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Home My WebLink AboutTRUSSI :k • ROD dit•F'(Iiitea�G TRUSSE1 A FLORIDA CORPORATION RECEI"-D AUG 117017 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on fur b90MVstablished by o e, Copy A-1 Roof Trusses �L✓ 4451 St Lucie Blvd Fort Pierce, FL 34946 Sitemotion: Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block: 1 Model: BERKSHIRE 2177 Address: 9313 PORTSIDE Subdivision: 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 '-dudes 42 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 A0220390 A01 5/11/17 13 A0220402 A10G 5/11/17 25 A0220424 HJ7 5/11/17 2 A0220391 A02 5/11/17 14 A0220403 B01GE 5111/17 26 A0220425 HJ7B 5/11/17 3 A0220392 A02A 5/11/17 15 A0220404 B02 5/11/17 27 A0220426 HJ7P 5/11/17 4 A0220393 A03 5/11117 16 A0220405 CA 5/11/17 28 A0220427 J7 5/11/17 5 A0220394 A03A 5/11/17 17 A0220406 CAB 5/11/17 29 A0220428 RB 5/11/17 6 A0220395 A04 5/11/17 18 A0220407 CAP 5/11/17 30 A0220429 RP 5/11/17 A0220396 A04A 5/11/17 19 A0220408 CJ3 5111/17 31 A0220430 L01G 5/11/17 8:. A0220397 A05 5/11117 20 A0220409 CJ313 5/11/17 32 IA0220431 VO4 5/11/17 9 IA0220398 A06 5/11/17 21 A0220410 CJ3P 5/11/17 33 A0220414 FL01 5/11/17 10 A0220399 I A07G 5,111/17 22 A0220411 CJ5 5/11/17 34 A0220415 FL01GE 5/11/17 11 A0220400 I A08 5/11/17 23 A0220412 CJ58 5/11/17 35 A0220416 FL02 5/11117 12 A0220401 A09 5/11117 24 A0220413 CJ5P 5/11/17 1136 A0220417 I FL02GE 5/11/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc, under my direct supervision based on the oarameters provided by A-1 Roof Trusses. Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and maybe part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional p engineering responsibility for the design of the single Truss depicted on the TDD or5f�ithy T. Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. This item has been etectivnically signed and sealed by Anthony Tombo In, Ht., on 5/11117 using a digital signature. Printed copies of this document are not considered signed and sealed. The signature must be verified on any elactronic copies. by Ai m T. tPbA..• oa 4. No giD083 e, VL1�� rj s III, P.E. `rrgA�G099�• SERIAL #: 3B BCA22100 0000004C1297DF Page 1 of 2 r J MA-1-HOOF TRUSSES A FLORIDA CORPORATION RE: Job 68026 No. Seal # Truss Name Date 37 A0220418 FL03 5/11/17 38 A0220419 FL03GE 5/11/17 39 A0220420 FL04 5/11/17 40 A0220421 FL04GE 5/11/17 41 A0220422 FL05 5/11117 42 A0220423 FL05A 5/11/17 43 STDL01 STD. DETAIL 5/11117 44 STDL02 STD. DETAIL 5/11/17 45 STDL03 STD. DETAIL 5/11/17 46 STDL04 STD. DETAIL 5/11/17 47 STDL05 STD. DETAIL 5/11/17 48 STDL06 STD. DETAIL 5/11/17 49 STDL07 STD. DETAIL 5111117 50 STDL08 STD. DETAIL 5/11/17 51 STDL09 STD. DETAIL 5/11/17 52 STDL10 STD. DETAIL 5/11/17. 