=-65(B) 15-16=-438713056,16-17=-4387/3056, I 8)Refer to girder(s)for truss to truss connections. 2g=_65(B)30=-65(B)31=-65(B)32=-65(B) 4-17=-4387/3056,4-1 8=-4421130 8 9, 9)Provide mechanical connection(by others)of truss 5-18=-4421/3089,5-1 9=-4 42113 0 8 9, to bearing plate capable of withstanding 100 lb uplift at 19-20=4421/3089,6-20=-4421/3089, - joint(s)except Qt=lb)8=1502,2=1521. 6621=-3279/2241,21-22=3279/2241, 22-23=-3279/2241,7-23=-3279/2241, 7-8=-2072/1507 BOT CHORD 2-11=-2470/3392,11-24=-2483/3416, 24-25=2483/3416,25-26=-2483/3416, 10-26=-2483/3416,10-27=-2241/3279, 27-28=-2241/3279,28-29=-2241/3279, ....... ....... ifary.Pknt;srra�Ar,e!Mtdt'41 PkFBUSwi5t117}RRttr[.�iti4:EtOCiT,:ZIS:€SIW!{'E%!(r7St[C3M1:�fMfRffein.tt<fi htlnroecek«si,eet taca4ti,in!r f�a>eEmh=iICFWlke7fiu!I.IexgiiLr,.UtrstitSieaErh«ne lS`nr�r.,s�r reel ntetf0,«Ir tell-j.P.MI,n!ltaM Wbwrad astT?ss.tap''aSissn¢_a,arCaCrxixa�a.e#nsriFE«prtur!-4!.r d6esftutill",uI tq,,,&j fa Wn:p Ohl s.;41-igddac,r57eeh,atsi 61-I.1a9s:ip+nv�lys.iasfsY3es.uir9�,e r rdneaan o-n:ra m,kE «er«, rnmm.^uee,tiee•ttirttmvd .aaml m s - Anthony T.Tornbo 111,P.E. ' f + m l 4 ,utx, nadx. �atcndaxa;tl:as;na.r.gpdamt o-lur�tu,a ;,au its mq raay.:lr,r�nretrx, ward 80083 a:a ml e� ale«�R,.wuer:dwemrroaltnl x+�}}sae «na«r l�� s d�tttsrrAr uatrvn«es aat,d,�dtnp lei rti,.m:l en tt«q«w ernitm:dart,:ssv r,tn &c«6ruuat grt sYsd an edesr 4451 SLIWe Blvd. ¢teri«kSadSt a rated rr,«lqw 4+a>aelr aRrcaesnNrrt;€etenr 6eup&Ssrse of#,tzraa Ststpr.v(+n Sis«swSieee,amletel 2l«1d.4Rrmn theta tF€i, Fad Pierce,FL 34945 Capgigtt0iDIBA-1 loci Times-Amfacyl.lamEa III,P.L iaproduo;aaait6itdammeaGinaay(_abisprahib0rl.it6aca6e�rireopermisiwahamA-ltaailnsses-Aat6aayl,lo>clalli,P.E 4 T Truss Truss Type QtyPly68059 B01G Common Girder 1 A0222122]Job 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 3112016 MiTek Industries,Inc. Tue Mar 28 16:00:46 2017 Page 1 ID:OMsTuGzQHSifu 1 T6ocPcrgygv8-6?U3dFWtORXKggpJiLBoY5BD2M FScPb_SEXePgzW N25: 4-11-7 9-8-0 14-4-9 19-4-0 11-7 4-8-9 4-8-9 4-11-7 4x4 11 Dead Load Defl.=3/16 irif 4 6.00 12 3x4 I 3x4 3 5 JUS26 6 2 c? 1 Io 9 14 15 8 16 17 7 18 19 3x8= THD26 JUS26 JUS26 20 3x6 II 7x10 MT20HS= 3x6 II 3x8= JUS26 JUS26 JUS26 4-11-7 9-8-0 14-4-9 19-4-0 4-11-7 ' 4-8-9 4 8-9 4-11-7 Plate Offsets(X,Y)— [2:0-10-4,0-1-91,[6:0-10-4,0-1-91,[7:04-4,0-1-81,[8:0-5-0,04-81,[9:04-4 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC '0.64 Vert(LL) 0.20 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.34 8-9 >689 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:215 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x6 SP 2400F 2.0E 1)2-ply truss to be connected together with 12d WEBS 2x4 SP No.3*Except` LOAD CASE(S) W3:2x4 SP No.2 (0.131"x3.25")nails as follows: Standard BRACING- Top chords connected as follows:2x4-1 row at 0-9-0 1)Dead+Roof Live(balanced):Lumber Increase=125 TOP CHORD oc clinched. Plate Increase=1.25 Structural wood sheathing directly applied or 3-5-5 oc Bottom chords connected as follows:2x6-2 rows Uniform Loads(pin at 0-5-0 oc clinched. puriins.BOT CHORD Webs connected as follows:2x4-1 row at 0-9-0 or Vert:1-4=-54,4-6=-54,2-6=-20Concentrated Loads(lb) Rigid ceiling directly applied or 10-0-0 oc bracing. clinched. Vert:14=-2086(F)15=-940(F)16=-941(F) i 2)All loads are considered equally applied t all plies, 17=-966(F)18=-966(F)19=-966(F)20=-972(F) REACTIONS. (lb/size) except if noted as front(F)or back(B)face n the 6 = 5657/0-3-8 (min.0-2-5) LOAD CASE(S)section.Ply to ply connections have 2 = 3686/0-3-8 (min.0-1-8) been provided to distribute only loads noted as(F)or Max Horz (B),unless otherwise indicated. 2 = 72(LC 15) 3)Unbalanced roof live loads have been considered Max Uplift for this design. 6 = -2473(LC 5) 4)Wind:ASCE 7-10;Vult=160mph(3-second gust) 2 = -1969(LC 4) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Max Grav Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); 6 = 5657(LC 1) cantilever left and right exposed;end vertical left 2 = 3686(LC 1) exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise FORCES. (lb) indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)Plates checked for a plus or minus 0 degree when shown. rotation about its center. TOP CHORD 7)This truss has been designed for a 10.0 psf bottom 2-3=-8050/4081 3-4=-6346/3082 chord live load nonconcurrent with any other live 4-5=-6363/3085,5-6=-9416/4228 loads. BOT CHORD 8) This truss has been designed for a live load of 2-9=-3554/7153,9-14=-355417153, 20.Opsf on the bottom chord in all areas where a 14-15=-3554/7153,8-15=-3554/7153, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8-16=-3701/8415,16-17=-3701/8415, bottom chord and any other members. 7-17=-3701/8415,7-18=-3701/8415, 9)Provide mechanical connection(by others)of truss 18-19=-3701/8415,6-19=-3701/8415, to bearing plate capable of withstanding 100 lb uplift at 6-20=-3684/8387 joint(s)except Ot=lb)6=2473,2=1969. WEBS 10)Use USP THD26(With 16d nails into Girder& 4-8=-2483/5360,5-8=-3096/1319, NA913 nails into Truss)or equivalent at 7-0-12 from 3-8=-1693/1156,3-9=-700/1282, the left end to connect truss(es)A09G(1 ply 2x4 SP) 5-7=-800/2435 to front face of bottom chord. 11)Use USP JUS26(With 10d nails into Girder&1Od nails into Truss)or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 18-11-4 to connect truss(es)A08(1 ply 2x4 SP),A07(1 ply 2x4 SP),A06(1 ply 2x4 SP),A01(1 ply 2x4 SP)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. •ac.;q.r na„yeiJa ,n:'srm,;,um�3;x!ij';,a[r361msnc;rueinc6rn*eufBcrrturceu!Bunriae<wa i,m D--Minn Ad,f,e„rt.td:m,rt.Ift,,,ss�ce:la,n,.a�„>xa,�„nr.<fnnri=o.,rrf wri m,pnessa0lerseemrxci[,rBr,df.asr!n,n:: [q ea{! sreasMfFgu!In::xinmrrc rge!m,m,�mudu,f,drss,�ir,q:,m3r.!-�:naryrzMny m rop rm:fgm�Flrolaoury.datnl r.da0�:on,:si sarmf:Fc inary Anthony T.Tombo III,P.E. oa.a•a!,t!.,,t�rvwo-sr!sn,mr::scNnae.,c..c.:d,oms�d�s„n:uu�o::pa,o mn!d,r! merixw!i<l m,r�,ar:.emBn,:n:cedar,Too efa,e:�6.:<anrr.,:,;.rosort� ,.,l.:r�.omrm.si6•a ,;r:s,a:!,rr,ncamd =80083 Zt li.BalvrO:ug>rsi[,L�so.sned„s9rdur.:IC:nl4xpceiresnl�:isfandixk G:pes!BtehlC,r:eMa?ItSprdE.tzfI!IF,WSOniefnmetfxr tpsm.iniutone!esrns4xv:asi sdn:B,:,;o-H.,,7,:,seeeq.Srnruil!:ssundm!eyodm. 44515GLueleBlvd. eneMniefazBhe;unMege6 einrt w!nxe lr al rymx ani,!d.lie Gon 6n4e 4lhru isr;iflep9fie6Onl�!r,trlee„<.rdex 6lv!uenlRliny.lli aiearae!!nsnersdfinln ilsL F44 1 St.Lucie Blvd. (opyrighf5 20164d73o11,un s-k6acy I.Lm*a 111,P.I.Repmdaiiard this doiumeat,h anytorm,is prohi4iid aahawhe erinen permissien hom 4-I ra ffiasses-4athony L temb 111,P.I. 1 Job Truss Truss Type Qty Ply Job B02 Hip 1 1 A0222123 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,desilgn@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:46 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgyCjv8-6?U3dFWtORXKggpJiLBoY5B12MDxcWJ SEXePgzWN2F 10-4-0 i -1-4-0 5-2-9 9-0-0 6-8-0 14-1-7 19-4-0 20-8-0 i i 1 5-2-9 3-9-7 -8 3-9-7 5-2-9 0-8-0 3x4= 3x6 11 Dead Load Defl.=3/16 in 3x4= 4 5 6 6.00 ff2 1.5x4 1.5x4 3 7 c? IV o_ v 1 2 8 rr 1 9 jai 10 3x4= 5x8= 3x4= 9-8-0 19-4-0 9-8-0 9-8-0 Plate Offsets(X,Y)— [2:0-2-0,Edge),[4:0-2-0,0-2-81,[6:0-2-0,0-2-81,[8:0-2-0,Edge1,f10:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL I 1.25 TIC 0.32 Vert(LL) -0.11 10-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1 1.25 BC 0.73 Vert(TL) -0.29 10-16 >804 240 BCLL 0.0 ' Rep Stress Incr, YES WB 0.17 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:87 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4)Plates checked for a plus or minus 0 degree WEBS 2x4 SP No.3 rotation about its center. BRACING- 5)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live Structural wood sheathing directly applied o�5-3-3 oc loads. purlins. 6) This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 8-0-1 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and required 7)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 100 lb uplift at accordance with Stabilizer Installation guide. joint(s)except at=lb)2=577,8=577. REACTIONS. (lb/size) 2 = 791/0-3-8 (min.0-1-8) LOAD CASE(S) 8 = 791/0-3-8 (min.0-1-8) Standard Max Horz 2 = 33(LC 4) Max Uplift 2 = -577(LC 4) 8 = -577(LC 5) Max Grav 2 = 856(LC 10) 8 = 856(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-11931751,3-4=-924/571, 4-5=-802/561,5-6=-802/561, 6-7=-924/571,7-8=-1192/750 BOT CHORD 2-1 0=-529/1011,8-1 0=-532/1012 WEBS 3-10=-319/346,5-10=-241/499, 7-10=-319/346 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; Gat.It;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical)left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 9umr-Flx slnre¢¢nrx.5e'}1100r 11pc�!S<[��5(691i 1.RN16U1mILlS(9f10Yj F6Tt`Sfle;ri;l�eYtiT)era lr3t lr+7rW�^'-hn ulmeetle±n±!dslnttCnipGrtxq{Ilrj ml0etmorl.fuk 4^.rLle!eim SknEdxe n±.8e4tt s4min ctlelnde lCa,ni1 WS±iaca±ddes sfAkt<etswL;aapsttdt ftrTmsE±ueEya=.¢tu.`•Isrr7�'•�n±:�nmrs�±gnsmsure±tbcrdn±rr2±Wminm:±ro9rarsritdnl.hlugdRs msleTm:Ig2dnfeifldnry.uiolrtl.I;;ksrp u:r�.x?,4rt¢r¢dtirtuailtM Anthony T.Tomtm III,P.E. nt nadresimtt¢w06iN:rr6orngasa4'Id6±6..r.,ea lt.idrnstksr¢ei slrLnW:Wfmp Oogn,¢A.e retleddti±OC9eIXeitslsalbiriquhW R4L Reepr±IdlieIDUnlryfi:l3.ud6e r:m_¢dK¢3FsseFy,Yrep,unxN:eeanl knyti�hQxnslresinlerd :x80683 ' 6e lrlfwrC:sign ve[¢Ye:an.111.11,sN,on M-100.,VN 10c;al P.mI*s Inelddar 6-F-I ahlrldn¢etdeRfSG/oie1:11.rF,nI M c rd'.ant Ix p"pdmt.191 i Sus huslissA in nlhtindlhlnrU:iipn,inn Nip bfnnni lass sl dbn,ntrss- 4451 st.Lucie Blvd. tfle.lttlreallrrrwomtgwdryn¢nau lr¢1ra�shnhsl.lie lrrnaes:et 67ar±is E4rtle taillq Oeslpn,uLnsAmn Frtw>¢stetrlrlla}Ncryadnd�n::wtnddf±dw1I41. Fort1Pierce,tR 34946 ( ht02.016 A-1 PaalLosses-Arthoa Llamba 111,P.E.Repodonian al this dommsal,in an form,is loh4had withoul the written ermissien hma A I YaalLosses-Anthoa P.lam"I P.E. aPYli9 Y r Y P P Y a T Job Truss Truss Type Qty Ply 68059 B03G Hip Girder 1 1 LbA0222124 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:47 2017 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrgygv8-aB 1 SgbXVnIBRgOWG2i15lkLliYjLyNBhuHCy6zW N29 7-0-0 12 4-0 19-4-0 20-8-0 W7-M 5-4-0 7-0-0 1-4-0 Special ' 4x4= NAILED Special Dead Load Dell.=3/16 in NAI ED x4= 7 6.00 F12 c� 0 m m 2 5 1 6 Ig 9 18 8 19 7 4x4= 1.5x4 11 3x8 MT20HS= 1.5x4 I I 4x4= Special NAILED Special NAILED 7-M 12 4-0 19-4 7-0-0-0 5 Plate Offsets(X,Y)— (3:0-2-4,0-2-81,(4:0-2-4 0-2-81 7-0-0 -4-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.20 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.27 7-9 >863 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:75 lb FT=0% LUMBER- TOP CHORD 2x4 'Except` 2)Wind:ASCE 7-10;Vult=160mph(3-second gust) T 2xx 4 SIP SP M 30 Vd=124 h-TCDL=4.2 sf- BOT CHORD 2xx 4 SP No.2 as m P P r BCDL=S 0 psf;h=15ft; WEBS 2x4 SP No.3 Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); BRACING- cantilever left and right exposed;end vertical left TOP CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage top event water Structural wood sheathingdirect) lied or 3-0-3 oc y applied ponding. BOT CHORD pT 4)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 4-5-4 oc bracing. indicated.5)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 6)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 7) This truss has been designed for a live load of 2 = 1490/0-3-8 (min.0-1-14) 20.Opsf on the bottom chord in all areas where a 5 = 1490/0-3-8 (min.0-1-14) rectangle - -g 3 6 0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 33(LC 4) 8)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 100 lb uplift at 2 = -1275(LC 4) joint(s)except Qt=lb)2=1275,5=1275. 5 = -1275(LC 5) 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d Max Grav (0.148"x3.25")toe-nails per NDS guidlines. 2 = 1580(LC 20) 10)Hanger(s)or other connection device(s)shall be 5 = 1580(LC 19) provided sufficient to support concentrated load(s)349 lb down and 410 lb up at 7-0-0,and 349 lb down and FORCES- (lb) 410 lb up at 12-4-0 on top chord,and 392 lb down Max.Comp./Max.Ten.-All forces 250(lb)or less except and 394 lb up at 7-0-0,and 392 lb down and 394 lb when shown. up at 12-3-4 on bottom chord. The design/selection TOP CHORD of such connection device(s)is the responsibility of 2-3=-2713/2134,3-16=-2411/2005, others. 16-17=-2411/2005,4-17=-2411/2005, 11)In the LOAD CASE(S)section,loads applied to the 4-5=-2713/2134 face of the truss are noted as front(F)or back(B). BOT CHORD 2-9=-1725/2336,9-18=-1738/2359, 8-18=-1738/2359,8-19=-1738/2359, LOAD CASE(S) 7-19=-1738/2359,5-7=-1725/2336 Standard WEBS 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-9=-326/655,4-7=-326/655 ,Plate Increase=1.25 Uniform Loads(plf) NOTES- Vert:1-3=-54,3-4=-54,4-6=-54,10-13=-20 1)Unbalanced roof live loads have been considered for Concentrated Loads(lb) this design. Vert:3=-169(B)4=-169(B)9=-356(B)7=-356(B) 16=-110(B)17=-110(B)18=-65(B)19=-65(B) s an41-Fls.3—ill1 eit.Cx'41ICr,;HCSS:s(SF!3 0311 HIMS 6 ha THI Mir,rr aesasaered-Asuas 16ei*.r1.rwleIC,mlAaa swthh:ent.Eeltuclrc.iuszft/n Ge rfA,ulr Ad:tramaes Meta s4dikned Wr}aiGCmE<rd:/.rstirrs0—hrnta(i.e,51emer 4.46esaftemrR,rtdm:Nsat[pbwldsu pmh:shstlasmvriga:paultsefx$1 h0yttl6enegh?rzs:ee}bztu 610en0r,uen lnl.ll:et•.ip.-p.s,Ntturwlehn,wits9.ry Anthony T.Tombo I[I,P.E.ne nee!Its irns Wr mt ltlN:Is 6eusrus3:lcr tl±ht C.tn,la Cxtr.'s arktrhd t,;wC n he kids)Dr.:ge,n3etethdtlt6e Q46e'U alt'xhzl}rllhrttds aeiTtl.14,W-1 d fit rDDat adfitidtu e16,r"n,md.C"3en ft slaen,hshlvimuj kety sidi hYe uerturVl3r d ' 6srd Da =80083 far sil!.Wa'nda.dCtttuz9 td 1 Irv,lueritsfiasnlpid:7atsdt'v, lt7.fryh7te4l StenldnztlmllWlr:er:heVrrk nlSlrl eteMerdtzryzd pilat.lM1l Lfias&tasrmswloes ml dcndl Ln;g:sree,ircu Ce:ipulsen allass lL-eehtlnsl,tdns 4451 it.Lucie Blvd. tMswna ier�dlreranmm,xdgnn nitre lrtil rstits isulnd.tie Ga;t Oes!n hr�sr is ECl6er JlisO Dnirayaius;5rshs hjo?ao!urh:llhg bll aredntllna;nend�td h?n�i Fort Pierce,FL 34946 (oppig6!'y R91U Ad 0.eof[rases-An6oey L i;a7o 11I,P.E.Rerloduaim of this dminteir in apt firm,is profiiUOed wBhoul;he wrinen permissien lmm S I Reolimsses-Anthoayi.Tca`o ill;P.E. I i Job Truss Truss Type Qty ply 68059 C01 G I Hip Girder 1 1 A0222125 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:47 2017 Page 1 I D:OMsTuGzQH5ifu1 T6OcPcrgyCjvB-aB 1 SgbXVnlfBRgOWG2i 15lkN81amLwEBhuHCy6zWN2E -1-4-0 7-M 9-0-0 16-M 17-4-0 1-4-0 I 7-0-0 2-0-0 7-M 1-4-0 48= 4x4= - Dead Load DeB.=1/8 in 3 4 6.00 12 ,7 o IV V> rqs[ 2 5 e71 6 to ` 8 7 r 3x6=e 3x6= 3x6 II 6x6= HJC26 HJC26 7-0-0 9-0-0 16-0-0 7-M 2-0-0 7-" Plate Offsets(X,Y)— [3:0-5-8,0-2-4],[4:0-2-4,0-2-41,[7:0-3-0,0-3-121,[8:0-3-8,0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.19 5-10 >985 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.16 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) -0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:83 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 3)Provide adequate drainage to prevent water T2:2x4 SP No.2 ponding. BOT CHORD 2x4 SP No.2 4)Plates checked for a plus or minus 0 degree WEBS 2x4 SP No.3 rotation about its center. BRACING-TOP CHORD 5)This truss has been designed for a 10.0 psf bottom nonconcurrent with any other live Structural wood sheathing directly applied or 3-11-10 oc chord live load loads. ROOT CHORD p T 6)'This truss has been designed for a live load of Rigid ceiling directly applied or 3-10-8 oc bracing. 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabjlizers and required bottom chord and any other members. cross bracing be installed during truss erection,in 7)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation uide. to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=1897.5=1897. REACTIONS. (lb/size) 8)Use USP HJC26(With 16d nails into Girder&10d 2 = 1312/0-8-0 (min.0-1-9) nails into Truss)or equivalent spaced at 1-114 oc 5 = 1312/0-8-0 (min.0-1-9) max.starting at 7-0-6 from the left end to 8-11-10 to Max Horz connect truss(es)J7P(1 ply 2x4 SP),HJ7P(1 ply 2x4 2 = 32(LC 15) SP),J7P(1 ply 2x4 SP),HJ7P(1 ply 2x4 SP)to front Max Uplift face of bottom chord. 2 = -1897(LC 4) 9)Fill all nail holes where hanger is in contact with 5 = -1897(LC 5) lumber. Max Grav 10)In the LOAD CASE(S)section,loads applied to the 5 = 1312(LC 1) face of the truss are noted as front(F)or back(B). FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP CHORD ,Plate Increase=1.25 2-3=2320/3124,3-4=-2048/2947, Uniform Loads(plf) 4-5=-2330/3140 Vert:1-3=-54,34=-54,4-6=-54,2-5=-20 BOT CHORD Concentrated Loads(lb) 2-8=2601/2005,7-8=-2648/2038, Vert:8=-644(F)7=-644(F) 5-7=-2622/2015 WEBS 3-8=-1153/816,4-7=-1168/848 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second,gust) Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; Gat.11;Exp B;Encl.,GCpi=0.18;C-C Extedor(2); cantilever left and right exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.I 0 plate grip DOL=1.60 v.,hr.n��nn,gdrre?�ne9uacrmssrs;see:r;.suaaiiausar�eninenr;nrounvr�;u,e�nuosu[,rmnrrar�,ip�m„N,N,.e,nnsrnnenrpon.erpn�;sane,�r.nw©:rtrnnnnsurevneK.r,o-n�rn.ne,mr.,n,rrn.nif . f67?tca,4rptnrs sknk,setMe< wla eda,s,ernssOnce brew{r.e,Srea,E76rin aw::�wvriaC,gnsms m,cgCa,anerre4:siu,tvpwe�,m,:na7rz3,hss^�amemllermsryredntxIDou�r.nin left.I7eksip nra 4etarmrceat samwr Anthony T.Tombo 111,P.E. Nnealt,'mtamr iattr:Isn,rr,petli3s'.sdta nnr.,d Cvdsetl,mdsletuli M7fey O:s.9.n,dne nehddtis n!ne Meerkt 6zl?iinq,ek Nlnl.IM enr.Me!fieICC,:e rrfieNme!nerms;kd.6gknl:y tiv:squss:cxrsNknn st�h9e rzgenrNirel =80083 ' ne berasWsiperal6e^een.Anenn sP.eahn:lnCNS?Inulcn n/p,sdexsAfleleSbq Gcry'enl Sa4hlauxe&m11501e1E1a11lINNSCA werannnlrxra.�apaere.lrrl idmnne regnsael0es alktie,■IbLrss C:spw,Le,s&:ip Eapennllnss vuaeane?,nhss. 44515t.Lucie Blvd. ,nnwsv iaaZdtrrrwaeae7edgnlnrn lycl pv?snnhsi l6?fn;san!p 6ltsnh LirneG3/u3 Cnlpn,nLns$�Eermrn a'ortzlfFq.N;gnaCel Ma:mesd�ursRn. Fort Pierce,FL 34946 (oppighl O 2616 A-16aaf hoses-Aarhocy L Tomho lll,P.E.&ea,adurrin alibis dMameel,in any form,is pohi led wiaboon8e wrinen permissian tram A-I Faof hoses-ArihooyL hat§o ID,P.E. Job TC ss Truss Type Qty Ply 68059 2 Common 1 1 A0222126 Job Reference o tional At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:48 2017 Page 1 ID:OMsTuGzQHSifu 1 T6OcPcrgygv8-2Obg2xY7X3n23_rigmEGdWHXX9xh4QnHwY01UYzW N29 -1-4-0 8-0-0 16-0-0 17-4-0 1-4-0 8-0-0 4x4= Dead Load Defl.=1/8 irt• 3 6.00 12 V. m 2 4 1 5 to 6 3x4= 1.5x4 I I 3x4= 8-0-0 16-0-0 8-0-0 8-M Plate Offsets(X,Y)— [2:0-0-4,Edgel,[3:0-2-0 0-2-81,14:0-0-4 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.18 6-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.15 6-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014![PI2007 Matrix-MSH Weight:61 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with an other live WEBS 2x4 SP No.3 y BRACING- loads. TOP CHORD 5)'This truss has been designed for a live load of Structural wood sheathing directly applied or 5-2-12 oc 20.Opsf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 6-0-7 oc bracing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)except(jt=lb)2=1118,4=1118. cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. LOAD CASE(S) REACTIONS. (lb/size) Standard 2 = 668/0-8-0 (min.0-1-8) 4 = 668/0-8-0 (min.0-1-8) Max Horz 2 = -32(LC 5) Max Uplift 2 = -1118(LC 4) 4 = -1118(LC 5) Max Grav 2 = 670(LC 10) 4 = 670(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-715/1080,3-4=-715/1080 BOT CHORD 2-6=-766/554,4-6=-766/554 WEBS 3-6=-543/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.ll;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. ar,�{-n�s#n.agty¢Ma�•iy{e:-nns3;ku;;rual maws r,::mm�_s[:rau�mf3}uceciatrunrn:¢racy a,m p��r::r�,eri¢t:¢s;:o-nra:ia.oa.�gyt. e,tt rdr:�;r s:�rede-r n,.rani er„.o-.rdr{¢nr reardf uaazommryre::alknrelan<TDCulrrd:tr:rTnuu:srq�=.{ir,sy::agf�x:aFnei�¢oym,gmms�n:gmrdmy,k:m:a Smn:3r w:lenk*atrsga.imsigfirm.ispn�¢ etoorrry.rdntnttRtni{r¢nay¢s.a�zr¢drecuaiam Anthony T.Tombo III,P.E. ¢i rvainsTinsia wyleiitn isnr irs{maluydte Ca.a,ne Caen'sodlsr¢rl geeri GrkiiCay Crse,nne¢deddn:nLnr l![¢i4hnlyraliq rde¢ilRt.neei{:rRldlir lCO¢t ay fi:nnrr!tlrrnss,cE.Cngixsd'vy.slagnudd@tircai Fns{sii;h4rt;r¢sirlald ?80083 ' nr ti:tay WEge+ci0>~rlrt.lCrdn sO rd'n 41C;nlnx{rteim eJri e:twsanelcdfq 6epesl Sorry l9a�etiaillSC{rl6:te/h1!Snl StU ae rdaeertfn{sad pir:ae.irFlidiannr ngns*ilTie:¢iAtir:d&Irss Cetin,uns Ce:y arsee¢i I¢nv htlneyalns enaane ir{xtt.rtanen rged qn 3 v:ceg Iye1{raes unh!r.tie r¢;sDrs4r briea is ECI nr W:linp CnyxyrtLrs 9da 6{oeei d<gr,:uiq.JI¢7rdi:r3!xa;nr rs d�5n1¢RtL 4451 St Lucie Blvd. • Fort Pierce,FL 34946 fQpPi96l YtldAdYaalTmsses-kcyfionyLTcm3o7ti,P.E.Reprodnnixdt6isdacume®y,inonylmm,ispm6bitzdwGSoat;F,eminnnpermissionfromAdYoalLoss:{-AnhooyCTamSoiil;P.E. i Job Truss i Truss Type Qty Ply 68059 CA Comer Jack 12 1 A0222127 �J. Reference cI tional i Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:48 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgyCjv8-20bg2xY7X3n23yigmEGdWHgk94C4SWHwYOIUYzWN2D -14-0 0-11-11 1-4-0 0-11-11 3 6.00 12 CT 0 2 0 o T1 81 � � 1 �• 2x4= 0-11-11 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL' 1.25 TIC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014HP12007 Matrix-MP Weight:6 Its FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)3,4 except(jt=lb)2=273. Structural wood sheathing directly applied or 0-11-11 oc pudins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 166/0-8-0 (min.0-1-8) 4 = -16/Mechanical Max Horz 2 = 114(LC 4) Max Uplift 3 = -3(LC 1) 2 = -273(LC 4) 4 = -19(LC 10) Max Grav 3 = 26(LC 6) 2 = 192(LC 10) 4 = 55(LC 4) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.0psf;'h=15ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left expos6d;,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 13ottom chord and any other members. i 5)Refer to girder(s)for truss to truss connections. aed,g-Hsc+tru«gll.nea tre'l-Iltlgf tlrS44%Yd`J yiR3LL 1![J.1Er9%WRtli rdfra4'EGT'rifrY;aY[[4YT{r Mn larar[ny,p�dn,ut«drde,utri,Lm,R!ipa«xier�plmdlG GnwrLTvG C:ril,lao-r f'nxWa,,u Edn,eia•�nrdduGR0.,dr wtetr arpmr,airkndf hTxuk,dturTmsun,'[,s�eegr,ar,erGr 4e:s�nmgso-r be.141—hiddnr TO Ifm.WT.ta:trs�aa{�<,��„d�,,,,,�ra Anthony T.Tornbo III,P.E. .doedtrsT«„!r.1bAsq1,0,p„ qdII.C—.e,c,:,r,w«ad.r,xamrar�u, e,na,«a,aaa,oCdaarausT,«Tmaurr,d=namLflz,n!.tlda,maaTntrnB«,da,m,A sdu daq,,bemtrani�a..ss>anGa,«;g«arward =80083 ' mGar«ru,si atGmra�.uGms,dme Wloo vix1.na„dr,nRuldf.Idhi I.W.1 SAitarradwamsq{desTtrmnasua a„da,r.<ea r�vd�a,:<.Tnt ifmss,«grnW,!uae,nndMT«ssoni7ff T«ss o:gr Egnnni T«n end,d-,drn d4515t.Lucie Blvd. es Mvi,Erllr a rnoM ryCd gntr hm h,e1r,9,i In,hoi Ii,Ga:sUeegsGgae,b EgrM{alaq De,lp«,nT«s;hd,z h{tea a'egYaJly}SU«rar d Lsa;oe n 1t,e1 situ. Fort Pierce,FL 34946 (oppight'91Q16 A•I Foof fmsses-An6ocyt.Torah III,P.t.hPi darfin:Ithis do unfun,in any form,is pmbilhal seboatis wrinen pemissiaa Front A-1 9 0 husus•Aa!6oayLI=*,o i11,P.L Job Truss Truss Type Qry Ply 68059 CAP Comer Jack 4 1 A0222128 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:49 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgyCjvB-Wa9CFHZI1Mvuh8XuOTIVAjprUZPRovmQ8CmJ0 zWN2G -1-4-0 0-11-11 1-4-0 0-11-11 3 6.00 12 0 2 0 m 6 Tl B1 � Qe 1 Q° 2x4= 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:6 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection b others of truss BOT CHORD 2x4 SP No.2 ( y ) BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)3,4 except Ot=lb)2=273. Structural wood sheathing directly applied or 0-11-11 oc purT BOT CHORD LOAD CASE(S)Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 166/0-8-0 (min.0-1-8) 4 = -16/Mechanical Max Horz 2 = 114(LC 4) Max Uplift 3 = -3(LC 1) 2 = -273(LC 4) 4 = -19(LC 10) Max Grav 3 = 26(LC 6) 2 = 192(LC 10) 4 = 55(LC 4) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;porch 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. 5)Refer to girder(s)for truss to truss connections. mnisr-Flea Duselt¢renr.11e'IIio;i 7Ci3rsr33,m9tst iims6 ueksittm custom,14T1)Lcuoucitism ri-10tints R.-Wnnt'MW uT'sT—CninD-i"PM)nag ne lsnarl.IutsIk,rF.IA...Stntteiue rse CeRnzPmise s'ateln Re ICD,edy atei, mrynnr�ikeseawrariee�tera:tr,�rnss¢n. tyosstf;.!remerfrlie=an.:sin�io,rgnxnsnrcrryerdnrEn+e:sinriuPas�iymy tDarnserr:q,rime:mti,rm:let�aae:l¢Dnh. nlfFLn:te:;r,,;:.�pen:u�,.rudo�n,s�,maam: Anthony T.Tombo III,P.E. W.uJtks inns lxnp txsl is 6e nsinsceq r16s D.m,C¢ne7s uQsmet sees n ne 4C6z2 Dse,isir unedAtis RGde;!(el le lnika/iq n�vlrtll.mx erynJ AGe IDCuI nr fismm rime Insx trdeiarMem.eveir,un.=.en.n!Fux stru h Fe nel.evsaitt<I 811083 ' oek:lfet¢aipynifMwtn.IDetln smulklDu.d'lxtntiarnlriiernesdisleCtgrr�senl Sa4¢Iduserim{IlfAtd6.sal MlRnI SGAee relcmefC.iyse pil+ce.iPFi idnrsdx nsis.s6iCesMkGssARlns;osipn,inss�siis 5,*:unnilnnun.htnu,mess rnermn irF.f nr cunonryredgn n nrsc Ir�pities ism:sl.lto inn D<eto u�r is rslnr Io.uep¢oriiaH.ninssstssae rolma rim,saeon.m ccrrdcra ie:s rn rs aanod sml. 445!St.Lurie Blvd. • Fort Pierce,FL 34946 Cappig6tJ1tl6 Ad Aaolimises-Acf6oey LTam5o;l6 P.F.AtpmduUi��elibis dncomeol,in cry form,isplohidiladx�h6outtEe asfienperniisiov true A-IA:olLosses-At:1h¢nyLlanioilt H. i Job Truss i Truss Type Qty Ply 68059 CJ3 Comer Jack 12 1 A0222129 Job Reference(optional) s Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:49 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygv8-Wa9CFHZIIMvuhBXuOTIVAjprUZOmovmQ8CmJ0_zWN2C 1 4-0 2-11-11 1 4-0 2-11-11 3 6.00 F12 0 m 1 2 131 A' 4 2x4= 2-11-11 2-11-11 'LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr, YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:12 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)4 except Qt=1b)3=103,2=240. Structural wood sheathing directly applied or 2-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 60/Mechanical 2 = 201/0-8-0 (min.0-1-8) 4 = 30/Mechanical Max Horz 2 = 200(LC 4) Max Uplift 3 = -103(LC 5) 2 = -240(LC 4) 4 = -2(LC 5) Max Grav 3 = 88(LC 9) 2 = 227(LC 10) 4 = 49(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;,h=15ft; Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior 2); 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 Jottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. I Bni.r-nnummrellrr!,e.n!R 110:r?rm!5;u nRE3d lai s s ummans CmOui rOrr)uWw'.((.!((Yr ka treat kilp p s!n„ntnr(eles uti,rns,onipuagQlk;;m(n!tmnr L r ah©:rt.u!n!vT!(n!tefue.e.a u„a2x.ne mei n me RD,u�r iLLt!;m!4!pe!es,iAhesethrneiCE!el!edl ls�UrsOx,iyi!e[i.e,!rcuuE7hrM±r�R,�n�rU;rrlroun oerrPae dti!rn4:sunln�neigroq�dtilMS,/ssb!dne so(IeYm:(etffidn n•NOu¢,nierlr4l.14xh; nan( ,,(rl6rad:L[t uRiliUr- Anthony T.Tombo III,P.E. ns.udstsTm,tr.,q e'Usl is*,nq.WgdM a—,&04'easaud epsn n:rn1fc10n:an,hne ochre dneOCQ!mfr:(Ia<Ir11W.11iqu!!eeli(l�L lisgt:nd dne Mad affi!Am Ene hnx WdigkrdT flrtjtjn1ir45aW 1-10!hk rqu inlild'. s' #'$0p83 m,hlfol gnit<r+er26,tle,.lOeN,ss!rd'u 14100 nine psai!�Snl r,:ida!!dtshE(.ir(r�uaishg hhixe0ai(Sfjrdfi!h11r IY n7!rQ cs ulm,:elW!smedyd4:!.ffifignnn!rnras3drn wr�AnsdMla!;0.slpa,inn h•.¢,EsPrenai inn t4eshnne,.Nns_- 44515t.Lucie Blvd. ,ne+in i,F Alr,taumePNgnn r�ew h cl plies 4nh!i 15!tass DeCa 4}:en Is F;i4,ral(igD!slpn,nLn;!(aah)�n dulhMl(m}LI¢iCdc!!nr�s m.s dial nir4L Fort Fierce,FL 34446 (opydght l)2016 A-I Aaof bosses-kubonyL Mambo ill,P.E.liglWunian alibis dommenf,is ony term,is prohil6el rdhem(be mitten permission hom Ad AoelTrnssn-AnthoayL Lembo 1 Jab Truss Truss Type Qty Ply 68059 CJ3P Comer Jack 4 1 A0222130 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:50 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-_mjaTdZN3g2ll H64xBGkjxMOEzkNXMOaNsVsYRzW N2B -1-4-0 2-11-11 1 4-0 2-11-11 3 6.00 12 ci 0 0 co 1 'n 2 B1, 1 4' 4 ri o. 2x4= 2-11-11 2-11-11 Plate Offsets(X,Y)— [2:0-4-4,0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 >BC 0.12 Vert(TL) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP = o Weight: FT 0 g /o LUMBER- TOP CHORD 2x4 SP No.2 bti 6)Provide mechanical connection others)BOT CHORD 2x4 SP No.2 - ( yth )of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)4 except at--lb)3=123,2=355. Structural wood sheathing directly applied or 2-11-11 oc puriins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 60/Mechanical 2 = 201/0-8-0 (min.0-1-8) 4 = 30/Mechanical Max Horz 2 = 200(LC 4) Max Uplift 3 = -123(LC 5) 2 = -355(LC 4) 4 = -98(LC 5) Max Grav 3 = 85(LC 9) 2 = 212(LC 10) 4 = . 49(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;porch 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. 5)Refer to girder(s)for truss to truss connections. Wr"-Anna. PIl:..6,*A 110,TIm;a!sn IJ;R1311 litYss(�soin�4(:S'DYj I6TI1:(rEubif@;Y:11'h:n LNr ksipps:anrsnirnl 4sn!!hr«ssh!i;ePrtee;�[4;nlar lm¢nrrrnka R;r'.4fcnn tln!telae ru.GehuM«rcne cdrraae @D,uir ' fliiairumt@r tietn si 7 k.set i¢;nR;t¢mlr rdl.As.irmsOx'a Eyimng1.,71eort7[r(ize.a:s�n m,jiU7sgnsms¢!.egtaeim rr!knharl n;irara7rrtaentan§r kr ledadYe sh;N Ln;lgNn lklaan¢.erin lfl 1.rie enl;,mm�r.«s,ksigmrnnc ssin5d nt n:dhsimstwWki uis at rcsrysi5:hadaeGnr.,daCnns¢nlu3tl geLnds ldiln D: e,uaenmd dne nL at Y(nl ri luls,a de nl lnL Rx Idar lCgnl adl.ndar r«n:�a,r rasa Mthmny T.Tomb' 80083 III,P.E.l � �Sr yt:ns w � atn.qt,ienrininniFm;ndu.de«•;ns�nlmtl -80083 Yerr36gWu¢n ni briedn ADrdes s?rdn rvlD lax r«finely[eluna11k4d:g6:penlS:.thldnrceManfSl�rd69tl lrl4 nfSG.l rrnlrerel4r�ssd(!i!