53 STDL11 STD. DETAIL 5/11/17 54 STDL12 STD. DETAIL 5/11/17 55 STDL13 STD. DETAIL 5/11/17 56 STDL14 STD. DETAIL 5/11/17 57 STDL15 STD. DETAIL 5/11/17 58 STDL16 STD. DETAIL 5/11/17 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These,truss designs rely on lumber values established by others. Page 2 of 2 6. Job Truss Truss Type City Ply A0220390 68026 A01 Common I 1 1 Job Reference (optional) Al KooT ! russes, ran rrerce, rL. o4a4o, ues1yn1&a iuuaa.cuiu Run: 7.640 s Oct 7 2015 Pnnt: 8.020 s Aug 312016 MITek Industries, Inc. Mon Mar 27 14:18:14 2011 Page i ID:In1 E14n4krFMR5vCX81ws4z20vo-?W7b_WSFBryNGQPZvml?Uligz4MXW?s89zwC?7zWjeN 6.00 12 4x4 = F1 13 11 — 9 3x6 = 1.5x4 11 3x4 = 3x8 = 3x4 = 1.5x4 11 3x6 = Dead Load Defl. = 1/4 in 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 0.95 Vert(LL) 0.14 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.36 11-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-MSH Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1358/0-3-8 (min.0-1-12) • 8 = 128210-3-8 (min. 0-1-10) Max Horz 2 = 71(LC 4) Max Uplift 2 =-933(LC 4) 8 =-801(LC 5) Max Grav 2 = 1477(LC 10) 8 = 1401(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2360/1331, 3-4=-1662/1029, 4-5=-1573/1057, 5-6=-1573/1057, 6-7=-1662/1029, 7-8=-2361/1334 BOT CHORD 2-13=-1023/1997, 12-13=-1023/1997, 11-12=-1023/1997, 10-11=-1025/1998, 9-10=-1025/1998, 8-9=-1025/1998 WEBS 5-11=-527/965, 7-11=-813/616, 7-9=0/338, - 3-11=-811/613, 3-13=01338 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. 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 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 933 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASE(S) Standard 'Rusq [Icon deovbey'm.fl+DRPi Id.wP.!did..u. 0dmsohsrvise,tC+lush I[d, u.Y 411!IauMur p!am!l+OMocdf+r Ile YaDale Wed 7so bass Wdp ope!np.e.Sy!udn hgis!er�tte uduary i66regesutsuanphn+d!h gdes,f+nt s:guan rssyusillin6r0e'uu¢dt6+shglelmslgiael saM TOD Wy, aMrTM1l. iSeduiu+s,onys+s;, 6+l6yu+lains, gidnn! Anthony T. Tornbo ill, P.E. 000 Oh,Tus,b,a7hilixpisWrnynd>rhhdlk.D.on,T Nue,ohdtdspwwr'A+ldisgDnlgm-i.deuvddLieIILn!@luluslnslklfegmdeslTEFLReaygmd+lttei67!donyndl.seoEWfmLUddugtenlirys'Inge,ie!tdlncnciMcd.gs:a116tiGu!gusillChd « 80083 M41IdepOeugnndrsnerdu.Rll Wensud6lhsIDCnimpudiu,sal pvilrllnasdMetn'Siv;(oapunSahn 1.+rnnse{rlSfjgsElnl!lly lPl ur stfiere+!tasud In gueW gnyuo. lPoll+tiushu+s;xmOiMuu/1n�!sdtS!Lns Dengu!.iru,De,iy�Fegiexruilrrs 4udso.nr, od<ss 4451 St. Lucie Blvd, dEnvne delnelknroslm,Oqs!le,.a io vrtlap Fr cOyoae; indeL Tl+Tns DwPffgheer is 60T As Iolsmp hsip,sr'o!hm Snleo Eq.,dsu hug, ".ruirul!ms... s hru+l to I&I. Fort Pierce, FL 34946 Upylighl020I6 AI Peolhosses- Aalhony I. lombo III. P.E. Repiedutfien of ibis dotvmeal, in any farm, is prohibited without The wdTleapermissiooham A-IRoofItusses-Ardbony L Tomb III, P.E. Job Truss Truss