¢ae.IFFl iefnnar«s;nrialMs nl AfindfeUr!.D:tps,itns 0•siP S;re«ni lnn 4mh:trtn,rdns 4451$t.Lucie Blvd. stle!.b:itra�h r(Ynnl e;rt=dgn a waq Ir.1 rsnn I nhri.l9e mast PeCa[giwa is F rae HIIIq Dmqus,nLrtt S;dez Fgoaw dni Ir:l1«r.YI«ladcrl:nn;m rsddnikRll. Fort Pierce,FL 3494b (apyrigh!07016 A-I 11.0ioises-kihaoy L Tomha III,P.E.Reprodudw.dthis dorement,inony farm,is pmh:6ittd wahaut the wriven pelmissiaa here A-1 RaolTrosses-Arihany L Tamho III,P.E. 1 I Job Truss Truss Type Qy Ply 68059 CJ5 Comer Jack 1t 1 A0222139 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:50 2017 Page 1 ID:OMsTuGzQH5ifu1 T6OcPergygvB-_mjaTdZN3g2llH64xBGkjxMxSzfMXMOaNsVsYRzWN2B 1 4-0 4-11-11 4-11-11 i 3 6,00 12 0 ! o � N N 2 1 6 Q B E• 4 2x4= I 4-11-11 4-11-11 Plate Offsets(X,Y)— [2:0-4-4,0-0-4) LOADING(psf) SPACING- 1 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL, 1.25 TC 0.49 Vert(LL) 0.10 4-7 >563 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.08 4-7 >724 240 BCLL 0.0 ' Rep Stress Incr 1 YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-MP Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING- TOP CHORD joint(s)except Gt=1b)3=226,2=467,4=179. Structural wood sheathing directly applied or 4-11-11 oc pudins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 112/Mechanical 2 = 26810-8-0 (min.0-1-8) 4 = 59/Mechanical Max Horz 2 = 288(LC 4) Max Uplift 3 = -226(LC 5) 2 = -467(LC 4) 4 = -179(LC 5) Max Grav 3 = 152(LC 9) 2 = 274(LC 10) 4 = 88(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or,less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=S.Opsf;h=15ft; Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterio�(2); cantilever left and right exposed;end vertical left exposed;porch 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. 1 5)Refer to girder(s)for truss to truss connections. I Btnug-flmu 9ntgNr n.ux tk7d10Sr TIm4S;'itLEi';el[311If1Y56G71uik5(7f70Y'r6R72fY6;8tr[4Y:Irk¢Ind,teup{ne.=rn[¢lndWt¢tisL stLY�ipptrur�P,'IalBe ktSaTi.T¢reC;rtk!ntstfieptet+n.u.hkno'lenne cAN¢@e IEU,td{ '. IhhltmrAt dtltsctgkeridr@[itChketLLlTmsC �imeEi;1{eat7EFpe•`..,H!uEnm(Ib7 rgnuCs®tcrpmedW{nt:sutdent�mrsa32tl4rYtla�d6em;it Ttc;re{9N¢reT6'J¢¢,ulnlrrL lghsipmna(ss;4N's{wESrtn.uitflder_ Anthony T.Tombo III,P.E. ¢t.rdexsimtixm Rikly6Be ugntixlrydGtCRn,tgC+in so�mNytdn M1e k7�a:,3ee,uQenxhtldnt m.rstR(¢niinlbiiligtde¢/iflt.Ik eamddtitTCaNryfieN.sedrltrusturf.CigksdoT.tkep,iMtP.taynikasr sil left nslmrtgard A 80083 ' ntH:irm{gedga¢lG tA¢1aulessntd'uWOO nlbjsunist¢lpidattdlkkiSq(xcpeed1c41rldnnelpaOlStarde:/a/lrTPnlWJ—f-alMr."PiiazeTF}lidmsRtnsins+tiG"mnlAfivsd&luss0:>:ps;TasskrntrsnntNtatswnnaneanlns gg515t.WeieBlvd. .M:.nl&LyNlrl lnanryadgn a naa h,r7rnan anNN.fk T—lid.Groat Is 1,Tilt WIN DesiM,aLnsrrdta Gpna d¢T 1rl/ag.LI tgdeN tax;m n/�tN i iT41. I Fort Pierce,FL 34946 foppight�7P16AdiaalTnsses Adhaayi.Iamhofil,P.E.Beprodartmaafthisdommext,in any form,isprobi6aedwdhomthe Miners pesmissieaflomA4paofEmtses•Aethoayi.Tamhaiil;P.E. Job Truss Truss Type Qty Ply 68059 CJ5P Comer Jack 4 1 A0222132 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar28 16:00:51 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-SzHygya?q_AcwRhH VunzF8v6CN?bGpGjcW FP5tzW N2A 1 4 0 4-11-11 1-4-0 4-11-11 3 6.00 12 2 1 6 6• S g 4 2x4= 4-11-11 4-11-11 Plate Offsets(X,Y)— [2:0-4 4,0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 4-7 >563 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.08 4-7 >724 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 by thersti l i h id P) rove mechanical connection o BOT CHORD 2x4 SP No.2 6 ( )of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)except(jt=lb)3=226,2=467,4=179. Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 112/Mechanical 2 = 268/0-8-0 (min.0-1-8) 4 = 59/Mechanical Max Horz 2 = 288(LC 4) Max Uplift 3 = -226(LC 5) 2 = -467(LC 4) 4 = -179(LC 5) Max Grav 3 = 152(LC 9) 2 = 274(LC 10) 4 = 88(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.ll;Exp B;Encl.,GCpi=0.18;C-C Extedor(2); cantilever left and right exposed;end vertical left exposed;porch 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 i bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. I trede-Fleesserivr I re�ra ue7l r0x!IP,53r SF19";.dER91t 1,14f b 41+CIn;S EDS'D4i WT7126[:fit[LauE1f ha IrN tni 1 r!! t Ptxa:9vn vel rtvl 4enRlt Gvst CeelpeDrtx�g�W;;mllhleAverl.lex2a L,r'.Ir!gn:e Siaetebrz ru.Delnsvtsase nleiwRe lCD,edp rJTeir�hrpletet r7dl liesellx7<iW4leed:l lseUni Ong Eye±a(i.e,!ieovCr ltrfv.��tleuduwjrf¢przndsnw¢panedWpmt:sfnd wy�a:er�r,7w:aDl.ruiesipel meaela rmsign+n leTDoedt,eslerlTu.ls.inir esu�rfis.Irud4^eeu war:m Anthony T.Tombo Ill,P.E. wi eseJ hsimskr wllriF§rp is fle iegrau9GEdb 0reer,SeCnefs Mle�d r;:lnfeH7lcr Cmga,u@e udeddtis 4CMllEwllk lrsl iiHigsd!MiilL ik ep:rddlielC-0wl wi fiellnrd>1rTnp;zdNiq�vibg,Yeeryirs4"aSwnl Fwn sH4Ge nslmiidiltel =80083 ' mrr:lr�D:sreeaear, .iDemssd eaan,tDDm pativeswlp�€:r ndtnurd runnRlleegEm�ertaponr46:}iillmwlsw.,de,erxlE,:r�za p�aEe.IPA efts lit msrnsNinee maeesd It unsflw,ea,Tress l:eufytueul-Erswhd-t W.: 4451 St.Lucie Blvd. eAenrsa iefurAlri Eah�elrz�+ein ie�rtsa h,dl pati'ri Inelsal.1's!rnn Dea:u 4r ulgltle iv9Uvi DaITo!ywLrs;4stezhlcae!da.Ya9livp.Ll:eidd4'ilMRa ne a ddn!R RFL Zt Fort Pierce,FL 34946 (eppigd::J7QI4A-iRaafTmssas-Arl6ocyLimha III,P.I.Reoeoiunianefihisdomcieat,i000yhlm,isprohiEhzdwahnutrieereittenpremissidnErn®A IiaulLosses-,Irt600yLlen4alll;P.E. I Job Truss I Truss Type Qty Ply A0222133 68059 FG01 FLAT GIRDER 1 _AS � `" Job Reference o [ional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:51 2017 Page 1 I ID:OMsTuGzQH5ifu1T6Ocpergygv8-SzHygya?q_AcwRhHVunzF8v8CNyxGmijcWFP5tzWN2A 2-2-14 3-3-9 6-5-7 7-2-11 8-9-9 10-4-12 11-11-14 13-7-1 15-2-3 16-11-10 19-2-8 2-2-14 1-0-11 3-1-13 0-9-4 1 6-15 1-7-3 1-7-3 1-7-3 1-7-3 1-9-6 2-2-14 i i Dead Load Defl.=114 in 4x4= .Sx4 11� 1.5 x4 411 x6= 4x6 4x6= 2 3 4 5 6 7 8 9 10 11 Li C t S B e e r 23 22 21 20 19 18 17 16 15 14 20 11 4x4= 4x4= 1.5x4 11 5x6= 3x8= 4x4= 2x4 11 2-2-14 3 4-12 , 6-5-7 7-2-11, 8-9-9 104-12 11-11-14 13-7-1 15-9-12 16-11-10 19-2 8 2-2-14 1-1-14 -11 0-9-4 1 6-15 1-7-3 1-7-3 1-7-3 2-2-11 1-1-14 2-2-44 Plate Offsets(X,Y)- [1:0-2-4,0-2-01,f2:0-1-12,0-2-01,[8:0-2-8,0-3-01,[12:0-2-4,0-1-121,[14:0-2-0,0-1-121,[20:0-2-8,Edge],[22:0-1-12,0-2-01,[23:0-1-12 0-2-01 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.24 18-19 >924 480 MT20 244/190 TCDL 17.5 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.51 18-19 >434 360 BCLL 0.0 Rep Stress Incr, YES WB 0.23 Horz(TL) 0.07 13 n/a n/a BCDL 12.5 Code FBC2014/TPI2007 Matrix-MSH Weight:288 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS WEBS 2x4 SP M 31`Except' 1-23=0/4894,3-22=1715/0, LOAD CASE(S) W1:2x8 SP No.2 4-21=-1301/0,4-20=0/3743,6-19=-396/0, Standard BRACING- 8-18=0/821,8-17=-986/0,10-16=0/2836, 1)Dead+Floor Live(balanced):Lumber TOP CHORD 10-15=-2015/0,12-14=0/5281, Increase=1.00,Plate Increase=1.00 Structural wood sheathing directly applied on 6-0-0 oc 5-20=-1437/0,5-19=0/712,2-23=-2879/0, Uniform Loads(plf) purlins, except end verticals. 2-22=0/5754,7-18=-397/0, Vert:1-12=58,13-24=-13 BOT CHORD 9-16=-1540/0.11-14=-2598/0, Concentrated Loads(Ib) Rigid ceiling directly applied or 10-0-0 oc bracing. 9-17=0/1812,11-15=0/4081 Vert:1=-1550 12=2656 3=-511(F)4=-480(F) 8=508(F)9=-508(F)25=-51 1(F)26=-508(F) REACTIONS. (lb/size) NOTES- 27=-508(F)28=-508(F)29=497(F) 24 = 4432/0-7-4 (min.0-1-8) 1)3-ply truss to be connected together with 12d 13 = 5615/0-7-4 (min.0-1-9) (0.131"x3.25")nails as follows: Max Grav Top chords connected as follows:2x8-2 rows 24 = 4432(LC 1) staggered at 0-9-0 oc,2x4-1 row at 0-4-0 oc. 13 = 5615(LC 1) Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 oc, Max.Comp./Max.Ten.-All forces 250(lb)or less except Except member 3-22 2x4-1 row at 0-5-0 oc,member when shown. 4-21 2x4-1 row at 0-5-0 oc,member 8-17 2x4-1 row TOP CHORD at 0-5-0 oc,member 16-9 2x4-1 row at 0-5-0 oc. 1-24=-4228/0,1-25=-4630/0, 2)All loads are considered equally applied to all plies, 2-25=4630/0,2-3=-9597/0,3-4=-9597/0, except if noted as front(F)or back(6)face in the 4-5=-12492/0,5-2 6=-1 297710, LOAD CASE(S)section.Ply to ply connections have 6-26=-12977/0,6-27=-12977/0, been provided to distribute only loads noted as(F)or 7-27=-12977/0,7-8=13028/0, (B),unless otherwise indicated. 8-9=-12348/0,9-10=10831/0, 3)Unbalanced floor live loads have been considered 10-28=-8455/0,11-28=-8455/0, for this design. 11-29=-4932/0,12-29=-4932/0, 4)All plates are 3x4 MT20 unless otherwise indicated. 12-13=-5480/0 5)Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. 23-24=0/319,22-23=0/4630,21-22=0/9597, 6)Recommend 2x6 strongbacks,on edge,spaced at 20-21=0/9597,19-20=0/12509, 10-0-0 oc and fastened to each truss with 3-10d 18-1 9=0/1 3028,1 7-1 8=011 2340, (0.131"X 3")nails. Strongbacks to be attached to 1 6-1 7=0/1 08 31,15-16=0/8455, walls at their outer ends or restrained by other means. 14-15=0/4932,13-14=0/280 7)Hanger(s)or other connection device(s)shall be WEBS provided sufficient to support concentrated load(s)511 1-23=0/4894,3-22=-1715/0,4-21=-1301/0, lb down at 1-8-12,511 Ib down at 3-8-12,480 lb *4-20=0/3743,6-19=-396/0,8-18=0/821, down at 5-8-12,508 lb down at 7-8-12,508 lb down 8-17=-986/0,10-16=0/2836, I at 9-8-12,508 lb down at 11-8-12,508 lb down at 10-15=-2015/0,12-14=0/5281, 13-8-12,and 508 lb down at 15-8-12,and 497 lb 5-20=-1437/0,5-19=01712,2-23=-2879/0, down at 17-8-12 on top chord. The design/selection 3-22=0/5754,7-18=-397/0,9-16=-1540/0, of such connection device(s)is the responsibility of 11-14=-2598/0,9-17=0/1812, others. 11-15=0/4081 j 9uYv1-Flen!Mnrlll rerex rse'11IOsi'lIS4'Sy Srd(ly6(f9111E1&f6(OSWIIaS(ai!OYtRCi�311'fi9E;FC4Y:A1'ha lctll te4ppc9mntnd Msu�'tlmthysas[xul(IDr^;w96r/rRaq Lln2t�rE lde:o-x fiwtdne.sa.reknetmiu Ne/n6e 1CO3n1( l4tekrmemrltens skdkrsel ixMip;n4sdi lsrLns Os 6txs(,s.sryvlr[s(ice:?Ms�nmjid;sgmustareq rdns pc4:vtod n5nnr�rnp:xlaf.Mle lrnyd@ewlk Tsnslp2lns�iGOeds, nlftl.IJeGsgsssna(:Ses,lnfuimlr;nt,nitdER Anthony T.Tombo 111,P.E. nr xd htn,Lrjlddg 46M gnWgdIN 0-,MC.ieiroAaorigrdn kkU.1 Dm.- ,uMndedd6.KkI .H.1.1 Wfquh.1 r11.1le epmdd6e llOnr cry fellnrdslr rnn,cdsr�gfnelby ssrep,rtdefdianl tuytklleMn<.Insrnlryd =80083 ' Ih4Afnr9:sipzrcf6shr,M.FOkessdrdielklDOnlMrtEire;nl'rt:fmnelHelri;ffy(rs7sesnu't¢Ides¢ekaQ6pid6;f:llriflnlSrnct,don:e/4ri�edpifut.iPFli.4svesllrnslns3lainniklirsdRtLastO:s'nn,TnnOe:ipEs;ennlinstYmhtlaer,edm:' 445.it.Lucie Blvd. e�o.sss ieazlhr(no�epadrynanraThr7 rran nnlsti lu rna Dr2n[ganisElM6rI1m1 Otdp,yoTnssllMa EgMe!dtryhllig.AarCim!„:s ornddnslk ilFt. Fort Pierce,FL 34946 • (opprig5lDipl6 A-I EealTeassas-Ael6acl T.Tamfo III,P.E.Repledodiaa of this doso©eet,in aaT form,is plo6ZBz/xdhoot ale nitfenpnmis:iaahaa A-I taatUoss:s•Aetfioayi,Tm,oltl;P.L Job Truss Truss Type Qty Ply 68059 FL01 Floor 4 1 A0222134 �JobReference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:52 2017 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygvB-w9rLulbdbHITYbGT3bICoMREKmFh?6ftrA zdJzWN29 2-6-0 1-3-0 ,, 2-M 2-5-8 Dead Load Defl.=3/16 iq 3x4= 3x6= 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 19 21 0 v 18 20 e e e e e e 16 15 14 13 12 e 3x6= 3x8= 3x8 MT20HS FP-- 3x3= 3x8= 3x6= 10-3-0 _ 9-1-8 0 11-3-0 19-2-8 9�3r 9-1-8 0-1-8 1-0-0 1-M 7-11-8 Plate Offsets(X,Y)— [1:Edge,0-0-12],[2:0-2-12,Edge],[6:0-1-8,Edge],[18:0-1-8,0-0-12],[19:0-1-8 0-0-12] [20:0-1-8 0-0-12] [21:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.34 14-16 >666 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.52 14-16 >432 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:95 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat)*Except* T2:2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1036/0-7-4 (min.0-1-8) 17 = 1036/0-7-4 (min.0-1-8) Max Grav 11 = 1036(LC 1) 17 = 1036(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3252/0,3-4=-3252/0,4-5=-3981/0, 5-6=-3981/0,6-7=-3235/0,7-8=-3235/0, 8-9=-3235/0 BOT CHORD 16-17=0/1932,15-16=0/3909, 14-15=0/3909,13-14=0/3981, 12-13=0/3981,11-12=0/1930 WEBS 5-14=-251/80,2-17=-2136/0,2-16=0/1460, 3-16=-251/0,4-16=-726/0, 4-14=-236/504,9-11=-2134/0, 9-12=0/1443,8-12=-286/26,6-12=-1051/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. , 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6nuE-Finn Bargllrn.Yr lte'1110;f t11SSfirSFi;in7Atl:t?t564Tx010�SSF]fiQYt"N7Tll[F;�vlFlk"YE,rh,e.lndr[e:ip po-��.rsn nt,nl ea'etn�slrtnEesigs os[eBgRP)aAllo fs4nFLf.zh4,Ff.hhnaS'uecSet..•e.u.Ldrn tayise sfelntte lCU,edr }ffi,i�m,plrYs sklne.n[lr;k tOCNlr sd:Lis.to:sors,¢Fge,asf,.e.SFw.t�F,¢n Ra:snln 1G mWsn.episarAsie nhsslm,lnn •:lfihhrLtr.dme su.e tns;te:�oli:rDCnl,nia mt.lk is:f r;:.ans 4eta ndr.,n uit,sM m.ndr.:r,.,,s,:.n1.a.,Isar,nFn: d,at c.K,ttu.nr,wnari.„xaoernlr e:,. ,o�rnnrddmroceru[�tMl>rstsru' ncn[mF.O..n.daarrnnte mss.ncn.t:ns.�e.t kn Y..e.hn.:,unntkn,.sst:han,mn:r,s ArthonyT.80083 III,P.E. =80083 ' Ye tx7LgD:#paai G>*sdn.Neaes s!s rail>:1D0 n1@e srcfitt,nl pidnndtelnS:F Gcpsesl ShhlAs,zeuaQlSUI�&}[IIr IF nI SZ.lcs,elannl§rdpiUcs.lfFli�srs ftrnslnsdieesnlAtns�A,Lns�ei.,inss&:it.ty.nnnilnn Ymfimm,nhss .Yr:>•iuirF.cdwrtunenepe4+gnY nru lr 1Froe,inrint.lurrrs Dn'n G7aw is L:rtldxJue 0<si .nLes 9aez E,'e,dm Nat.Alce rdes7 tna nsmda5nlh4I1- 4451 er. ,FL Blvd. • a �'' E" � F Fort Pierce FL 34946 Ce i ht 020164.1 Rawl tress- lomho fit,P.L Rnrodoaix el this dow-1.in on form is rohiEitei Wdont*e asinen amissinn from 4 l fool UYssos-Anboo LInmhoill.F.I. r FP 9 AnthonyY Y � P F Y Job Truss I Truss Type Qty Ply 68059 FL01GE I GABLE 1 1 A0222135 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:52 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygv8-w9rLulbdbH ITYbGT3blCoMRNImRY?G 1 trA_zdJzWN29 0N8 0-P I 3x3 3x6 FP— , 0 1 2 3 4�1 5 6 7 8 9 10 11 12 13 14 15 16 17 0 S 1 S7` {1 9,71 S71 $T1 Sy. S71 S71 SF1 S71 St1 5T1 ST 1 •-.o_ '� � i� ii it II li � i o1�j�35 --....— --.....-- ---._._._._...B1........._........--- —. .-.—.—_.............._ --.._._......_ _ Ii- - ......._. y� _.._B2_ ...-Y... ----._... 0 0` 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x3= 3x6 FP= 1�-0 2-8-0 4-0-0 5 4-0 6-8-0 8-0-0 9�-0 10-0-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 9-2- 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 4-0 l'_0 '_4 0 1-4-0 1-4-0 1 4-0 6- Plate Offsets(X,Y)— (1:Edge,0-0-12),(35:0-1-8,0-0-12),(36:0-1-8,0-0-12),f37:0-1-8,0-0-12),(38:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 411,11 Plate Grip DOL, 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr' YES WB 0.03 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:87 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) ! OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD • Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-2-8. (lb)-Max Uplift All uplift 100 lb or less at joint(s) 18 Max Grav All reactions 250 lb or less at joint(s) 34,33,32,31,30,29,28,27,26,25, 23,22,21,20,19 FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. , 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18. i 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131' X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -' itr_g•Pltne r}A!tek,WA1t.-ynCSS3'r9U!r&11"A i,Wf A(DUfr7K:Bich rural fCrlw'awfla'M%loll Ittg Stnal tt rn. e�tlruf�da5!tO,tsH, Lin, ur.W,$'wmsMk3falaCa1CT43+n5l�r��s:rga&{b:etpa,3leud$r�vesileut'struiT6atrprsltteas!t$txfielFlkss`adsgn ia$eym9kr�6ruBpdrxsisy�ailtstit$ktelaGer.'CEth,aNtlftl.ilras�plsrn$as.k:±sirt'els,uk+rq Anthony T.Tombo 111 P.E. #80083.trY" 7$fltr.>Ix,arw�puertr,Prwrar><I 6.m,a e,ttac�sesac$eecar ,$ Ipu,prvt ntatN3(�3,6'msk dir.Yit$:t.t r6 iHl.rat alddCtl ai ee$fiekzaJkt-ns,.aStta$4�a$.ctm,a,rrrna+r�rxrq>4tcl rrtc r.�varte ' la Us$Cr:ipe Plls:dshr.r6usIs9xte@rr:g Efl/Y$fkz15¢I .rntlf!iX rA¢$(!'jif Sd.