Type Oty Ply 68026 A02 COMMON 1 1 A0220391 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:15 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z2Ovo-TihzCrTtv84EuZ—ISTGEOyWrzUhpFSSlOdgmXZzWleM 17-8-0 Q9-2 4 17-0-0 17,4,0 25-5-13 34-8-0 36-0-0 9-2 4 7-9-13 0-4-0 7-9-13 9-2-4 1-4- �Xtq 6.00 12 Dead Load Dell. = 114 in Iq 0 14 — 12 10 44 = 1.5x4 11 3x4 = 3x8 = 3x4 = 1.5x4 11 4x4 = 9-2 4 9-2-4 17-4-0 8-1-12 25-5-13 8-1-12 34-8-0 9-2-4 Plate Offsets (X,Y)— [5:0-4-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 1 Vert(LL) 0.14 12 >999 360 MT20 244/1B0 TCDL 7.0 Lumber DOL 1.25 BC 0.76 I Vert(TL) -0.36 12-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-MSH Weight: 166 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-3 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1358/0-3-8 (min. 0-1-12) 8 = 135810-3-8 (min. 0-1-12) Max Harz 2 = 33(LC 4) Max Uplift 2 = -934(LC 4) 8 = -934(LC 5) Max Grav 2 = 1478(LC 10) 8 = 1478(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2355/1328, 3-4=-1668/1033, 4-5=-1578/1058, 5-6=-1578/1058, 6-7=-1668/1033, 7-8=-2355/1328 BOT CHORD 2-14=-978/1999, 13-14=-978/1999, 12-13=-978/1999,11-12=-979/1999, 10-11=-979/1999, 8-10=-979/1999 WEBS 5-12=-512/945, 7-12=-792/600, 7-10=0/338, 3-12=-792/600, 3-14=0/338 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: 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 3) Plate(s) at joint(s) 4, 6, 2, 13, 12, 7, 10, 3, 14, 11 and 8 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) atjoint(s) 5 checked for a plus or minus 4 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 2 and 934 lb uplift at joint 8. LOAD CASE(S) Standard 1.4'11! finsivfais.tle14IDGF i10SSPS�SEtt6'TdEAnl!TEN6[D&DOM, dS NSTOH{RUta'plf[FT6iiDDIL'{P Iom rerrytesip ponadn ndmldn#uNssLoss Design [ro. gtIP7; uirrt barsrUw DI,Isltet—SJmldrreru. doles orksm—m;W mhe 119,M PLlekusHaor plaeuhllHnkirttlefDOmlno;id 9eTnw MGp(npaeerji.e.Speardlr Elpiaser'r. fe ud ra mp lDPpepreseds reualhradsis;rdessixel e. �remcq tFSPCeslid,h is n2 dHRtdlFAfiegltlrlSi ltlidll a0 R1ID91dq;cA!!TpI1.Rtdargeessoogtla:,lnekgnstniess,sutetil�y Anthony T. Tombo 111, P.E. and e;,'Ias Tfsssb, Fcl tFdlgisti!rrsprlsi.1,4 ofMe0.,,,fi,D,u?,dlrneedrlerti."el Wldit1 D1114EFl.at:'.,"pdd-elk111Kad tr 1N1ln1dulods.11t11.theo11-1d6,s TODuIasi.11.ses!ON Tlsso. oddgl w4fi,S Slwep, i'sMra adI,*I s6;I1 h far:gast49 ,'t 80063 to f.inag Dsigtenrl (txndor 1:1,91; sit as a nl TD7 nddrll asa ail radmis dtls dm!Gpp(.npod ssslr It TPl ad SICA uenlusatd lu psesid Pdoue. T?bl6fioes df reranihlmFsod dni¢sdtlFlnss DenpecLs DesiLahgicsuesl lrow Madsa ix, Wus 44515t. Lude Blvd. dln�ue drinel'ye Gdaalye:d:;:a irwrnmill dl lb'nr; lv:lnl. Ratty r Dsep Ea; is hot do Milf gOgs�=+:r,oflnss SIsterbl—ful 109olFort Pleree, FL 34946 zt (opypight'L17016A.IRoof Lusses-AnthonyT.Tamholll,P.l. Reproduction of Ibis dowasem, in any form. is prohibited without [be wrinto penrission front A-1 loolbusses -Anthony I.Tombo 111, P.I. Job Truss Truss Type Qty Ply A0220392 68026 A02A Common Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:15 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-TihzCrTtv84EuZ_ISTGEOyWrtUhmFSPIOdgmXZzWjeM 17-8-0 1 4- 9-2-4 17-0-0 17 25-5 13 34-8-0 1 4- 9-2-4 7-9-13 0�x8-4� 7-9-13 9-2-4 6.00 12 Dead Load DeFl. = 1/4 in 8 M [q 0 13 — 11 9 3x6 = 1.5x4 11 3x4 = 3x8 = 3x4 = 1.5x4 11 3x6 = 9-2-4 17-4-0 25-5-13 1 34-8-0 LOADING{psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.14 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.36 11-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB , 0.75 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2010ITP12007 Matrix-MSH 1 Weight: 164 Ib , FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) • 2 = 1359/0-3-8 (min.0-1-12) 8 = 1282/0-3-8 (min. 0-1-10) Max Horz 2 = 72(LC 4) Max Uplift 2 =-934(LC 4) 8 =-801(LC 5) Max Grav 2 = 1478(LC 10) 8 = 1401(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2356/1329, 3-4=-1669/1034, 4-5=-1579/1060, 5-6=-1579/1060, 6-7=-1669/1034, 7-8=-2359/1332 BOT CHORD 2-13=-1020/1993,12-13=-1020/1993, 11-12=-1020/1993, 10-11=-1023/1996, 9-10=-1023/1996, 8-9=-1023/1996 WEBS 5-11=-513/947, 7-11=-796/603, 7-9=0/338, 3-11=-792/600, 3-13=0/338 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. 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 3) Plate(s) at joint(s) 4, 6, 2, 12, 11, 7, 9, 3, 13, 8 and 10 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) atjoint(s) 5 checked for a plus or minus 4 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASE(S) Standard i5xuag � fle!s! den+gUr rcri¢x ftr'Id iCGF 1rdSS3f Si(lEg i GFIIEIrt 7rINS a (OggtII.M.NSigNfrd!a'; 1(r10&?iil64.?II' 6m. r!rdgf!up q!rta!tm nlrted Wpw tEitrmss Ofsiga (sav,ag(IbP enl Pr Irirrt f.Lnh dl, P.E. fef!ren!:!.»i Id¢re s!. !I¢less oti!rsi;e sMef as tl! Irk, tdy !Lien uumc+plaev sded Y:mk hrtle ichu!¢¢d,d Ssalr+v druq��y¢e!rite..5re¢:�ry&g,.!ahtk!seJ es vyTDhrepre!ensn;±¢¢rnn¢altn Ndasu¢:¢y*.menuq!¢sq¢esiG?tniur!oefnimslN.zsl!gle rnss eepee/ud!@AW.,¢.d¢r R41. IDeSm�yn nseorye!:, het�.ga!I9�e!!, sate!i!Iry Anthony T. Tombo III, P.E. adore el lhr TrralercrgRildag is liuesp¢si'v4hd@!Or¢n, t'x ]xmr!evihn:d!r!A or>r!&Itiq G!sign!cieGzre�'at!Ifa ltL>~!Ir(n/c!I!et loil5!gra'e ai rFlI.R¢oq�mrd of lteTia!d ors ne8n¢af@!ims, addisq b;cEGy,sWq!.ix±Nlmiw xad her,¢gshll5e lle n±quuhLRd «80083 ' k¢kildavggmlgnvnt;axeeer.d!Im¢;a!mtki(etaantmgrvciaser9y:i!¢!msrtlero-i4+sgfmq!umSd¢h6runmu;i(Sip,:slislelsrrA!NSr(derenfxeu¢afugaurdyad:ero.RFltefioas¢:!rt;;cadilm¢sWln,s;du!UrcsC¢nquc�nxDesre!yx¢erWrmsY¢!domnr,vkss 44515t.Lud.Blvd. Ghrwlss a¢ha±d s Gmcn ePe¢! v;w is r<msg 6s dt Tortes In!;¢d. rn Las @sib r�gi!!n Is Ngl de kllq Duign!t si L!ss $st±m Eq� nrcf u! hNtag. AlcpOdhF(I!