<g�4tsiDN1SCHp�llkitrH rSer Rt IPr1lFHakt$t]!•fI�IrYn.IRIds341rf1ilSiM.IY°.6136I}gN FtA1T:R5"art lt.In6!6?i9 rlj Ytt Ell�iR9 YIDdSG±IY,tlPINi 4451 St.Lucie Blvd, aftt.ia 65a$'si1(rtNaperlgn6rt $1.a lvatsa"I 1 C1ol is rREn$Itl:i1:,0.rFrffIi#?0.rIjkMllGrl�lh$,..Qr(':tr1L'OIGI!tl Rrf6L Fort Pierce,FL 34946 topyrigtlQ2016A-1 Roof Inases-Anlbcnyll.Torahs III,P,F,Reprod.Wonorl6isdatownr,inanykrot,ispm6fiited.6boull6ewrmenpineissionfiatnA-1RoofTrusses-AnlhaayLTocbe111,P.E R � Job Truss Truss Type Qty Ply 68059 FL02 Floor 7 1 o tional Job Reference A0222136 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:53 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjvB-OLPj5ecGMbQK9IrfdJpRKZ—MbAcmkbbO3gkW9mzW N28 2-6-0 1-2-12 2-0-0 1 2-3-4 1-1-12 2-M 1-4-12 Dead Load Defi.=1116 in. 3x6= 3x4= 3x3= 3x6 FP= 3x3 II 3x4= 3x3= 3x4= 1 2 4 5 6 7 8 9 10 ti 12 13 2914 28 2-0.0 2-0-0 1 28 25 27 24 23 22 21 20 19 18 17 16 15 _ 3x4= 3x6= 3x4= 3x8= 3x6 FP= 3x6= 3x3= 3x4= f 6-8-12 i 1 4-3-4 13-9-0 26-6-8 13-9-0 12-9-8 Plate Offsets(X,Y)— [1:Edge,0-0-12),[21:0-1-8 Edge],[25:0-1-8 0-0-12),[26:0-1-8 0-0-12[ [27:0-1-8 0-0-121 [28:0-1-8 0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.17 22-23 >934 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.25 22-23 >645 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:132 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP M 30(flat)`Except' rotation about its center. 62:2x4 SP No.2(flat) 4)Recommend 2x6 strongbacks,on edge,spaced at WEBS 2x4 SP No.3(flat)BRACING- 10-0-0 oc and fastened to each truss with 3-1 Od TOP CHORD (0.131"X 3")nails. Strongbacks to be attached to Structural wood sheathing directly applied or 2-2-0 oc walls at their outer ends or restrained by other means. purlins, except end verticals. 5)CAUTION,Do not erect truss backwards. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, LOAD CASE(S) Except:6-0-0 oc bracing:20-21,18-20. Standard REACTIONS. (lb/size) 15 = 583/0-7-4 (min.0-1-8) 24 = 643/0-7-4 (min.0-1-8) 20 = 1652/0-3-8 (min,0-1-8) Max Grav 15 = 614(LC 7) 24 = 695(LC 3) 20 = 1652(LC 1) FORCES. (Ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1807/0,3-4=-1807/0,4-5=-1702/0, 5-6=-1702/0,6-7=-1702/0,7-8=0/1195, 8-9=0/1195,9-1 0=-1 310/0,1 0-1 1=-1 31010, 11-12=-1370/0,12-13=-1370/0 BOT CHORD 23-24=0/1215,22-23=0/1702, 21-22=0/1702,20-21=-366/88 1, 19-20=-139/568,18-19=-139/568, 17-18=0/1370,16-17=0/1370, 15-16=0/1040 WEBS 8-20=-291/0,2-24=-1343/0,7-20=-1650/0, 2-23=0/655,7-21=011 100,3-23=-307/0, 4-23=0/439,13-15=-1150/0,9-20=-1554/0, , 13-16=0/428,9-18=0/909,11-18=-383/0, 5-21=-366/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 9r:.nr-Flea nranrll rerpree'A116;;t16SS3r5fl!fr?.SI[IYf 1!L4f 6 tDs011klS idf!CYj[Cf3 j1tIYQS;[raYiYr hee Indr ieuprsimr,.e!rn/eatt nf's frtst ksitep.ru3;IR7}rcrnr/mnl L 6:h G!;1�.ertr;n�fkr.velar na Eekc,Ylmiu rnelw ne RO,erlt wtairaaui rsi:lkrsedW;n<?xYl[sd:lr,rtrnso:sx6r�=.rfi,frnn Ttrsivn.4 ne:san imsrgasu+smrcq ar tn:p 4:sirrn n;+„riyr_ Yu as trg �Yrsh?�sYet auan?Doeeil, enlnt.rk er;r u:.erns,i�el udn c�nn:or: Anthony T.Tombo Ill,P.E. �s.asfr;?rnsen�tu�r?..ismsr,r�sirtYra.ra,ae.,�seea�rerr,saa.uim,ova,nneae,aane�rnritta+rst>Zisira3[a,aem.to:rp;.ir'nrrter=ealert.a�nrr,s:sae.yrs .n:qe.i.turm,aiE�ssYvis.�rrl.�iiaard =80083 ztnrr,trr,ae:u�saeun.an.mrnrsseraa�ktoanrrrlrmsr;rdr,:es�asnnetasq[rap=,istmasr:rrorptslae�:nrYtmswnsnmmenrl�Yat.n,:r.tnli3xsnratlnsienneno<,a2rmson;ee,tir,tws�r .<aaitnaumnann,.nas 4451 St.Lucie Blvd. rnemrh6mYYrY txnmry�dgrr i ncn Ir ei rr:nes Inrh>i,lie trots benw Gpere k[91nr kIliyOen}xv erhau One¢Gtmp Yre?Yaefir].Llnfadn,YMst m rsYYin!hi1F1. (o hfID 1d16 A-I Roaffnisses-Amhoe LTomba Ill,P.E.Repadanion of this duamm,in on form,is robibited Yrahouf the Mitten permission from 44 Roolhosses-4ethoo I.Tombs Ill;P.L Fort Pierce,FL 34946 FPi9 Y r Y F F Y � M Job Truss Truss Type Qty Ply 68059 FL02GE i GABLE 2 1 A0222137 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:53 2017 Page 1 ID:OMsTuGzQH5iful T60cPcrgygv8-OLPjSecGMbQK91rfdJpRKZ—Y5AnmkjH03gkW9mzW N28 0-A-8 ! 0-1A-8 • I'�I 3x3= 3x6 FP= 3x3= 0 1 2 3 4 6 7 8 916 11 12 13 14 15 16 17 18 19 20 21 22 0 o'in tm I ST1 S!f1 ST1 ST1 ST1 S;1 S�1 S'F1 ST1 ST1 ST1 St1 SIN ST1 ST1. ST1 Sf1 ST�. Sf1 1 '6 lfi7 0 0 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x3= 3x6 FP- 3x3= 1 4-0 , 2-8-0 4-0-0 5�-0 6 8-0 , 8-0-0 9 4-0 10-8-0 12-0-0 13 4-0 14 8-0 16-0-0 1111 18-8-0 20111111 22-8-0 24-0-0 25 4-0 26-6-8 1 4-0 1 4-0 ' 1 4-0 ' 1 4 0 1 4-0 1 4-0 1 4 0 1 4-0 1 4-0 1 4-0 1 4-0 1 4-0 1 4-0 1 4-0 1 4-0 1 4-0 1 4-0 1 Plate Offsets(X,Y)— [1:Edge,0-0-121,[45:0-1-8,0-0-121,[46:0-1-8,0-0-121,[47:0-1-8,0-0-121,[48:0-1-8,0-0-121 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL' 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 23 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-SH Weight:119 lb FT=0%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-6-8. (lb)-Max Grav All reactions 250 lb or less atjoint(s) 44,23,43,42,41,40,39,38,37,36, 35,34,33,32,30,29,28,27,26,25, 24 FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard _... irea3 Ssrwrd!,.r e11t APiik'»rSttl�pfd?rl,Et il{Ph.sir7s5:t<I€.7'6TQiA.'S1,`�IF.:"6Y.fi 6ia,inttl�ivpais�:sae eeeluw_ix eei;nssC;apirrnrEi6C;t¢i@t#17¢nl.':euxli„'tE4!rene Sli,tlihnne.[�sss i%!rrn tail u;Ee SO,n;t w t:�A µ tb Hn a a6elltihntdd l er ss tq f t r,i asset e,i, e.entfate<z r s ry,gnegi ,w�m :iye.s:u.rxrMpOfin 1,T,a;irar:ipo n,�ec iru taa in u; a :vaery gnthonyT.Tombo!!I.P.E. �t.uditI nx�urs,�umte4imurr,€m1 a Me.ids.�saeT,ace rc :e:�e,urx w�cdS!,K UIrM wlde�e:edxu.rn rr,admT ,sir u Cane y m e,3•nrm.�be�art rr, Sri 60083 ' �elcp9rfeilrxet plfis0iM.711.'iishntnGl P.Ua/6trq:tid¢lriraiW$tlera$ ff�a>£.'SdEr h#aihalll6hr[145k3t!:9tti SkrmiiFrtnee(ttrucil rafine.rlLllt3ies 31,ettti;6`+EeiitlrAn e'iteTs.is Mu,ele tots NCei Greie,Qi4rAYaAtCas,kFint Niod'r��rreLrlsled qee 9+::brh dfi�essrstw4lelmt 7:s�hpes 8713e tnior:es 3at:,a Tnts:rskgrijmtq dm ta'tisl,::¢riN'ailtr.�tn i;thd'a ItFi. 4451 St.Lucie Blvd. CnplSig4lfG'f7!8A-1 Banl liesus-AmEnnpLTombs III,P.E,iepradaQioa c!ihis datnmea;.is nny him,ispm§S6ited.itdn¢i the written petminaefiem A-)Poe!!rucses-Aathnefl,lecle 111,P.E Fort Pierce,FL 34946 ' s Job Truss Truss Type Qty Ply 68059 FL03 Floor 2 1 A0222138 ]Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:54 2017 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrgygv8-tYz5J_du7vYBnvQsAOKgtnXbFa_IT4eAl UT4iCzWN23 l 2-6-0 1 1�2-12 2-0-0 2-5-0 1.5x4 II - 1.5x4= 1.5x4= 3x4= 1.5x4 11 3x3= 1.5x4 11 3x4= 1.5x4 11 1 2 3 4 5 6 7 14 0 z-0-0 v 13 6 6. $2 6• 11 10 93x4= 3x4= 3x6= 1.5x4 11 3x4= 13-10-12 13-10-12 Plate Offsets(X,Y)— [1:Edge,0-0-121,[9:0-1-8 Edge] [13:0-1-8 0-0-12] [14:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.16 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.22 10-11 >742 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-SH Weight:69 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 751/0-3-8 (min.0-1-8) 12 = 751/0-7-4 (min.0-1-8) Max Grav 8 = 751(LC 1) 12 = 751(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2034/0,3-4=-2034/0,4-5=-2060/0, 5-6=-2060/0 BOT CHORD 11-1 2=0/1 332,10-11=0/2060,9-10=0/2060, 8-9=0/1331 WEBS 6-8=-1471/0,2-12=-1473/0,6-9=0/856, 2-11=01775,3-11=-261/22,4-11=365/205, 5-9=-271/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. " LOAD CASE(S) Standard vnup-fleta neaederreka ne•la my nesSa;llii•tSfrluFUsSruxMsUSTAi W011.IeM';a'INUimn:e endrlcip .to:u!:<daR,n"etU.sse„i�Drteur�l[e;rcdm1:Myr.Gii.17:r1.r ,e:Tr.:nelve rcz ee4c,a'kennet:enGe I!0.uit grr4amar parssgilkesrrran<iPCatr,ztrsims d rs aim;,�mm,m.�rm,dmprs;:n,a,.s:,:::nl mwe:nh•s la�dne,np,r,e<sl.r��aa<lovull,..ea mt n:le;:�,m:.or.:s:�i�,rudc,.a:anr:nr:, Anthony T.Tombo III,P.E. wtnedrts iwu tx-em eeirh�is ne n:pni;•WsdEr6ar;h enn's oakrmedgex.:n:b7Lap 6:: r,hne arrm dn•UCne lrlaltir ir2llp/iepedeulifl 1.Ite eppaal Brie la0 rrd r./field.adn.ra:s;bd.lurenilwy.dwepe,h.n!:eaw nl Musp iedEkMnspasiSJilpd ?8ornb zt ne erUay 6n!geral 6f hmorn s1eann:IN"ixpatirnWpxul—I tw rrP.�q 6Tere:saknun5etaAzedh'-firnrFatstu e.,dr•nna-rvdpih-141 teamfit asl.9::nln:s"IMetd th n„s0:uVr,Lns Lvs,ER.. dlr„sNanan,,Wasgg51 St.Lucie 81vd.,rtmm>ieEae,pre tanmepadgn3w:tn 1p 1p-en meh>d lli tass Des�u[erav,:s Grm w:Wq otn3a,,rrueu Sans 6p2amm t:m:}Sll egnded!ax:urndd:aa zlfFt Fort 1 St.Lucie Blvd. (apyrighr-01616AIRaaf Gussn-"Ory L fmla III,P.E.Re;rodaniaa alffiisdommea4 is any form,is PIDUired whbour the written pesmissiaa fm9 kl Raoff:ums-Worry L1-:00116P.E. f a � i Job Truss Truss Type Qly Ply 68059 FL03A Floor 1 1 A0222139 Job Reference optional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:54 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgyCjvg-tYz5J_du7vYBnvQsAOKgtnXaya_JT4cAl UT4iCzWN27 0-1-8 H , 2-6-0 I 1-2-12 ,i 2-M 2-2-0 1.5x4 II 1.5x4= 1.5x4 11 1.5x4= 3x4= 1.5x4 11 3x3= 1.5x4 11 3x4= 3x6= 1 2 3 4 5 6 7 0Tj N �14 `O 0 0 1 � 0 f13 �2 n 11 10 93x4= 3x4= 3x6= 1.5x4 11 U8= 13-10-12 13-10-12 Plate Offsets(X,Y)— f1:Edge,0-0-121,f8:0-3-8,Edge),19:0-1-8,Edge),[13:0-1-8,0-0-121,fl4:0-1-8 0-0-12) i LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL, 1.00 TC 0.65 Vert(LL) -0.16 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.22 10-11 >737 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-SH Weight:69 lb FT=O F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 731/0-6-14 (min.0-1-8) 12 = 744/0-6-14 (min.0-1-8), Max Grav 8 = 731(LC 1) 12 = 744(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2006/0,3-4=-2006/0,4-5=-2014/0, 5-6=-2014/0 BOT CHORD 11-12=0/1318,10-11=0/2014,9-10=0/2014, 8-9=0/1361 WEBS 6-8=-1480/0;2-12=-1457/0,6-9=0/805, 2-11=0/761,5-9=-265/0,3-11=-263/17, 4-11=-341/215 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. :LOAD CASE(S) Standard I v.,hg.neN nmq!¢rexea ne•tala�=nes�;u!3;sFE7u F:Eus s c�Eninas,oroyl-Eccr}taer„suew:lr wa r�eaQr¢.-axr..lrzaen,..a,rrz„h,�PFa�hE�F�;�em,�ryF.FuEo r.rt.E.��,,s�+E�tt,w.e�tt srz.n.rn:Ettn.ea.ttir Wtsi�em pees sieq k.sMFxSe mEhlerdt.l,.ims0:s",hlE,:eSi.e.,SKmt70rys.iM:slaagR,rgmalsman}raedo.p2e;sw,itt�:,r�rera:ttn h;sel,sgdamg.tm:ryn�r,n•Fttq,..eo ms.raer.+p�:.er ;,sty m� 4umum- Anthony T.Tombo Ill,P.E. vl neJh,Lns br¢g 4itl=gi,ne usrmhdryd6,Cne:,MC.edrv4.mei yrluli:WlvlL:,ge,h9�ueeddMOCneiFtal teF>;db9ligutlFlL lkeen:.,ed6r F09nlgfi:l3nrdtlefnsx iedet�g4ulw,sRep,une;xtianikay ilfhnenrymiiA;ryd ?80063 ' tl,GIfgg:sigera!!.>tr.:1tt.tgMes sc.tthi>•10.7 a13x Fio0iSaedgri:r¢rserel.2rq Gcpx,N Seeq lde¢eaanlSPrdkkl lF lP,nfSEU Krzlnn:eEMpz¢dpif�e.lFFl:9mssne res(nswRrer M[nesdrblm<..0.Kne,i¢n h,ii,Fyhmert tressYrnhdne,,nln, it.rne.Fv dEVNNr(ebaa gredrynhnenhil+xtts hnh>i Ik fntthen Gis,e,6E9SRet Lighnipn,ttLns Snhs Gina Cv!t:l@l.flt nirdvN!n:;oen!Burla iiFl. Fort Pierce, Lucie 3494 • Fort Pierce,FL 34946 (opyrig5td 2P16 A-I Pao1L¢ists-AcF600yi.iainboS16 P.P.Rep,ododimd this donmeot,in any farm,itpeo63itzd xGhootS6e minenpermissiec Gnn frl iaoiLasses-A..^.thonyT.Iamb ill,P.E. Job Truss Truss Type Qty Ply 68059 FL04 Floor 3 1 A0222140 FJobference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:54 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygv8-tYz5J_du7vYBnvOsAOKgtnXaSaz7T4oAIUT4iCzW N27- 2-6-0 1-3-4 2-0-0 2-1-0 r� Dead Load Dell.=1/16 in 1.5x4 II 1.5x4= 1.5z4= 3x4= 1.5x4 11 3x3= 1.5x4 11 3x4= 1.5x4 11 1 2 3 4 5 6 7 14 ` VJ2 � 13 f= 6 A = 42 6 11 10 9 3x4 8 3x4= 3x6= 1.5x4 11 3x4= 6-9-4 7-9 4 8-9-4 -0 13-7-4 6-9-4 1-0-0 1-0-0 -3- 4-7-0 Plate Offsets(X,Y)— [1:Edge,0-0-121,[9:0-1-8,Edge1,[13:0-1-8,0-0-121,[14:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.16 10-11 >984 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.23 10-11 >710 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC20147TPI2007 Matrix-SH Weight:67 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 734/0-7-4 (min.0-1-8) 8 = 734/Mechanical Max Grav 12 = 734(LC 1) 8 = 734(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1970/0,3-4=-1970/0,4-5=-1952/0, 5-6=-1952/0 BOT CHORD 11-12=0/1298,10-11=0/1952,9-10=0/1952, 8-9=0/1297 WEBS 5-9=-272/0,2-12=-1435/0,2-11=Of742, 3-11=-268/9,4-11=-310/232,6-8=-1434/0, 6-9=0/808 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ' X sy flre drn a e'ear-umk>fs:u•.rkOEM?[tq!a W M'Tot"l:ar MILWntnsare!trarcnarl";�are&!tl.&z-¢a,rEq Vie;S --FV%aW it ntd to fit Mccil+aad.r:tr'+15iW1t:tllitbs t..ltGYar r"M'lad Ye r6 dtRiareika:ery"Vo so 6trniiiii. eaMmi tgekdad,W fl,�as 1111.:u Antbony T.Tornbo Ill,P.E. ad+sesl�sG !anklEmlutNarla¢eetrtp:;aw,tN C"sai st+ta dattalerns{i!r.ng>c.nrxtx:tatdl!IEIr,ltfxm�4.d 1>xdar:M rl iry(.rstgF+�!Vkel:B sf ul ielE.ed1+ Ls�+akgi> r.tiugt,iskF�wt_+hrcy ficEtelk naa A4 d -80083 ' �xl+*mr-,y,_.asllreosslr.idan:s9 otaP BdeeStd aus¢tyry#3ssstAe teta{(exyar&f.trM.rzWashtSiptMA!!h'!It:iS!U rtetdsattFsr-.relrct.fi!3:aaes Rtns hsa.ifaasferFsnsG .kr.ist G�reir;artM.eset!«sn is ttars}lt eRyrtnkad!ri'tElnsOasw+s6pt t:Rol Re to n+"aY ry''"' mrysy toss Pts a&trr�aat'sas N.*.dsctna,ndess 44515t.LaC1e Blvd. . L !u;,aItnsdur-n!asvetsdmdrrdur,dbsgdxatd'tr<smuGSdniteL Fort Pierce,FL 3<940 fapyrillif0.28ibA-1 Roof Mosses-Ansboey 1.torobo III,P.E.Pepmdedioe of ibis dotomeor,ic coy rum,is probibittilriiboo!!beratiaeo permissiro'!amA-1 teoi lrasts-Acibeep 1.lobo 01:P.L i I Job Truss Truss Type City Ply 68059 FL05 Floor 2 1 A0222141 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:55 2017 Page 1 ID:OMsTuGzQH5iful T60cPcrgygv8-LkWTW KdWuCg2P3?2kksvQ_3js_EgCUxJX8DdEezWN26 2-6-0 1-3-4 , 2-0-0 „ 1-9-8 , 1-7-0 2-1-0 1 1-6-0 Dead Load Dell.=1116 in i 3x3 11 3x4= 3x3= 3x3= 3x6= 3x6 FP-- 3x4= 3x4= 1 2 3 4Tj 5 6 7 8 9 10 11 12 13 14 ._......... ......... 26 _.._..._...__ W2 iv 25 t 24 23 22 21 20 19 18 17 16 15 3x4= 3x6= 3x6 FP= 3x8= 3x4= 3x3= 3x4= 3x6= 16-0-12 21-5-12 6-94 7-9� 8-9-0 15-11-0 15-11-a 20-3-0 2p-9r421�-4 26-7� ' 6-94 1-0-0 1-0-0 7-1-12 0 -4 4-2-8 -6 0 -8 5-1-0 0-1-8 0-8-8 Plate Offsets(X,Y)— [1:Edge,0-0-121,[10:0-1-12,Edge],[17:0-1-8,Edge],[20:0-1-12,Edge],[25:0-1-8,0-0-121,[26:0-1-8,0-0-12] LOADING(psf) SPACING- ! 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.16 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.25 22-23 >770 360 BCLL 0.0 Rep Stress In& YES WB 0.60 Horz(TL) 0.05 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:131 lb FT=0%F,0%E LUMBER- TOP CHORD'2x4 SP No.2(flat) 5)Recommend 2x6 strongbacks,on edge,spaced at BOT CHORD 2x4 SP No.2(flat)WEBS 10-0-0 oc and fastened to each truss with 3-1 Od 2x4 SP No.3(flat). BRACING- (0.131"X 3")nails. strongbacks to be attached to TOP CHORD walls at their outer ends or restrained by other means. Structural wood sheathing directly applied or 6-0-0 oc 6)CAUTION,Do not erect truss backwards. pudins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 2-2-0 oc bracing. Standard REACTIONS. (lb/size) 15 = 456/Mechanical 24 = 778/0-7-4 (min.0-1-8)j 18 = 1665/0-3-8 (min.0-1-8), Max Grav 15 = 524(LC 4) 24 = 806(LC 10) 18 = 1665(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2262/0,3-4=-2262/0,4-5=-2403/0, 5-6=-2002/0,6-7=-2002/0,7-8=0/1236, 8-9=0/1236,9-10=0/1231,10-11=-999/92, 11-12=999/92,12-13=999/92 BOT CHORD 23-24=0/1448,22-23=0/2403, 21-22=0/2403,20-21=0/2403, 19-20=-27/942,18-19=27/942, 17-18=-563/281,16-17=-92/999, ! 