¢m! 4'! O! t!t6.N IB R!I. � Fort Pierce, FL 34946 (opytight©2616 A-i Acolhosses- Anthony T.Tombo 111, PA. Nepmduttion ofthis domment, in any [aim, is prohibited without the written pe¢missioa hem A-I&ooflsusses- Anthony]. Tombo Ill, P.E. Job Truss Truss Type Qty Ply 68026 A03 HIP CAT 1 1 A0220393 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:16 2017 Page I D:ln 1 E14n4krFMR5vCX81 ws4z2Ovo-xvFLPBUVgSD5VjZyOBnTZA22Ju_f_ODRcH PJ3?zWjeL T1-4-Q 15-0-0 19-8-0 26-11-0 34-8-0 36-0-p i-4-d 7-9-0 7-3-0 4-8-0 7-3-0 7-9-0 -4- 6.00 F12 4x4 = 4x4 = Dead Load Defl. = 1 /4 in v..a ne•ronuci 5 c 16 — 14 13 11 44 = 1.5x4 11 3x8 MT20HS= 3x4 = 1.5x4 11 44 = 3x4 = 3x8 MT20HS= 7-9-0 15-0-0 1 19-8-0 1 26-11-0 , 34-8-0 r 7-9-0 7-3-0 4-8-0 7-3-0 7-9-0 Plate Offsets (X,Y)-- [5:0-2-4,0-2-01,16:0-2-4,0-2-01 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.45 14-16 >929 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.68 14-16 >609 240 MT20HS 187/,143 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-MSH Weight: 170 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing, Except: 7-9-11 oc bracing: 13-14. WEBS 1 Row at midpt 3-14, 8-13 (—MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1358/0-3-8 (min.0-1-13) 9 = 1358/0-3-8 (min. 0-1-13) Max Horz 2 = 33(LC 4) Max Uplift 2 = -923(LC 4) 9 = -923(LC 5) Max Grav 2 = 1535(LC 10) 9 = 1535(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2594/1374, 3-4=-1973/1105, 4-5=-1895/1120, 5-6=-1730/1097, 6-7=-1895/1120, 7-8=-1973/1105, 8-9=-2594/1374 BOT CHORD 2-16=-1047/2232,15-16=-1047/2232, 14-15=-1047/2232, 13-14=-571 /1610, 12-13=-1049/2233, 11-12=-1049/2233, 9-11 =- 1049/2233 WEBS 3-16=0/302, 3-14=-716/545, 5-14=-200/521, 6-13=-200/521, 8-13=-716/545, 8-11=0/302 WEBS 3-16=0/302, 3-14=-716/545, 5-14=-200/521, 6-13=-200/521, 843=416/545, 8-11=0/302 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. 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift at joint 2 and 923 lb uplift at joint 9. LOAD CASE(S) Standard i5uaxg-N?os! .......... mrl'alr tsclx Ik'R i IOOF IIUSS3� SEtIEI"y Ffr[Irl7EIMS a lahot ols CUSTOM{'aJJ!EI"; IrKROh?;OGFSe'.IT lam. id�?rdesige pa«adrs ul«ednfse Y,it rme! ^resip fae.dpj(4,; aerie Ad'noa/ r.Tmh UI, P.;.Id!r?xe S*.:ale6re ese. Uclees dk!ai«stael m ne RAG, eff Wieknnmx plan ne0 h!c;:e nrneiaowle!tlr1 SselmsOssige ygnnl.e..SpcaOr Eagw?Np,ne ud ao �7IDGeemsetls aae!apluadth?ladsss«n oginenag«sp?esllnhrartet deaa d ne iielle Iirylad kA, too edp mk! RILi. ale de!�p: nsaataeee:lnlay ndn;cn,smrtlflar Anthony T. Tombo III, P.E. ¢el,u11, Trasin.1 biRel is Ike mpasi5rg4 He 0w'Nornrsnflmasfeel acnefmlOgomp",it,....ddhe ll[,n!II(ndc!Inal!¢itffilwdend lild.tle.ltroddne i00 ueon.eeld rte ofne inst uddulYrE'iaq, duge.:r.!hila:n ndMactel'tollhene ntpeauRb d ii 80083 ne t.ild 4Oetlgae, val (nnrdar. All en,; ie.,Ih tk iGO ul n? pm ut oo9 rM,Iinas dn! l,wq G«pan Sain lnitrnmae;Itso,44tlad lrTM,,i Stfl erz «fx.,I fn gecnd lndmn rpl I r!fi?f nl fFi(Wii11ie1eS ali/d:Ef dtnrme OeillMe'fU15 Get1'm'.ep;GFefGr IR*if Y4G�iamen,!ade:1 4451 St. Lucie Blvd. ah!wise ddia!dSae4¢tranq,edv^�a isw:a lr atldoae:IntleA. Per«tshiipfginnit NomernlTaDetigA?t,atr«SSSrinli:.t"y.e!fl4fell leuiEg.:UI CpIIaIRFC nfIaS Ke05 d3r�E!i is r7Fi. t fort Pierce, FL 34946 (opyright©2016AIRealbasses-Anthony1.Tamho111,0f, Repmduuiono116isdommee.6inanyform;isprohibitedwithauuhewrittenpemtissionfwmA-1Rodbusses-Anthonyl.lomhoIII,P.E. Job Truss Truss Type Qty Ply A0220394 68026 A03A HIP CAT Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:16 2017 Page 1 ID:In 1 E14n4krFMR5vCX81ws4z2Ovo-xvFLPBUVgSD5VjZyOBnTZA22Hu—e—OBRcHPJ3?zWjeL l4 7-9-0 15-0-0 19-8-0 26-11-0 34-8-0 4- 7-9-0 7-3-0 4-8-0 7-3-0 7-9-0 6.00 12 4x4 = 4x4 = z..n n,1TOIIW / 15 .- 13 12 '' 10 Dead Load Defl. = 1/4 in 4x4 = 1.5x4 11 3x8 MT20HS= 3x4 = 1.5x4 11 4x4 = 3x4 = 3x8 MT20HS= 7-9-0 15-0-0 , 19-8-0 26-11-0 34-8-0 7-9-0 7-3-0 4-8-0 7-3-0 7-9-0 Plate Offsets (X,Y)— [5:0-2-4,0-2-01,[6:0-2-4 0-2-01 LOADING`(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.45 13-15 >929 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.68 13-15 >609 240 MT20HS 187/143 BCLL 0.0 * Rep Stress [nor YES WB 0.26 Horz(TL) 0.13 9 n/a n/a BCDL .10.0 Code FBC2010/TP12007 Matrix-MSH Weight: 167 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.' BOT CHORD - Rigid ceiling directly applied or 5-7-8 oc bracing. WEBS 1 Row at midpt 3-13, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1359/0-3-8 (min.0-1-13) 9 = 1282/0-3-8 (min.0-1-12) Max Horz 2 = 72(LC 4) Max Uplift 2 =-924(LC 4) 9 =-790(LC 5) Max Grav 2 = 1536(LC 10) 9 = 1459(LC 9) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2595/1375,3-4=-1974/1107, 4-5=-1896/1121,5-6=-1731/1098, 6-7=-1896/1122, 7-8=-1975/1105, 8-9=-2598/1378 BOT CHORD 2-15=-1090/2227, 14-15=-1090/2227, 13-14=-1090/2227,12-13=-612/1604, 11-12=-1093/2229,10-11=-1093/2229, 9-10=-1093/2229 WEBS 3-15=0/302, 3-13=-716/544, 5-13=-200/522, 6-12=-201/522, 8-12=-719/548, 8-10=0/303 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. 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 924 lb uplift at joint 2 and 790 lb uplift atjoint 9. LOAD CASE(S) Standard "4 1[! thn,glpnot-,tta•A-T(DeFnussjsi•s(lt(k•k clrru!nrxsA(tuonror;CUSTDM{",11E1';l(QOh`w14U_fl•hm-Per.ryltrifa p,nnm nl ned atletu Ikis4as0esig[xmngpDJ,::i ne Aninnt LTwh16,P.:.rdenaa L"eaktlm na. Udessaflervinrddee on If, IN, a Ir ILieknwfu pkressltg ka ntt'hrtle iCDuke solid Ass Tras Note 6gnerp.e-$eodpy Ggiml,1,"d nomyTDDlp2nfeM tnS{flDtti(n 6fnegntnshei1ngnen.geesrN[IANh