15-16=0/842 WEBS 11-1 7=-365/0,2-24=-1601/0,2-23=0/900, 3-23=-260/13,4-23=-368/165, 7-18=-1921/0,7-20=0/1254,5-20=-725/0, 10-17=0/1027,10-18=1027/0, 13-15=-931/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. ;2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Refer to girder(s)for truss to truss connections. ........ ...... 6osq.nmr;kra^d1 mk�8s'sIranus�;sEua".9aa:tntsnurturps(nrwrsrv'1b:u�r:�nrn¢,.rn;.rrc�rrrx�csa,�(canss>as;�csr�.ryr�i{Ic��+wtn�ttr_zerf.t:tcw;Halac;ens:.e�csz�.a=;snrdna:aa,�y b Ih'd rksssb3kn.4turxlkaMraSi.stTnx:ip(e m r.yraarr sa;:scrixmr(1R uxso�s ,aw€ax..sc,i,lans :e: s:crc,r�maaadrs„�St,me�ddserr:o�r..xenitEl:vas�sna�¢ twz+s,u�a . Anthony T.TomboIIF.P.E. :aruresmnsamtkugu-,npxm�ael s. e.,ersrra,,•.msre,rs ,ym,�rxa�yr,r. ��n� ,crtexarsLrneFsdaaeic:nr a ea�e,,r. ssccy 3armacar +aEezuuvaars s80083 ' frlafi9:egrus(ebrn,.lu,ssaameero�enar es�ae Ms ut«u�ac santturmxlmr,n(i, hrrarsume,aeaans��,i rn:en: csnacons. ruettnsarurvssu .rro,Q (gcar�srn:,r (an,ac 4451 5t.Lude Blvd, Aer•Icrt<Sdrys(se3xU>;celgp B hayhd;lsnn inhN,;Sr1:os0esr�liyusq 51 3e tuio;trstgrv,a hss lrmau{nen am iad>3.L;urdcsd;na:m ss treed a1t61. Fort Pierce,FL 34946 Cnprrip:rL1016A-IR¢¢ttrasus-MtEcll.l¢mE¢1II,P.E fepr¢d¢ui¢¢¢I this d¢c¢ae¢tin any fam,ispr¢5i5ikd.Ahontl5esriYenptrmiss<:ahooA-t led busses-A¢ISesyl.t¢sSn III:P.l Job Truss Truss Type Qty Ply 68059 FL05G Floor 1 1 A0222142 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:56 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygvB-pw4rjge8fWovOCaEIRN8yCct7ObGxvcSloyAm4zWN25- I 2 6-0 2i� 2f 2-0� 2-0-0 -1i 1-7-0 i 2-0-0 1 1-7-0— Dead Load Defl.=1/8 in 3x6 FP- 3x6= 3x3= 3x3= 3x3= 5 10= 4x6 II 3x6= 3x4= 1 2 3 4 5 6 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x4= 3x6= 3x8 MT20HS FP-- 4x10= 3x6= 3x3= 3x4= 3x6= 16-0-12 21-6-4 6-9-4 17 8-9-4 11-2-4 1 1%19-O 15-11 0 5-i -4 20J-4 2p-9y1 22-3-Q 26-7-4 6-9� '1-0-0'1-0-0' 2-5-0 2-6-12 2-2-0 0- -4 4-2-8 -6- -9 44-0 0-1-8 0-9-0 Plate Offsets(X,Y)— [1:Edge,0-0-121,[7:0-3-8,Edgej,[9:0-3-0,Edge],[17:0-1-8,Edge],[18:0-44,Edge],[24:0-2-8,Edge] [26:0-1-8 0-0-12] [27:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.23 20-22 >809 480 MT20 244/190 TCDL 10.0 Lumber DOL , 1.00 BC 0.85 Vert(TL) -0.35 20-22 >536 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code FBC2014ffP12007 Matrix-SH Weight:140 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat)'Except' NOTES- T 2x4 SP 0(30(flat) BOT CHORD 2xx4 SP M 30(flat) 1)Unbalanced floor live loads have been considered , WEBS 2x4 SP No.3(flat)'Except' for this design. 2)All plates are MT20 plates unless otherwise W8:2x4 SP No.2(flat) indicated. BRACING-TOP CHORD 3)All plates are 1.5x4 MT20 unless otherwise indicated. Structural wood sheathing directly applied or 5-11-5 oc in Plates checked for a plus or minus 0 degree ROT CHORD purT except end verticals. rotation about its center. 5)Refer to girder(s)for truss to truss connections. Rigid ceiling directly applied or 6-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 59 lb uplift at 15 = 340/Mechanical joint 15. 25 = 908/0-7-4 (min.0-1-8) 7)Recommend 2x6 strongbacks,on edge,spaced at 18 = 3151/0-3-8 (min.0-1-9) 10-0-0 oc and fastened to each truss with 3-10d Max Uplift (0.131"X 3")nails. Strongbacks to be attached to 15 = -59(LC 3) walls at their outer ends or restrained by other means. Max Grav 8)CAUTION,Do not erect truss backwards. 15 = 493(LC 4) 25 = 934(LC 10) LOAD CASE(S) 18 = 3151(LC 1) Standard FORCES. (lb) 1)Dead+Floor Live(balanced):Lumber Max.Comp./Max.Ten.-All forces 250(lb)or less except Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) when shown.TOP CHORD Vert:15-25=-10,1-14=-100 2-3=-2783/0,3-4=-2783/0,4-5=-3214/0, Concentrated Loads(lb)Vert:7=-1500 5-6=-3069/0,6-7=-3072/0,7-8=0/2350, 8-9=0/2350,9-10=0/2349,10-11=-8661605, 11-1 2=-866/605,12-13=-866/605 BOT CHORD 24-25=0/1718,23-24=0/3214, 22-23=0/3214,21-22=0/3214, 20-21=0/3214,19-20=0/2194, 18-19=0/2194,17-18=-1437/48, 16-17=-605/866,15-16=-222f775 WEBS 11-17=-475/0,2-25=-189910,2-24=0/1178, 4-24=-753/56,7-20=0/1056, - 6-20=-282/27,5-20=-712/112, 10-1 7=0/1 423,10-18=-1335/0, 13-15=-857/245,13-16=-475/114, 7-18=-4631/0 ' fiats}•fluseurrar,"slrmira Ae'41 3f1rtAL>rsEL'rS'p 4FXOfl'Ee4S L NA:fry?f;€aiill'€)tOiAUDA;i'ufYail'hia.tsrfi frcprkrze;its¢iittfeAs n&s;¢r Drss;r Harz}itD[;ntrseleMn L:an3a0:t:.Iatr�nrBrA Prhn ns.Dseu rxrase skti a„t:Lfi,oel} Y`e}t<:N} ssl:Dlt u•dhrxlT b4r nrd.yetis ga,'s'ad enl }ecsq ip km"lw'.a uriDDrrursrcs saxs}{mr�Mr!c'.nievd!gmnur•n}xs iary la hit adwur}bl»,r i+d er rDDwi,.at<i nN:`srNs1}Snusp�b+u}x.use u7eB.r � Anthony T.Tofnbo]Ii,P.E. se nethk rush ,t;a ogux :}n;as§ydu tt,MDaeasm'a'�gede�}cd}esyse,hMrannitl`.tC,Lt EY,ai esied ikuc}nt s161 i.rue}prddti t-Jai ar eS d}e:ns+,amt"}»�}mr re,.+i.6xur16us}t4dE�r essasil}t _0'0083 ' 3z1 }e,-+sulkertrhr f1iflsllWild r5iii0vrsrtssml1 1,!m Oft,1496sjmezSe-yk*rd=iMrptN'W4 tlndWmini—41.1-dpnhar- 4451 St.1Ude Blvd. =Aenhrd<meri}etr`r]apetlgrs b+i..slE+cr^7es+mheL;tsigss Drsip Ferarr issol t+ulr}Dnkge;ar ssSMsa i}awt 0.!hR0}, Fort Pierce,FL 34945 tapyriggl02)11A-1 tool 111ues-Ae1lany 1.1embo III,P.L iepi,duoicad this dowwo.,iaaay bill,is psagibeed.iihaal lhe.61in ptil iael 4-1 loof]rasm-Whtey].Tomb 111,P.L I 3 t Job Truss Truss Type Qty Ply A0222143 68059 FL06 Floor 5 1 FJobeference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:56 2017 Page 1 ID:oMsTuGzQH5ifu 1 T6OcPcrgygv8-pw4lge8fWovOCaEIRN8yCcxSOhJx0OSIoyAm4zWN25 , 2-6-0 0-6-0 2-0-0 1-7-0 , Dead Load Defl.=1/16 in 1.5x4 11 - 3x4= 1.5x4 11 1.5x4 11 3x4= 1.5x4 11 1 2 3 4 5 6 i Li 1 9 83x3= 7 3x3= 3x4= - 3x4= 3-0-0 -31 4-3-0 5-3-0 $-6-Q 9-7-0 3-0-0 3 1-0-0 1-0-0 -3- 4-1-0 Plate Offsets(X,Y)— [1:Edge,0-0-12) LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.08 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL , 1.00 BC 0.47 Vert(TL) -0.16 7-8 >727 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:48 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 520/0-3-8 (min.0-1-8)I 7 = 520/Mechanical Max Grav 10 = 520(LC 1) 7 = 520(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-985/0,3-4=-985/0,4-5=-985/0 BOTCHORD 9-10=0/862,5-9=0/985,7-8=0/835 WEBS 3-9=-384/0,2-10=-953/0,2-9=0/496, 5-7=-923/0,5-8=0/321 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I LOAD CASE(S) Standard ....... .... 5 kar;3 -e.ua 9!'id iBs RTPiv SEll±Y EFLiif€iltf„iSOCE?v73S!!SI€Y, f(SC9�C(Uiil'h;a rn 9e6a eu5rssd,M innt�;ttr C• .ter• �"fr,' r k :�'0� yI r - .ii+xz r11Ci;nl44SD^anl.:'ervol3,r:.4Srau Rrdleh:t se 0ns•r.,rsr u.!!n4'rb,af+ urf: 7rr#srtCi! ddblCebhnStf:rrttnxgs&Wet-ySPedy�cn„'a:tmoriCAaasnx�ara6fihrsd�mhr ;radttSaAtc�dWsu;riit�nlaMrDn.ainitu.SuWnn lsassr�l I AlthonyT.Tombot:;,P.E. adrui!NsT,iiWnrr;tfuyumraµ4s`tFe!tie 9aur.C!C sdS ld�a'vuq�aM6:>;.-f3eti{tt!,aM,m'!a a`I!!.t(,it Cr S.hat iu:ete si3n�.iugpwd' .'3 W nSSeW,tdMLrsti ar �ksa�ge,a!hfxnwzllr t!<C h NIsu:h.ltst z80083 ' �el:,'t�gey..c>!(Fwr,rcfa�:,rsews3a.ro�rx�:seraae,s!xm,laro n!.rsv+nt�aam:nTarplrs+ue.nails.fmrreF,w!an!(!:ed f,.n-€aaa+�le,env,asr„nrtn!svarr,ssu�,!,uanpe,nrr .,Qa*assuz�sm,tt.+dsss 44,I St.LudeBlvd. tts!iitt 6_meiis t(w;a1 r#ttiRra h ngl+�ra5n an@e9�;kilns rssg!Fsprx d 51i 1s t+riaS us1}ns,a ian lisRalGaa;dmlxGa;i:igDr�rltr,m a dh!!a SM. Fort Pierce,FL 34946 Cnpyripl12 iil16 A-1 toallrasus-Anti�pl.lom6n 11„PE iep,ndWicedf5is denaeni,io onr ttrn,is pra6ibaed.iS6uef lierriren permissi;,�hom i-1[aafirsfsts-Aol6eey1.1o�5a liE,P.E K Job Truss Truss Type Qty Ply 68059 FL06A Floor 1 1 A0222144 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar28 16:00:56 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygv8-pw4dge8fWovOCaEIRN8yCew5Ofrx09SloyAm4zWN25 0-3-0 I I I 2-6-0 2-3-0 1-5.8 Dead Load Defl.=1/16 in- 1.5x4 11 3x4= 1.5x4 11 3x4= 3x3 11 1 2 3 4 5 I W1 0 10 3x6 L i 8 7 3x3= 6 1.5x4 II 3x8= 3x6= 2-10-8 9-7-0 2-10-8 6-8-8 Plate Offsets(X,Y)— [1:Edge,0-0-121,[2:0-1-8,Edgel,[9:0-3-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.14 6-7 >823 480 MT20 244/190 TCDL 10.0 - Lumber DOL 1.00 BC 0.62 Vert(TL) -0.22 6-7 >515 360 BCLL 0.0 Rep Stress Iner YES WB 0.28 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:49lb FT=O%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 510/Mechanical 9 = 497/0-6-14 (min.0-1-8) Max Grav 6 = 510(LC 1) 9 = 497(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-931/0,3-4=-931/0 BOT CHORD 8-9=0/931,7-8=0/931,6-7=0/824 WEBS 2-9=1007/0,4-6=-908/0,4-7=0/297 NOTES- ' 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131' X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard aarsr flms rr•;~J,+;e?in Ik-t;Si�i itlbiarSktlT-;4iRgrE€Et.+'.,t(Ot'vfTdtf:[51:4{'b l!6SS:t.[7k�Eli%I'bin,isri:dstpp-es:'siscessNa-�szasaz;nz;t,;ipz;,ppitG,wlE;s:sq!a,i.':sr:-x4T;rF.IsMers Shr::tJeit nt MISr";nrst and otx 10'.I. ai'd!sne9.r�-e!::£r.:an!atatKlelq,ear�k:ar,:!.::mr •�ieSraaetll'R1f vt!!e<tc:CiCPrs;reuefaz�r'crs eszPe;wls rsnEa:rar:+yst�cxespsi6rz:;istn!s•jmfanrf30s�r,wssriryJ.terds;ganzrst;ce�. ;�se`gs,shk Anthony T.TombolIi,P.E. rtma'tnr,lka>lEaJdargascp¢mrmige casC.adsaa da;mnCst tar?!.re,nhs mites:lf,#e&'cibindli:en{:sr!a1iFII.�e[cs,ddd t:3a nr5:ii,edirt s!:;air, .mnl:,:�,r�s.>"t, ,s!rEerx:raa.urit =80083 ' t<E tnr-y-r..nlltenrcas.i�sae;sdsa®MPaNivrnl nai rrfiAes{ti!t�te,,(es7mSStEs trrezbcT6@p•35s>aitrttlese SGlare iebseatetrtre ? n lei Vans uspisah .1i MIS lhLzs9esgn.I-Mcn aft-4?nsz kE3rhmrs,eiless4451 St.I- tsr•isrh?vdiSat s7axed Ngfl: ErCo'ies:nal!r4ltslass7ssi to eutl�list+iiq.sz t tisr, Fort Blvd, H �3 r F f� r•h?'"•a rmsS(sta�u ores zimsa Aa!giq.ed•ntzas r:d+adaiFrl. Copydgtl�S 7016 AA Roof lasses-Amboy 1.lombo III,P.E.R±p;odaa;aa ei@is doament.in any fain,is pmMited.abaal The rdnen permissiaefmm A-I InfTrassts-Aalb±nyl,locbaill,P.E Fbrt Pierce,FL 34940 } Job Truss Truss Type Qty ��Job 68059 FL07 Floor 1 A0222145 eference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:56 2017 Page 1 ID:OMsTuGzQH5ifu 1T6OcPcrgygvB-pw4dse8tWovOCaEIRN8yCc2cOntx4?SloyAm4zWN25 1-5-3 13x6— 2 313=` 3 3x6= BL1BL1, 3x6= x6 BL1BL1 9 W1 2 W LW1 8 v 0 T 0 I 3x3= 3x3= F-6 3-7-5 4 � 3-7-5 Plate Offsets(X,Y) [1:0-0-12,0-MI,[3:0-0-12,0-0-01,[8:0-0-0,0-3-41,[9:0-0-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:22 lb FT=0%F,O%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 164/0-3-0 (min.0-1-8) 9 = 164/0-3-0 (min.0-1-8) Max Grav 8 = 164(LC 1) 9 = 164(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Plates checked for a plus or minus 0 degree rotation about its center. 2)Bearing at joint(s)8,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i i a.,ar.n�ua,mairm�.ne•itrnrness[srsniu,s[taut[unac�roinen[astau-amsansa[�u:,t•n,arse:,�n�aR,ua,K[eos,��cr"„o,,;[,o".:rq[�;cwa,r,o®rt[�c[.rt.r,!�„sww.r.:=c,i,"ee.�rn,rwarten.,rit wtsiesr�rk,ssagk,sa�a.t[xare tdx azauason�[ya:a(,:.srrnerEh�s�.n,:stns[m;rgnwu®,cgc.,ans t,&:v,alum,:ogrnr aataz<[,s4deemfe rres:set dnrgruoulr.,uo[n[.ratnq,s;n. ,uda[m[.vrc,�uster Anthony T.Tombo III,P.E. m�aasa[aa�r�r[,ar,nra„ jamo. �o:ar,asp,.�s„arar�ebe,haamanae,ixaf:[ txray,a,WmLm�ariatx[uaro[e,u.aae,r ,:Gaen3uamU=,[omso.u[ru�wsr�u�uwa: =80083 ' nruuurua��uci[rrrau.snenusu,aonatoardxerrc�ssusaa,i,wnnarr.grg6ais�nrt�„urua;uslWo-urhtnwswe,-r,ne<uulxr tpnsetrste�ma,u,ra,ainaasam,rn,tus;a,n,t,asrearr[yaa,unns,urnnau<,,sdm gg515t.LucieBlvd. ma,n,er ant[,maa�edga;.n<,ahe�reaes�mmttte[a,osur um,nreta,snit.gaata,,aunssnm[,fnuaeO'1q.aM)WI f:usmatmusetrn. Fort1St.Pierce,ci Blvd. (oyyrigh[0 2016 A-I Aaal Lasus-AathoaTL lamba III,P.L 6ertaadix of this doormen,is any form,is picRitel without-,be written peraissiaa rros A I hditoss:s•Aetboayt.laaba III,P.L Job Truss Truss Type Qty Ply 68059 FL07G Floor Girder 1 1 A0222146 ' Jab Reference o tional Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:56 2017 Page 1 I D:OMsTuGzQH5ifu1 T6OcPcrgygv8-pw4dge8fWovOCaEI RN8yCcvbOcdxwlSloyAm4zWN25 2-6-0 0-6-12 , 3x6 I I 5x6= 5x6= 3x6 11 1 9 10 2 3 11 12 4 i 0 2 iN1 q 7 6 5 1.5x4 11 1.5x4 11 3x6= 3x6= 6-3-12 6-3-12 Plate Offsets(X,Y)— [2:0-1-8,Edge),[3:0-1-8,Edge] LOADING(psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.77 Vert(LL) -0.05 5-6 >999 480 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.08 5-6 >901 360 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:45 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD 1)Dead+Floor Live(balanced):Lumber Structural wood sheathing directly applied or 6-0-0 oc Increase=1.00,Plate Increase=1.00 purlins, except end verticals. Uniform Loads(plf) BOT CHORD Vert:5-8=-10,1-4=-100 Rigid ceiling directly applied or 10-0-0 oc bracing. Concentrated Loads(lb) Vert:9=-634(B)10=-634(B)11=-634(B)12=-549(F) REACTIONS. (lb/size) 8 = 1612/0-7-6 (min.0-1-8) 5 = 1508/Mechanical Max Grav 8 = 1612(LC 1) 5 = 1508(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-668/0,4-5=-554/0,2-3=-2193/0 BOT CHORD 7-8=0/2193,6-7=0/2193,5-6=0/2193 WEBS 3-5=-2384/0,2-8=-2384/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131' X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)714 lb down at 0-5-8,714 lb down at 2-5-8,and 714 lb down at 4-5-8,and 629 lb down at 5-0-0 on top chord. The design/selection of such connectidn device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ew;nr>ea�s;e�»rslt ynrr=rsusajrAn;uteu:a(aK raps(€ru ramsstlosr�6u ar4,Rr<,ir!=gl.,�arlratea,:�(er r,e:m a.apile},ds,rs�.s aart.!=r:,strl ,�Muttr rr lu»e c6,eeq UeiefaeJa.p"'e sd'}a gsbhlie 164nhn5iF shaeP oerse.rerssp.s;au -sss'o-=rs/iGQr=anrr;nx•,epwaduo-seht :ai!ey=�; .pms:+k44k=eNsadTx ne;islna=piar4s41:6esi..ass IF14�Srkg s*zpazn.insp !se„s 7=h:s! ra=seR a l sFaenbt um }.,ta <e...<rser ,re,maarl a: onem wa,s��mWdr;�,;rl,�,n.roar=,aawi»s«(a s=m aa= L rKa ar m e .as: ssc}.r,mv.a ( Anthony T.Tombs Ii?,P.E. »x 6:tn!e;<;.wlRems=itl ,s9utan t') t6•lnJiesafgalian±nrezda,4a,+> k![A h`.xx>nn S(Sg!=sfissds NmlSS.sa=setuae+:(slss.d,,,tsat,f'k lnrsss Rr,eslm.aea+.so-.tMu�'Lvf ss Lsr#ne,l�s.t§g4rxernt'rt.s YsaisG!ra.aJess , stersisrk.n.!?re(r^.;r3 a,•esl gs.asx:sol!}Pperiess,elrr43rins 7sslpte esi�tlaArkce al:ss!paN.nr nSpsta&Sm,den irtn'.la uis�rsd;ne:atal:`edm66!. Fort Pierce, lI L Blvd.-94 t Copr°4h1C.2016A-1 flssi basses-k1hayl.lsmb 111,P.E.bpmdatf:00[his dammesLiaaaykiet,is prah':Wd.,'Ibulthew il!en permississ hom A-1 test bosses-Aethenyl.loci&I1L P.E fort Pierce,FL.i494o I Job Truss Truss Type Qty Ply 68059 FL08 Floor 1 1 A0222147 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:57 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-H7eExOfmQgwmeM8Rs9uNVP9DZnvZgX7c—SiklXzWN24 1-5-8 1 3x3 11 2 3x3= 3 3x3 11 I x W 1' 2 1 0 i I J i Bi 5x6= Sx6= I i 1-3-8 3-5-0 I 1-3-8 2-1-8 Plate Offsets(X,Y)— f4:Edge,0-3-01,(5:0-3-0,Edge) LOADING(psf) SPACING- 1 2-0-0 CSI. UEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.07 4-5 >509 480 MT20 244/190 TCDL 10.0 Lumber DOL 11 1.00 BC 0.98 Vert(TL) -0.12 4-5 5312 360 BCLL 0.0 Rep Stress Incri NO WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014;TP12007 Matrix-P Weight:26 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 649/Mechanical 4 = 649/0-3-8 (min.0-1-8)1 Max Grav 5 = 649(LC 1) 4 = 649(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i NOTES- 1)Plates checked for a plus or minus 0 degree rotation about its center. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")`nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or baick(B). I LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:4-5=-310(F=-300),1-3=-100 ii �?R!�}A'y',I£If!HirAt'A.IPsSF1RS��SSSr�tiRlVii(f:�Sr�Fnrr{.I�N1�.a!n�.li3r��:!$fY616SA,Ffl�rfltffT.ih:£'fWS'lHtit'+1!Sillt4 iRltr?SI{fi'J£RRr(I{'Si nr�£FSbSF!I.i}4�4I(,r�.rthSlkt StfCttf£n£Y..6LEt5 ANi*ll�n�?ti{t,nfj �r F yi. . V':'eiu 3eY.et}h3ktas�dhif+t lCi Not nr>i.L. st £ieeC":t.tra uestx'f£ T nk sr� s:£. >'d t4s�a a •.e ttsE'.krNt' dfxi TsSt -hixftlr00. nfa lilt:� n,sz tz� uhlw-m r �e ! e h� wc6e tom+ s dig}} kE q +n ur }}fit � �, a1m E � Anthony F.Tombo III,P.E. tlt}tit knr ill9Mrsldif}L9{P:in;dCehk��Nfi bl6a!£rtM:.N:Rr£itdN&r-Cvsd tf(bK ltlel�11<>6a8,3EQ'nfwlt,d lxSt£Ji££T�.i-FI.S)1SjF'fE0'IS l�ktltrlitlF ft�3f:n.},IQF.'sES RS{.#[ttlb,Y ltitnn6dt0.'a�SSFC6{X}-L&A4Y3(JF &JQ83 ' '�?rt(CAS t.ta^.}}Er}NI£fkt{:�9i£iSEIKtnIQti'6n{(}trf 2n1ntrilkl£t}}((}{r£',�(t ^•$£t�(¢.4(gyjS@�(Sf ytUifs?3t•'Nt£i Sid kf ldlinif4`(d(rft!'d,.£j£Ai.r.i-:h!4!St k1r}F.ITR:}fid EfllFiSfA r:'E}SE£9}�SR.StTtR!iRFSrPW IiI"rtv{'adEdtls,54kSs ttttaY.t{} 11ilt[rt:V1 NC 1}N t}!r a9ns}dEL•$lT.RS�Sf rt XIS rS.S£r#Ifi1:tti}9..}Pr:SFSH}!k4 sdn}{P:jR !.„ dtat/2 cFvtu!$edkirf•1. 442.}ILie 34946 Fortt Pierce,FL 34946 Copyriglt02016 A-I Roollmsts-Anlh tyt.1..6 till P,E Ptprtdottion oiihisdtromcm,in aay k}>n,is pru5i6ittd.it6no3 ihearitt¢npe}missionhora A-y RealLos}ts-AnlhtjM.r6olli,P.E i D{ Job Truss Truss Type Qty Ply 68059 HJ3 Diagonal Hip Girder 1 1 A0222148 FJo�Referenre(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:58 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-IJCc8MgOB72dG Wjd PsPc1 dhJJBNsPzsID6RHrzzW N23 1-10-10 2-11-0 5-4-13 5 7 2 1-10-10 2-11-0 2-5-14 0-2-5 1.5x4 II NAILED 3 4 NAILED 4.24 12 11 NAILED NAILED c, 10�- W1 N 1� NAILED 6 3x4 LED 5 = NAILED 1 5x4 II 5-4-13 5-4-13 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 0.49 Vert(LL) 0.11 6-9 >577 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.09 6-9 >697 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix-MP Weight:22 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 7)"NAILED"indicates 3-10d(0'148"x3) " or 2-12d WEBS 2x4 SP No.3 (0.148"x3.25")toe-nails per NDS guidlines. BRACING- 8)In the LOAD CASE(S)section,loads applied to the TOP CHORD face of the truss are noted as front(F)or back(B). Structural wood sheathing directly applied or 5-4-13 oc p T LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 MiTek recommends that Stabilizers and required Plate Increase=1.25 cross bracing be installed during truss erection,in Uniform Loads(plf) accordance with Stabilizer Installation uide. Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) REACTIONS. (lb/size) Vert:12=-9(F=-4,B=-4) - 2 = 317/1-5-0 (min.0-1-8) 6 = 207/Mechanical Max Horz 2 = 245(LC 4) Max Uplift 2 = -551(LC 4) 6 = -416(LC 4) Max Grav 2 = 317(LC 1) 6 = 234(LC 18) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;porch 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 551 lb uplift at joint 2 and 416 lb uplift at joint 6. ..... 4-A-=txn3.',«.0.ft-.1 r:'r.'TNTZ,Ru Erg 9"",;M,&10X'19 r..T0Art7!rr'�A:Sf�re.ZrSRM,W.,TO"h__lYY2,moaf I'l t[n0 N'T. 5I:i,..q t3{ hb,gt.':t:MM,t-1 ho!ouf sl4E'.kho,N£.CJ.fs:t!?£t:]t S,,i wit TO,W! '�Jite if.£�:ft.Sh Et fi'$FA ttbL ttlf Rl+t.j tr 1 ip.i ltlS 'ttCtItD 3Q t! Stt N4YfIPQrtt(tSY`2i i.L:7tit:f ht� i!'¢9i1Wlytftltf�t:rN1'.c'CftA$LS'Tf{tt it sl31.s3f^f1 DRl6[�Rlt.#tt£1�t.;WDt1iF831y .b3'[t t19'tSs ill i;7e Anthony T.Tombo IU P.E. 2t Kt�eKr S.t9"in,Srid UStt rtEiilH.N, h ff,II3CeN(1Ia5NSte t;rs'ii�t ta:.tig1 fifty iahtxtll i€14.7(r 3f�:tH p' dit!.ttAtiaD.2d.Fi)Iutf7iFld>!A 1'OfiitAr:StiD Fir F:[tsl E(staj�.diaytfa(ttt,a<SiC'�isesdlfttsg SsiGs rX£Sift itl7(it #80083 ' +xsrle;-. tm!(nnaxtx a#a,shtatmi7 rut:etxfrt<tusrsas - Sets.�nyctrs.�rirtr�aie¢(srtusr;�t ttttu�atlaft,ttt�efn4:ictt:da, irr Waist,a;pwtr,o£inatensatt�::eitt.rtt,i[regryutr�e-,[,.v. ,m£u.[sltsi 4451 Sr.Lucie Blvd. G`lf£ki r$t2tD?(i(Yfi7Ll aaetDt;itm y3r�Ert6'fa5es attped$e l.tst0[s gltay[tt_rb14 tmD asigs,ai;ns SsshnEgn na?¢.t bif..,rtrAatPtt;;mt;h_4.dntFrt. topytiel C.2016 A-1 Raul Masses AfllWy 1.tnmbe IN,P.E.ieptuduttion oithis do(mal[in any losm,is p1&bcrd.ahnl ibe w ilBen Prtmissiut homA]Ind losses-AnlharyL iamhu Ill.P.E Fort Pierce,FL 34946 i Job Truss i Truss Type Qty Ply 68059 HJ7. Diagonal Hip Girder 5 1 A0222149 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Tue Mar 28 16:00:58 2017 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrgyCjv8-IJCc8MgOB72dGWjdPsPcl dhGNBM4PtrID6RHtaWN23 1-10-10 4-9-8 9-10-1 1-10-10 4-9-8 5-0-8 NAILE 4 4.24 12 NAIL D 1 NAILED 3x4 NAILED 3 1 NAILED NAILED 1 1 2 14 15 7 16 NAILED NAILED 6 5 1.5x4 II 2x4= 3z4 NAILED NAILED NAILED = NAILED 4-9-8 9-10-1 4-9-8 5-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.14 6-7 >809 360 MT20 244/190 TCDL 7.0 Lumber DOL i 1.25 BC 0.58 Vert(TL) 0.11 6-7 >999 240 BCLL 0.0 Rep Stress Incr� NO WB 0.46 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:43 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 2)This truss is not designed to support a ceiling and is BOT CHORD 2x4 SP No.2 not intended for use where aesthetics are a WEBS 2x4 SP No.3 consideration. BRACING- 3)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. Structural wood sheathing directly applied or 5-7-7 oc 4)This truss has been designed for a 10.0 psf bottom BOT CHORD p T chord live load nonconcurrent with any other live loads. Rigid ceiling directly applied or 5-0-1 oc bracing. 5)-This truss has been designed for alive load of MiTek recommends that Stabilizers and required 20.0psf on the bottom chord in all areas where a cross bracing be installed during truss erection,in rectangle 3-6-0 tall by 2-0-0 wide will fit between the accordance with Stabilizer Installation guide. bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. REACTIONS. (lb/size) 7)Provide mechanical connection(by others)of truss 4 = 135/Mechanical to bearing plate capable of withstanding 200 lb uplift at 2 = 517/0-4-9 (min.0-1-8) joint 4,566 Its uplift at joint 2 and 403 lb uplift at joint 6. 6 = 318/Mechanical 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d Max Horz (0.148"x3.25")toe-nails per NDS guidlines. 2 = 334(LC 4) 9)In the LOAD CASE(S)section,loads applied to the Max Uplift face of the truss are noted as front(F)or back(B). 4 = -200(LC 4) 2 = -566(LC 4) 6 = -403(LC 5) LOAD CASE(S) Max Grav Standard 4 = 158(LC 19) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 522(LC 19) Plate Increase=1.25 6 = 343(LC 18) ; Uniform Loads(plf) Vert:1-4=-54,5-8=-20 FORCES. (lb) Concentrated Loads(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:13=-72(F=-36,B=-36)15=-9(1`=-4,B=-4) when shown. 16=-61(F=30,B=-30) TOP CHORD 2-11=-904/755,11-12=-8191173, 3-12=-760/775 BOTCHORD 2-14=-924/801,14-15=-924/801, 7-15=-924/801,7-16=-924/801, 6-16=-924/801 WEBS •3-7=-166/268,3-6=-849/980 i NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) - Vasd=124mph;TCDL=4.2psf;BCDL=5.0psf;lh=15ft; 'Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL='1.60 I rnol.eeunrnrwtu.�.ru•tuwr nes<is;u:tir arau t:unetmmn_stnrcu Zetlrttec�.�;tnrttsrma math,•man,nenrte�,us,tn„eulncn.:r;t[s;;dnrrmArr.t�a m:tt.Ic��,s+rrtd.,2 uwuan.lKemrun<iro.ult . wlsi�apdu,<dk,.ti 1 DCb/rrdLl,riusOs bt�nti;EpuL�ht M,�nsgtG gnunn,vrmrdmnuunrn�n� mpagG3�t,upa�:nyr�:tgseuMiyoult.utomt.cxtr�e nrn,,.�alurGwuumsart Anthony T.Tombo III,P.E. N at ne,lh,nos tx mpt.dl his tle npn,alrydh O..,r,tra Or,n',oA,dnl,} „mux"p On:u,nne used dti,acne lxal n,Ml'uilGg„�utm-1. Mw.10f,NOat®y hill-0&T,. ndVgb.,1q d"y,,inu'M.ni I..!sSdh n,n•pn,idipd #g0083 ' lhlvlfq dF.WliY ih,IllW-d,d:ntloCnt p,eisnWliddnisdtit,lapo�p,,,1St,¢tdxa,lir�tilSAprtS:ktIF Wks SL'AauM.—IW1—dpit...TFlilr n„n,nspus�ttinntanudA!1 llulpn,n,se,:pfom ilm,numd.....wn�.: 4451 St.Lucie Blvd. , ,tlmn,i"M IF, lo,nmryedgnn:ner,I,,dip hs W.W.lM1'.NO lqM,I,Irfn,14ftl O.npn,.Tn 5!ta.Gtnc d,rMbt iltuprdc,dien:m.Minialnl. �. Fort Pierce,FL 34940 Copyrig6t9t016A4Raalirais:,-Aal6otryLTnmholli,P.E.Re.mdudiaval this damme,t,inauyform,ispro6i6itedrithounEearinenptrmiscieatromA-IMooifmsses-Act6aeyi.Tanloip;P.F. Job Truss Truss Type Qty Ply 68059 HJ7P Diagonal Hip Girder 2 1 FJob A0222150 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:59 2017 Page 1 I D:OMsTuGzQHSifu 1 T6OcPcrgygv8-DVm_MhgOyRAUtgl pzawragEQQbiPBKcvSmBgN PzWN22 -1-10-10 4-6-8 9-9-5 9- -1 1-10-10 4-6-8 5-2-13 0 -12 4 Dead Load Dell.=1/16 in- NAILED 1 � 4.24�AILED NAIL D NAILED 1 3x4 1 3 NAILEDLi. as I NAILED W3 1 f ' rl m 2 1 Il fl...................._.... ....................... to ee 13 146 15 NAILED NAILED 5 3x4= 1.5x4 11 5x6= NAILED NAILED NAILED NAILED 4-6 8 9-9-5 9- -1 4 6 8 5-2-13 Plate Offsets(X,Y)- [5:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.16 5-6 >730 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.11 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/BPI2007 Matrix-MP Weight:47 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOB CHORD 2x4 SP No.2 y chord live load nonconcurrent with an other live WEBS 2x4 SP No.3 , BRACING- loads. TOP CHORD 4)'This truss has been designed for a live load of Structural wood sheathing directly applied or(3-0-0 oc 20.Opsf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 4-4-9 oc bracing. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 851 lb uplift at cross bracing be installed during truss erection,in joint 2 and 802 lb uplift at joint 5. accordance with Stabilizer Installation guide. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d REACTIONS. (lb/size) (0.148"x3.25")toe-nails per NDS guidlines. ( ) 8)In the LOAD CASE(S)section,loads applied to the 2 = 512/0-10-15 (min.0-1-8) face of the truss are noted as front(F)or back(B). 5 = 447/Mechanical Max Horz 2 = 330(LC 4) LOAD CASE(S) Max Uplift Standard 2 = -851(LC 4) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 5 = -802(LC 5) ,Plate Increase=1.25 Max Grav Uniform Loads(plf) 2 = 512(LC 1) Vert:1-4=-54,5-7=-20 5 = 453(LC 18) Concentrated Loads(lb) Vert:12=-72(F=-36,B=-36)14=-9(F=-4,B=-4) FORCES. (lb) 15=-61(F=-30,B=-30) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-794/1188,10-11=-733/1205, 3-11=-726/1206 BOT CHORD 2-13=-1340/749.13-14=-1340/749, 6-14=-13407749,6-15=-1340/749, 5-1 5=-1 3407749 WEBS 3-6=-400/266,3-5=-788/1408 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;porch 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. 4ats7.17a5e:nz<}='J!;tlin6t'AI F r R43S3rSEL' 4iR0.t NE SE(oSCtiq34:fSTii((f9!013;sN962f.7EY:%1'Mm,itt4rhip Faµ 4isei Seel t:l,:e}tti`.rtzs€}11t'a,5xuiilCT;aim a SfNegl.itaa 4tF.U!rxt Shell kds5e ne.Rftz,rn,rit uM u3tT9,ttlt p,:w:wlyttpw}Sletan.atatticEew,to.::Ir,:S,r.�rtte,e.yecrn>t�t eetexe+riaat,x,sts:a:.y-.�, c�:ts lrt� �q:aTt+S:ae,n5ntetopdAeSo;iiu:ahyamantro�(,.�e•,lrn.!irh,iiteti,>�:,��t( u5,s.7:aFn AnthonyT.Torntso IN,P.E. :t ntf!,inf :h fnisleolu_rr{:fSW.n,(n::.:v.}c.t<r5fr,u,ttimtttvr-rra,�.t�,rx,,a ;u,re(x�x�df-e tgae.,�ru r yrtwznt r;a�:tq la a t..5,..t ty senymtt(:,rttrm}t,�n},g SfsFf st,.5xs.m,;t t 60083 ' It rif¢fteA�Ci)1(ithtttr/]bii}aMmfltTklW FirrT61i t1jritltlit}tfxr"ra�( fr!!ixa:rar,�sTi„db N YSSu as;ttaa Kl! i-dldm.INl lr0t5t It3r.};1}SISit}!lLAt;xtrRU:tL!tltiiSa!G[t rilz.![61�(F}9;t�xTSanY,nllSz ,2t,�i;ehazetaft(a*;saaa t!(t.4 a;ti}rl,tRl tsa}d!H.1rffr95f aiNp13}'pNt'Cha tr!ieir YSIySy rsr Sf.ifi!9 Fgnte:dCN1a=tnl,nattr(iad ,.osr.1.4tiulfil. 445t$t.;" Blvd. to ri.1 of 2016 A-1 laoflrosses-Amber 1.1-ho III,KE Pe odatfiaa of this downt in as bran,is fahibind,4haos The nricen permission fcask]peat bosses-Amhas 1.Iamb 111;P.E Fort Pierce,FL 34946 PY 9' Y P Y- P P Y J � I I Job Truss Truss Type Qty Ply 68059 J4 Jack-Open 1 1 A0222151 I Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:00:69 2017 Page 1 ID:OMsTuGzQHS'tf ilT60cPcrgyCjv8-DVm_MhgOyRAUtgIpzawragEY7bnp8QMvSmBgNPzWN22 -14-0 3-10-6 4 0 0 1-4-0 3-10-6 0- - 0 1.5x4 II 4 3 6.00 F12 m W1 N 2 5 V '' 2x4= 1.5x4 I I 3-10-6 f............. -........................_..._......_.__.3-10-6............_..........� Plate Offsets(X,Y)— [2:0-4-4,0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOLT 1.25 TC 0.23 Vert(LL) 0.03 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL_ 1.25 BC 0.22 Vert(TL) -0.02 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr! YES WB 0.06 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:17 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 398 lb uplift at WEBS 2x4 SP No.3 joint 2 and 323 lb uplift at joint 5. BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc LOAD CASE(S) puriins. 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) 2 = 227/1-0-0 (min.0-1-8) 5 = 127/Mechanical Max Horz 2 = 236(LC 4) j Max Uplift 2 = -398(LC 4) 5 = -323(LC 5) Max Grav 2 = 234(LC 10) 5 = 154(LC 9) i FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exted6r(2); cantilever left and right exposed;end vertical left exposed;porch 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. 5)Refer to girder(s)for truss to truss connections. ......... ........ 8a:�.Nus:araNr;narM.ri r-:DIlS'u"Stlf7'pE:�9�Ei W.SSCk"rp?S:L^ICAI.;'37".ril::SK9Cc�f�Mi'fnm.to77k;�taesYs:ssaftttfacti:ccs;ns;rra��augifD"e;ed+3elfNat!i.:'eriasytF.Istrect S4rtEehn nx Cass:ts:�u�eiut='r4,tt(r u;at:a�:��ses:s kn,aronetoaaasnw.r�r,sam:way{.e.!rec.7:emu,.a, n�rit<onxus,�.ar»a�e:rrk, ai>q�Knt+yn:rn:+i�nrtn•�r..sesir�at;nse�:�amearsnffn,ae.tni.;erasyan; .arr cru;s�rti, Anthony T.TomboI..T,P.E. aarratmxtreshrurr.IayurePT:ueriaL.Te ni.�rsa:s.,, q�annrea- , ,awn>Fair, w�wdsay;r.aa�srta.tsevr,aarsta�rrsaa=;:a�a?,.:+. �ya« y :3r,3,ia ,�e:as .s:ro nmrro�:� - 4 80083 1 �etarnr_r »erawaa aM1a,::nxoNaiMcrvrrzA.nWrr,as ar : ssas zrsaaar. twsr h tsaora :uuthtum�nrre:re�a: ernernssnvrass� �r,rrs.rrw�r �: ;r� axrdss s3::raub:aaiisvrc;r! edgrab haft s;n1.N,iEet.rsaC:ri h-asNrbv:;:eraee 44tPer :.uceBhrd. . � :Yiat, pt5r }� a nr:esiae_,orass8tleererer�dm,}rt�,1:'�dr,';zeri4sz:mct�aicsit6L FortPierte,FL 34946 CnprrigE1�i016 A-1%anl Uersrs-Anahetpi.InmSo II�P.E iepaodosfina atthrs dntomtN.ia anyfvc,is pm4ibBrd.it6ealaherriCaa peenissisrhomA-14aafitusses-Aai6esyl.te�Sn ili,P.E Job Truss Truss Type Qty Ply 68059 J7 Jack-Open 22 1 A0222152 Job Reference o tional At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:01:00 2017 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgygv8-hhKMZ1 hfjllLVgt?XHR472nZC?ORtIU2gQwOvszW N2'P 1 4-0 7-0-0 1 4-0 7-0-0 3 Dead Load Defl.=3/16 in 1 6.00 F12 <n m � n s7 s7 2 1, 4 3x4= 700 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.17 4-7 >478 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.28 4-7 >300 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014(fP12007 Matrix-MP Weight:24 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 268 lb uplift at TOP CHORD joint 3,300 lb uplift at joint 2 and 18 lb uplift at joint 4. Structural wood sheathing directly applied or 2-2-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 164/Mechanical 2 = 34010-3-8 (min.0-1-8) 4 = 85/Mechanical Max Horz 2 = 360(LC 4) Max Uplift 3 = -268(LC 5) 2 = -300(LC 4) 4 = -18(LC_5) Max Grav 3 = 218(LC 9) 2 = 373(LC 10) 4 = 126(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); 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. _ 5)Refer to girder(s)for truss to truss connections. B.zng-n�ewzeyz��re."»tie•angg;aesss;x�;t;.:n�z[tstnsawza;noes:mrowt�•jauen:,atrere[zrtwa rz:e[se,spp�e�r,zd azs zonrezr;,rarzees�pua.wrpeo-;asnzsmaert.nzfr�:rerr:r%,svreerwezre.reicsswtx.�seraesnrcetcn.zzrr wtsisz�me rines sznkrs<eter�za;[zseireds.arztruso:s. [eie~g{u,sremr7 frsm:eaae:�narto,e<pemsmsrzrvnrdvp;:snzri er�„rmrmwe:igr,:mtrs�set rwr+i�tm:[erzzrcetooedr.euwtru.ris:iiznw®�z,s,�ssr�ess;ezx.,ntear Anthony T.Tombo llI,P.E. tee.: nsa,.azmrami n r :una�cwz,r aw: z RaardmeLe n muo- maearmnKm u.tt sa u iku gcle ttAr. eii•m.io rennwsuf"is r rc t:s.iw vvik Tw r s iM'ebm uka=;rYt renrrevanaa[ =80083 ' nrse roro-:wxxat[erraw alEeaess!iznurc=tu:zd�:pe�m, sgaiinesdlrr=,g[ aetsten74ermzbrnptstis:zfis�nrt nssmcerd�eree�:+rras>+gfsrxz tnreer ssn,r,ispisn4w,iabnitM z-,n.s x,arse:ipf_rwe,etnssp-fz;m<r,aie:s 4451 St.Lucie Blvd. ene!vin ufaMtrr[xnulrpedpniwG_yci pr:Gn hnL>i.tee[reYD<s:n[gavr is Ggrflr6xliieq beslruywLrss<rpeg 6iw>x ffisq/eeri..AlarrdeadtwscronOfiedc Rrt. Fort Pierce,FL 34946 Cagyrigbi s 141d A4 Roorlmsss-AethoeyC Tomhoill;P.E.Reprodu for of ibis domment,in ony form,is piablited wfthomthe written permission from 4-1 Roof fmsses-AatbnnyLlombo ilk;R.F. Job Truss Truss Type Qty Ply 68059 RP j Jack-Open 2 1 A0222153 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:01:00 2017 Page 1 ID:OMsTuGzQH5iful T6OcPcrgygvB-hhKMZ1 hfjllLVgt?XHR472nfq?1 QtrC2gQwOvszW N21 7 1-4-0 4-6-9 -0-0 14-0 4-6-9 217 1.5x4 II Dead Load Deft.=1/8 in 4 I 6.00 12 1.5x4 3 w2 III 2 1 e e � e 5 4x4= 3x4= 7-0-0 7-M 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 0.49 Vert(LL) 0.22 5-8 >374 360 MT20 244/190 TCDL 7.a Lumber DOL 1.25 BC 0.58 Vert(TL) -0.18 5-8 >452 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:34 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.3 to bearing plate capable of withstanding 567 lb uplift at BRACING-TOP CHORD joint 2 and 552 lb uplift at joint 5. Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD LOAD CASE(S)Rigid ceiling directly applied or 7-4-3 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 337/0-8-0 (min.0-1-8)' 5 = 246/Mechanical Max Horz 2 = 357(LC 4) Max Uplift 2 = -567(LC 4) 5 = -552(LC 5) Max Grav 2 = 337(LC 1) 5 = 279(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOTCHORD 2-5=-360/220 WEBS 3-5=-300/493 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-sec9nd gust) Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); cantilever left and right exposed;end vertical left exposed;porch 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. sa-�nnsr�r�vr�r�r.ae•aa t�nur>,;srue'k Errurt*:un l m�rtaus r�ru{ts�s3u��Wrcarfvo.trr�aca r:�:s�ztee ns,:r,�,:m,€,a�e,.�glier a,��zm(:;t.;z,:»e,lf.uM:r,urxlvre rsr.t�:tu�r.��t�ar tra,�7 1rF's!a=fArrNtt spikndfarx lggnnnsi i,al nhd7ih{nenyu,yectGf erny�e seEntgigRnprw.oxterna n:�e'nand+gnmag:e:rvi�+'tt�6eteilpdrut�ilsTmtir er1sta13Uan,taa ifla.:uhsT n;.zpsx 4a:a ac`tey uhlea,• Anthony T.Tombo Ilr,P.E. ziroA�sin;stn en,kitignyrr,faviit!sDw'sru,bsC.vhtaktrvee srsyehkiagL+gx!;i.fa sdetsR:7r,3ets;sfafxid4[rciu'..adSH i.rvrrraan(l:t�a�rflru,efre rr,,, 'vr & aa'=•.�emr,::te,�;,url,�.,„ rrJ xr)On83 ' 4tli3rsi r,it.;.wlhstrtnt,tamcseur®Aei"Jatfai�irxrns ttd5uh'nes 0tit ratagrrcwd Swti tc'as�.ol6hpltiss>ttr IvS S:Jm6-4fr.rrmigaluu.MlkhoS„ega.¢.Rs(nl ktuslfisr:ns?esgsr.trac!IsvQ frrrnrrst?rtn it sanx,reless , nisrh5id4irrao-'rr1 Ns n4[r l,Ir 0"Q'4 T/T?0sge 4451 St,Lude Blvd. . � � 7R!� g f �h1MY1:tl0i ff pcAtguSiPyx,a r�nSnRa hjiet%itmisaur,g:igA4ad+:rtnaisSd AIN 7. Fort Pierce,FL 34946 CaP7rigM@tOlfr A-1 gnol lressrs-Aellcayl.lomba ail,P.E f!prodadaaois5it dao"em,is aay{ass,is pro6iberd.itbeefl6earixen permissiao SamA-1 genilnetes-Aciha+p l.locbo llL P.E Job Truss Truss Type Qty Ply 2 Valley 68059 VM0 1 1 A0222154 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:01:00 2017 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-hhKMZI hfjl ILVgt?XHR472nmz?AFttU2gQwOvszW N2'r 2-0_0 2-0-0 6.00 12 2 T 1 j% —"---........._...._---_.._......_............... 61 v 0 0 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight:5 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 to bearing plate capable of withstanding 32 lb uplift at BRACING-TOP CHORD joint 1 and 70 lb uplift at joint 2. Structural woad sheathing directly applied or 2-0-0 cc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 51/1-11-8 (min.0-1-8) 2 = 37/1-11-8 (min.0-1-8) 3 = 14/1-11-8 (min.0-1-8) Max Horz 1 = 61(LC 4) Max Uplift 1 = -32(LC 4) 2 = -70(LC 4) Max Grav 1 = 56(LC 9) 2 = 51(LC 9) 3 = 27(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=4.2psf,BCDL=5.Opsf;h=15ft; Cat.II;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ate= flmt;t irkry fx'41179rR�iiS,^Sfttr['tUDt!'St4;1N1.T�f5:iSICJt"r7!rYi::tiOti�'f➢i%S'hro.t. (etiarxm3:,aiM.�axias?t,ss[;J n.n ilG;aOSY icd,gl.kasP,l£le!ceru;knluSrtts!Gzcs:r.rotsTedp3t?t-0,nh, _ llcet:t MrCtS tiskn'd to nt lC ni,,eSl l;tr'tn;e;ipspa. e,`< r'+i"eu'tt urgtgl6Qrcnnt.':nx:'}�xt duck tl agim,bp tttfns4'asi rn Cxtn�p rthe,ixplt Lns i!ri9Nadril9 habi lf<I!kp;nns�aa:.!aznr t+e s,t a¢Y:?,+ Anthony T.Tombo IF,P.E. sdnt t!Ekr s.to m;:!Erpu^s:,Ittsiumt[tYe r a•t>ui ve'+uurtryttltrRtlzt i ma,urmi�u�.c�6 udl:ega:•a�;n!.Ixyrt,ar.�,Tat t�,tura ta:ta,,n:nngb�]i a sit a.r�tr.mdnt,$,stett Ret.spte.ih sr3 ^86483 3e ta%up Feai.:.s:lStetltht SIt»sstlats Cti bath ptatas¢tt hues t;t¢t ta!t,at spnr'S:1�acza SrSPt4!iss,dN i3lsmsefiiteis,per_el;Altae,itl;ktn#e tt:pz5ra,n!#*c,Lk isrts0esametsrss 6as; Ggaz!t a(;nss 4aa;sstax,ttlns 4451 St.Lucie Blvd, • 2ktaistMbrlSlete^tt!r{nesgttu.rmp l!ePpmts�,tlrrl:tei=ss7:siyiFepxtz!:sa1<rmttr.whaxar ssSpsnn imiuvamte:tai.7.3 rFiih.aeln=�:tn t:tr`eda!rbL Fort Pierce,FL 3,194n Copyright@ 2016 AA loci lt¢sses-An!ks!I.Tombo Ill,P.E.i=.rrduaion of Ibis dammeat.inaa r6mis ra6!6ited+itha¢nhe ativen amissiro isomA-1 tral Trusses-Arsbcc i.Io br III:P.E Y P Y- P P Y Job Truss Truss Type Qty ply 1 A0222155 �Job Reference(optional) VM04 Valley 68059 1 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:01:01 2017 Page 1 ID:OMsTuGzQH5ifulT6OcPr-rqyqv8-9uuknNiHU2QC7—SC5_yJfFJv6PVcrJuCv4gxR[zWN20 4-0-0 4-0-0 • 1.5x4 11 3 6.00 F1_2 2 W1. 81 c7 5 4 2x4� 1.5x4 11 LOADING(pso SPACING- i 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL i 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014r:rP12007 Matrix-P Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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 BRACING- bottom chord and any other members. TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc 6)Bearing at joint(s)3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building purlins. designer should verify capacity of bearing surface. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 34 lb uplift at MiTek recommends that Stabilizers and required joint 1,126 lb uplift at joint 3,77 lb uplift at joint 4 and cross bracing be installed during truss erection,in 355 lb uplift at joint 5. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 1 = 87/3-11-8 (min.0-1-8) Standard 3 = -92/3-11-8 (min.0-1-8) 4 = -39/3-11-8 (min.0-1-8) 5 = 294/3-11-8 (min.0-1-8)! Max Horz I 1 = 149(LC 4) 1 Max Uplift I = -34(LC 4) 3 = -126(LC 9) 4 = -77(LC 3) 5 = -355(LC 4) Max Grav 90(LC 9) 3 = 174(LC 4) 5 = 371(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-288/397 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-secorld gust) Vasd=124mph;TCDL=4.2psf-,BCDL=5.Opsf,h=15ft; -Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other,live loads. WN P.E. AnthoriyT.TornboIll, 4451 St.LL)Gi$Blvd, Fart Plerce,FL 3.946 Job Truss Truss-Type Q ty ply� 68059 VM06 Valley 1 1 A0222156 �Job Reference(.,Iional) � At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Tue Mar 28 16:01:01 2017 Page I [D:OMsTuGzQH5ifu 1 T60cPcrqyqv8-9uuknNiHU2QC7—SC5_yJfFJn5PRQcKkCv4gxRlzWN20 6-0-0 6-0-0 1.5x4 11 2 6.00[1-2 T M ............................ ......................................... .......... 2x4 3 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:21 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.3 to bearing plate capable of withstanding 121 lb uplift at BRACING- joint I and 234 lb uplift at joint 3. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc LOAD CASE(S) pudins, except end verticals. BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 19315-11-8 (min.0-1-8) 3 = 193/5-11-8 (min.0-1-8) Max Horz 1 = 226(LC 4) Max Uplift I = -121(LC 4) 3 = -234(LC 4) Max Grav I = 213(LC 9) 3 = 243(LC 9) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-191/260 NOTES- 1)Wind:ASCE 7-10;VuIt=1 60mph(3-second gust) Vasd=124mph;TCDL=4.2psf,-BCDL=5.Opsf,,h=1 5ft; Cat.11;Exp B;Encl.,GCpi=0.18;C-C Exterior(2); 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)":This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. AnthoriyT.Tombolll RE. 80083 4451 t.S fJtie Blvd. Fort Pierce,FL 3494f, offifis dricraint in coy fuin,it the pumis5iphom A-]foaflratsts-Anthony 1.Innho 111,1`1 JANUARY 17, 2017 TYPICAL HIP/KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS - MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. 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 @ TC w/ (2) 16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC BC (Typ) 0 € ti I Attach Corner Jack's /(2) 16d Toe Nails @ TC & BC (Typ) i i w'SS€ i t."fl'€ yl3ea=tiidtnf€a•smazs kntFtvpk.a€ '�enl:d L4ea,ttl 4 ,ti fin¢etbd�ens ke'e5s+'i ii+,sfr.iGg eslt .:` Y rral+�mNt ss4 caqn Nn3kraaTt7'S1f af.klr,tstsuy�Eeirt�tite,fye68€f:�Z Svsdaay iG'6nple��»!ac!>Fes,acsg�stil.ae;srva3lzysae�.6i.°xt used kli€L�xe4�a eet?3ea fr�Pil i� sn r;be€u�ux-ren.nfes �€.,d sm e;:m fs Fl:�f psac ae• asa, €o»,a �i,61 w„r.�sflu[PA w .Iru T. di drxadizmf> d spa ` -" r AnL�on1 T TortnllJ'PE :. �4€ r ®,aCn b3e�ssrr rtt sdrk sdmRa 7`" q uaE ,�w�>s. ¢mu�rid _80983 .: .. x"� }! Y'-"^rt!ids(fs�la€(tcH:t3ifiG18?eS?F'fa�'AMa'Iff17 C€kxA HtF£AFC13hf�ndFllA:i L�If.ECH IhR�a[SG"YS Bdbi[u€'� 1F�w't{eti€+ t idills:t7E�6'M{4 Rk6-. . :• 0'iC� �S€{�1(f4-!�i'f.€W M��f�(I�p�539)!'e€.'tti€Ms3�tfy�(�1t:I Rf�G:f�Q�FIl�WT.'.�F iikd'!!tGeel�Yt Cs1�bi pf'.31.'!€�1F(il€,1iF€ Tlif _ �45 �C C � . - •�+ (�Fiyaigb€�7DIdAt�sa(il sus,.A sAanyF(em6o III FF•.trsdmica aft5ndasauas,iasayfam,kpFa3'L?.11�ahkr�t:6c>tin�Felmuu rSun A�l icethusses bcsAanvl TznSa C1,£L. '„ - -.: Q"PEt�Fl 34^�'G January 17, 2017 TYPICAL HIP/KING JACK CONNECTION STDTL02 -< MIAMI-DADE CORNERSET 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 5T.LUCIE BLVD. FORT PIERCE,FL 34946 772409-1010 Attach King and End Jack Al� w/ (1) HJC26 Hanger on BC. Attach King and End Jack's w/ (1) LSTA12 Twist Strap @ TC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails Attach Corner Jacks w/ (1) LSTA12 Twist Strap @ Q TC and BC (Typ)w/ (10) 10d NOTE: IN ADDITION TO STRAPPING Nails Min. Per Strap TOENAIL BOTH CHORDS OF CORNER o JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10) 10d NAILS (SEE MANUFACTURER'S RECOMMENDED CONNECTION JACK/CORNER JACK (TYP.) HIP OR KING JACK(TYP.) NOTE: CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT)TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ <�: .:,iEe'�rlau S'tr�tt�efit�.l1l Cf1U$'SIf'Sf31`Y s�t7tl1FL4StCCzP1€tt:fi?i?'NrT.al#"i:([YC6it�:RT'dvtt iu)ld;C,ep€tvd:u:+droa 4n[�i af�upE. ,g TFP�atllki �TEaw:Ltf,Le Stzdk'�i r.��l rda zik:r b.R9.nl( . 6;<�tua�rlt.;ss�o�S�%sr lCOms >'i!s +s[ynaarge a..3.s.�e Wu.�stmf�40rr�r>€snn��eawyxess�ml�a,,r.�nsensis;krt it{+s1��s{Iaficn�rik3n Ge r�iJ nata3�I.sid�ulty o�exs<6dei��CmL.�1t4U�-. �in.d.s,4,ume_&y ��s Y- Ant'ro�v TM TcsrrEa 71] RE r q r*�7¢esRx� a �..lmarae!fy spa��x,!dce�i,ae et�ls+t�s�l�g na,drsi,t>=c�edd;kr mz �u�d i;�,�e y+�a�n ca[e�eknq i��a x.uau�a _SOt&9, -.' G•rEatl�f,r�alCratifr -:ns eirb4s T'��x t�xlr rsnlp-1 le�d�S:.�c^(;ezF�tSr:±rl T�p+.3i�11,1N-.2G,arra5renl'ar raudSgina Utirc2ste�inrz.ssi e�¢dSa sEea�r irtsi��gs �nr�cike.#rhz..r.tics .;::...'. ....., cacsre4'aA Elrfues.'c--^r4q-.mn�i"idizYa c`.rd E�ImsNnp S�ncs9 n-.�Mq 0.s-�rr a-lassk�ta L^mdcr'y.]f.�.tA�!'<l;z�smnin'nztn[rf ;> �"< � t;,3 5s 09 DI�A1Lcot lranes�RaihoerT ia�&e:I9:7.p,9�prn0r,iar eU.i tammraiin as}Wrnl ispacE�Ehei a%6aatflt.riuenp cwssiat5ea�[&ad Emssrs:RaF��;rp iomla6l P.E „ 41S1 St ren� 01rd I FEBRUARY 17,2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I HORIZONTAL BRACE 2XG DIAGONAL BRACE SPACED 48' (SEE SECTION A-A) O.C. ATTACHED TO VERTICAL WITH �i TRUSSSES @ (4) - 16d NAILS, AND ATTACHED TO 24' O.C. BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO _.._.........._ +' PURLIN WITH TWO 16d NAILS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD_ 2X4 PURLIN FASTENED TO FOUR FORT PIERCE,FL 349as TRUSSES WITH (2) - 16d NAILS 772.409-1010 EACH. FASTEN PURLIN TO BLOCKING 1'I- 3' MAX. \ \ W/ (2) - 16d NAILS CMINJ. PROVIDE 2X4 BLOCKING BETWEEN DIAG. 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 DIAGONALBRACE TO EBLOC INGACH WITH IT IS THE RESPONSIBILITY OF THE BLDG. \ (5) - 10d COMMON WIRE NAILS. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT \ TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROMa_..- THE BRACING OF THE GABLE ENOS.! I 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 *:G.A',NB URAL OF THE STRUCTURAL GABLE AND FASTEN PER THE 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 WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. ' - FOR WIND SPEEDS GREATER 120;MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED G' O.C.�(2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. AL 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. STUD 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 DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS ❑ETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. I / I STANDARD GABLE / TRUSS I / FEBRUARY 17,2017 STANDARD_PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: r..r; ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL A-1 ROOF TRUSSES ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 4451 ST.LUCIE BLVD. LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. FORT PIERCE,FL 34946 7/2409-1010 NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 3' X REFER TO ACTUAL TRUSS ❑ESIGN DRAWING FOR 8' TEE-LOCK MULTI-USE CONNECTION PLATES SPACED 48' ADDITIONAL PIGGYBACK TRUSS INFORMATION. O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5' X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 3' X 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) FIT HIA- SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE BASE TRUSS TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. it I FEBRUARY 17,2017 TRUSSED VALLEY SET DETAIL-SHEATHED STDTL05 ' GENERAL SEPCIFICATIONS: 1. NAIL SIZE = 3' X 0131' = 10d 2. WOOD SCREW = 45' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24. O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER ❑ETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH'THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. A-1 ROOF TRUSSES 7. VALLEY STUD SPACING NOT TO EXCEED 48', D.C. 4451 ST.LUCIE BLVD_ GABLE ENO, FORT PIERCE,FL 34946 COMMON TRUSS, OR 772-409-1010 GIRDER TRUSS 11 11 II 11 11 II II 11 I 1 11 11 11 II II II II II �I �I I I 11 II 11 II 11 II II 1, I 1 II II II jl 1, II II II II 11 ,I II 11 II II II II II II ,1 11 1, II II II � 11 1 I Ij Ij 11 II 11 II 1 1 11 11 I I I, II II iI 'I - Ij 1, I, it VALLEY TRUSS it BASE TRUSSES � I (TYPICAL) h L GABLE END, COMMON TRUSS, OR p ip VALLEY TRUSS GIRDER TRUSS (TYPICAL) VSEEAIL 'A' (TYP-) I WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET .SECURE VALLEY ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 TRUSS W/ ONE ROW CATERGORY II BUILDING OF 10d NAILS 6' O.C. EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. i DETAIL A ( a FEBRUARY 17,2017 TRUSSED VALLEY SET DETAIL STDTL06 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 00 NOT USE DRYWALL OR DECKING TYPE SCREW. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN ❑RAWINGS. ........-......'-' S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING A-1 ROOF TRUSSES EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY 4451 ST,LUCIE BLVD. GABLE END, TRUSS SPACING. FORT PIERCE,FL 34946 COMMON TRUSS, OR 6. NAILING DONE PER NOS - 01. 772-409-1010 GIRDER TRUSS 7. VALLEY STUD SPACING NOT TO EXCEED 48' D.C. II 11 II II II II 11 II II ,1 1 I 11 II II 11 II 11 11 II �I jl 1 I II II 11 11 II 11 1, II 1 II 11 I II 11 11 II II II II ,I 11 II II 11 II II II 11 I I II 11 II 11 II ,1 II Ij Ij II II II 11 ' 11 1, II II 11 II I I 11 II II II 1, II 11 1 ,I 1, 11 11 VALLEY TRUSS BASE TRUSSES (TYPICAL) l GABLE ENO, COMMON TRUSS, OR p ip VALLEY TRUSS GIRDER TRUSS (TYPICAL) � � 1 SEE ❑ETAIL 'A' BELOW (TYP.) WINO DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7=05: 146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 SECURE VALLEY CATERGORY II BUILDING TRUSS W/ ONE ROW EXPOSURE C OF 10d NAILS G' O.C_ WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4' X 3') WOOD SCREWS INT❑ EACH BASE TRUSS. DETAIL A (NO SHEATHING) N.T.S. a ' f I I FEBRUARY 17,2017 TRUSSED VALLEY SET DETAIL STDTL07 _ HIGH WIND VELOCITY I NOTE: VALLEY STUD SPACING NOT TO EXCEED 48' O.C. SPACING. ter; ram+ A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 712-409-1010 i I ATTACH VALLEY TRUSSES TO LOWER ' TRUSSES WITH USP RT7 OR EQUIVALENT. WIND ❑ESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND ❑URATION OF LOAD INCREASE: LGO MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACEO LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. ILI i CLIP MAY BE APPLIED TO THIS NON-BEVELED FACE UP TO A NON-BEVELED BOTTOM CHORD MAXIMUM 6/12 PITCH BOTTOM CHORD i FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS G/12 (MAXIMUM 12/12 PITCH) 1 1 A FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTL08 VERTICAL 2X6 SP OR SPF - •: STUD #2 DIAGONAL 11. TYPICAL 2X4 L-BRACE BRACE :�. NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. (4) - 16d NAILS NAILS SP VERTICAL SPACED 6' O.C. STUD (2) 10d NAILS INTO 2X6 � 2X6 SP OR SPF #2 SECTION B-B 2X4 SP OR A-7 ROOF TRUSSES SPF #2 4451 ST.LUCIE BLVD. TYPICAL HORIZONTAL FORT PIERCE,FL 34948 BRACE NAILED TO 772409.1010 2X4 VERTICALS TRUSS GEOMETRY AND CONDITIONS SECTION A-A W/(4) - 10d NAILS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN q Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO A BLOCKING WITH (5) - 10d NAILS (4) Ed NAILS MINIMUM, ROOF B j3X4= PLYWOOD SHEATHING TO SHEATHING 2X4 STD SPF BLOCK *DIAGONAL BRACING 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) - 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO 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. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF ❑IAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TD VERTICAL WITH (4) - STUDS WITH (3) lOd NAILS THROUGH 2X4 (REFER TO SECTION A-A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 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 77 BY SPIB/ALSC. END WALL MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL SIZE SPECIES SPACING BRACE L - BRACE BRACE BRACES AND GRADE 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'0.C. 3-8-10 5-0-11 6-6-11 11-1-13 2X4 SP#31 STUD 16'O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP#31 STUD 24'O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP#2 12'O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP 42 16'O.C. 3-0-11 4-9-12 6.6-11 10-8-0 2X4 SP#2 24,O.C. 3-14 3-11-3 6-2-9 1 9-3-13 DIAGONAL BRACES OVER G' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I-BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IOd NAILS 6' O.C., WITH 3- MINIMUM END DISTANCE. BRACE MUST COVER 907 OF ❑IAGONAL 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. a r f T-BRACE / I-BRACE DETAIL STDTL09 FEBRUARY 17,`2017 WITH 2X BRACE ONLY ........... .. ... . .. .: NOTES: T-BRACING / I-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING "ram' IS IMPRACTICAL. T-BRACE / I-BRACE MUST COVER SOX 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 8LVD. FORT PIERCE,FL 34946 772-409-1010 i 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 2X8, 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 i BRACE SIZE FOR TWO-PLY TRUSS NAILS SPECIFIED CONTINUOUS ROWS OF }i LATERAL BRACING WEB SIZE 1 2 { 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE SPACING � 2X6 2X6 T-BRACE 2X6 I-BRACE k 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. k } - T-BRACE NAILS NAILS WEB I i i NAILS WEB I-BRACE T-BRACE SECTION DETAILS � � A 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. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONE❑ DIRECTLY UNDER THE ............ TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST.LUCIE BLVD. FORT PIERCE,FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD 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) - lad SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') BLOCKING BEHIN❑ 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 (0.131' (0.216' DIA.) 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) - 10d 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' - a, WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) `-i y`:,;%t.� ter �;�,?.YSY;c: Ys.. �ti^``-.T,'-.Y;'`;• `�.T THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, ❑ESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - lad NAILS (0.131' 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 I 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). C 2. THE ENO 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 4451 ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. l FORT PIERCE.FL 34946 i 772-409-1010 TOE-NAIL SINGLE SHEAR VALUES THIS DETAIL IS ONLY APPLICABLE�TOPER NOS 2001 l(LO NAIL) THE THREE END DETAILS SHOWN B I DIA SP OF HF SPF SPF-S IVIEWS 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 .162 108.8 99-6 86.4 B4.5 73.8 ri SIDE VIEW (2X3) 2 NAILS .128 74.2 67.9 58.9 57.6 50.3 � NEAR SIDE p .131 75.9 69.5 60.3 59.0 51.1 J in .148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE N M SIDE VIEW SIDE VIEW VALUES SHOWN ARE CAPACITY PER TOE-NAIL. (2X4) 3 NAILS (2X3) 2 NAILS APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: NEAR SIDE NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.51 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 I i NEAR SIDE i i ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30' TO 60' 30' TO 60' 30' TO 60' i 45.00° 45.00' 45.00° G I i E.. • w FEBRUARY 17,2017 UPLIFT TOE-NAIL DETAIL STDTL12 TOE-NAIL WITHDRAWAL VALUES PER NDS 2005 (LB/NAIL) DIA. SP DF HF SPF SPF-S Lo Z .131 59 46 32 30 20 si O �` J .135 60 48 33 30 20 A-1 ROOF TRUSSES 4451 ST_LUCIE BLVD. In .162 72 58 39 37 25 FORT PIERCE.FL 34946 772409-1010 J 3E (D .128 54 42 28 27 19 I— Z .131 55 43 29 28 19 O z J LLI J .148 62 48 34 31 21 J (V Q � Z .120 51 39 27 26 17 CD 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 ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.S') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 COOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 COOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS ❑ESIGN DRAWING EXCEEDS 147 LEIS (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 F4-11' FOR NAIL 1-1 1 ' .25' NAIL FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW w a I FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 i — 2x2 NAILER ATTACHMENT - - GENERAL SPECIFICATIONS A-1 ROOF TRUSSES FORTP ERCE'F B34°6 MAX LOAD:-55 psf Roof Load, 170 mph, ASCE 772-409-1010 7-101 29'-0" Mean Height, Exp. B, C or D. i N° 2 A SQ 2� 2x4 SP No. 2 (Min) o° o° 1 .5x4 2x2 SP No. 3 1 .5 x 4 i April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 12 772-409-1010 VARIES (4) 12d TRUSS 24 . O.C. (4) 12d MAX 3011 (2'-611) j UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 2411 O.C. EXTERIOR FLAT SIMPSON H5 GIRDER 'fewj t' As tih u M 1�Jf itJi E1,E...t"aEiIL'iSf#{E�".A1AritG:FY^t3'f[ji.T4.C..tT�»'tk'4T'ira-1'!l pM !Hx+ ^..r 7. 4etiph ,'Ih al Ri.u4 1'rrsEEtE[da m 90 its nth iv T.Tcmbo 3iI.P IN .tY to E+sf¢, HE .DutkY'Sldi%C to Mc' ! hl E.a4 P9 tt.[ N lti kEW kQ A{crie tsl it` +.t� rM''> 14, dlaei b!•!.{la5} &.aa testy tsrpL ,gss3.,tl' .s QQQ�3. WIN gr 2 r`skr!, t foie Mto aLtp a:id fdmt'9 W:.9Ita:>a'.Sd ka t rypk Ydl tY=e!H{Sm=aaenr!'aartPd}:tmm•e iT i i txEx d_ ei ..ttt#t t>p+5imsf tv I.4idJsd Lm Ynta'a.n,»esi FRFrr.if 4 tt'c:tt lc. ..,ts t.i.aa.aHa.last ib..;a.t+eee:hY,}t i'�wryx.�v,i sS.n�c}tpxc da(Aa. rlw-ta ttfsst st et 6.aeid iHl GS51 SL LU ie B id, w, Fort Piece,FL 349.:G - ,C pnight.3-016AlRd{Lessra Atthcajik.>:IE;EE:.R.p nd 7ioq oP(R�sdetnxrcni ony4arm,apn4titrd.Ih ou}e ab(t6zp sss bn liom A4R 11»ses AnAna{T:Fem6aijlxP'L FEBRUARY 17,2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS,AND STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES ' I A' TOTAL NUMBER MAXIMUM FORCE (LBS) 15% LOAD DURATION OF NAILS EACH i X SIDE OF BREAK (INCHES) SP OF SPF HF i �! 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 FORT PIERCE,FL 34946 772-409.1010 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 i • 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 2XG) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C eta X ' `�1Q1 ti� y BREAK } 3 • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE y' r01 TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X' MIN �— 6' MIN 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 INSPECTE❑ TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING. OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TIRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. � x FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL16 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE.FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION 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 G' O.C. 2. THE ENO 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 J ..w A-1 ROOF A0 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. . 6) On flat surfaces,adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts,electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified,valley framing design,connection,material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10)Trusses are not designed to carry the chimney,cupola,steeple,or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1)The specific engineered truss drawings are subject to other terms,conditions,and details on the truss placement plan and/or individual truss design drawings. 12)Trusses are designed to carry ONLY the specified,loads on the engineered drawings. Point loads for materials, erection personnel,equipment,whether temporary or permanent,are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce,FL 34946 772-409-1010 Office 772-409-1015 Fax www.A1truss.com STRUCTURAL 01NIN c'TORS`. A 11! Gk'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 T1 JUS24 1881, 655 750 820 510 - - - - (4)-10d(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - - - - (4)-10d(Header), (2)-10d(Joist) T2 JUS26 1881, 850 975 1060 1115 (4)-10d(Header) FL821.42, (2)-10d(Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - - - - _ (4)-lod(Header) (2)-10d(Joist) T3 MSH422 1931, 2025 2025 2025 (22)-10d(Face-Face Max Nailing) FL822.36, (6)-10d(Face-Top Max Nailing) O8- (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 1-112 or 2-10d x 1-112(Carried Member) _ (20)-10d or(2)-IOd(face) (4)-10d(Top) T4 THD26 1781, 2485 2955 3060 2170 (18)-16d(Face) FL13285.35, (12)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTLI26 2940 3340 3600 1555 _ _ - - (11)-lod x 1-112(Carried Member) (20)-10d x 1-112(Carried Member-Max Nailing) ' (20)-16d x 1-112(Carrying Member) a (20)-16dx I.112(Carrying Member-Max Nailing) r., 1 us STRUCTURAL CONNECTOR5� A MiTek'Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No " Required Fasteners (4)-10d(Header) (4)-10d(Header) - T1 JUS24 LUS24 (2)-lod(Joist) (2)-lod(Joist) (4)-10d(Header) (4)-10d(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 MS H422 (6)-10d(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount) (6)-10d(Joist-Top Max Nailing) (2)-16d(Face-Top Flange) (4)-10d(Top-Top Max Nailing) (4)-16d(Top-Top Flange) (18)-16d(Face) (11)-10d x 1-112(Carried Member) (12)-10d x 1-1/2(Joist) (20)-10d x 1-112(Carried Member-Max Nailing) - T4 THD26 HTU26 (20)-16d(Carrying Member) (20)-16d(Carrying Member-Max Nailing) (18)-16d(Face) (14)-16d(Face) - T5 THD26-2 HHUS26-2 (12)-10d(Joist) (6)-16d(Joist) (28)-16d(Face) (26)-10d x 1-112(Carried Member-Max Nailing) - T6 THD28 HTU28 (16)-10d x 1-1/2(Joist) (26)-16dx 1-112(Carrying Member-Max Nailing) (28)-16d(Face) (22)-16d(Face) - T7 THD28-2 HHUS28-2 (16)-10d(Joist) (8)-16d(Joist) (18)-16d(Face) (14)-16d(Face) T8 THD46 HHUS46 (12)-10d(Joist) (6)-16d(Joist) (28)-16d(Face) (22)-16d(Face) - T9 THD48 HHUS48 (16)-10d(Joist) (8)-16d(Joist) (20)-16d(Face) (10)-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 I USP Ns. STRUCTURAL CONNECTORS" - A MiTeW Company f U• C� kV „ s a JUS24 JUS26 MSH422 TH D26 TH D26-2 TH D28 3 S� F 3 F ! TH D28-2 TH D46 TH D H 26-2 �w L4f - i Ofi a } THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very . helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted,trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for"field built"trusses. 2. 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