fm th essip fte staff, Tress eegmts note, TDD nlr, lair RLl. Tke drugs eslmities, Iterelgneddleer, rmlebnnr Anthony T. Tombo 111, P.E. mdt;ede+s Trtnslttscsletlrnq isl'aensgeeil'aLhdlkt O�eeL tle6ndseelhdeed gegwtSe P�vIGeq Cesiprr. ierxrxn7!A eltie lt(, ce 11(nlxe lint luildnq mCe;ed Tfld. fke r@nnldYeeiDD ul vn ieli ne otRe insL uddiag Mr6iiq, shrpe.Ierhllmcc adhreeq still le@e nyasiAllhd «80083 Is hildaq Dengnnd(nnnedw. Nl rater nhnhtEaitOndmdroauewd gwlelieesdNe sadfey hnpun Sarq h'snru(l(Sfj qe islet lrlPl tel SlGenntxeorn fw gne�pdmn. TRd htines@tn;wmitilnes nl ln:vdlDa inn Detlpw,inssgen.�hglanrWlrrs 6lwatomrw, glen 44518t. Lucie Blvd. wknwisde udIs, hdad egnd,an!—an ky of Into, �mshd If.. Tress 0ntfe Ispla is NO[ lte hlldsg Desigoar.t?rnssStemsgiesx a rat We%ufar�iltd nr�s,n at d:�.dmroia. Fort Pierce, FL 34946 (opyaight®2016A I Roof Teems Anthony 1. lumba ill, P.E. Repiedurtion of ibis discontent, in any form, is paobibiled withoul the written permission hem A-1 Roof Losses-Anthonyl. lombe ill, P.E. Job Truss Truss Type Qty Ply A0220395 68026 A04 HIP CAT 'j Job Reference (optional) At rcooi trusses, rorl rierce, ru J4e40, aeslgnrga luuss.com 5 Mull; f.ouu s UGL J LU 114 rflfll: o.ULU s /Au9 31 LU 10 Iwf1 I UK InUuBlnes, nu. rvlon Iwar'di i4: 1 o; 1 r Zu I r ID:lnl El4n4krFMR5vCX81ws4z20vo-P5pkdXV7QmLy7t88auli6NbE41NajPkarx9tc 6.00 12 48 = 5 Dead Load Defl. = 5116 in 14 13 —' 12 11 3x4 = 1.5x4 11 5x6 = 5x8 = 1.5x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2010rrPI2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-11 cc bracing. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1358/0-3-8 (min.0-1-13) 9 = 1358/0-3-8 (min.0-1-12) Max Horz 2 = 33(LC 4) Max Uplift 2 = -914(LC 4) 9 = -914(LC 5) Max Grav 2 = 1525(LC 10) 9 = 1509(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2620/1396, 3-4=-2143/1161, 4-5=-2080/1184,5-6=-1850/1147, 6-7=-2041/1183,7-8=-2104/1161, 8-9=-2589/1396 BOT CHORD 2-14=-1083/2266,13-14=-1083/2266, 13-21=-686/1782,12-21=-686/1782, 11-12=-1087/2240, 9-11=-1087/2240 WEBS 3-13=-546/451, 5-13=-130/518, 6-12=-130/477, 8-12=-554/451 K-51 'a CSI. DEFL. in ([cc) I/deft L/d TC 0.70 Vert(LL) -0.1912-13 >999 360 BC 0.74 Vert(TL) -0.5012-13 >836 240 WB 0.57 Horz(TL) 0.13 9 n/a n/a Matrix-MSH NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1 60mph'(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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10;Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 914 lb uplift at joint 2 and 914 lb uplift at joint 9. LOAD CASE(S) Standard 34-8-0 PLATES GRIP m MT20 244/190 Weight: 176lb FT =O% t'duoxg •Ilwst ikn!plipnile Il¢'A1 rCCF ItUSS31 SE[lEt y d[a[IllTE1N5 E TOrggI0k1 NS1041tE1rtPl IfrNON1FM9t!fP lam, rndt dolp pmmdus nl n¢d sda x! nis inss A?ip l+� s�¢Og; oni d! A!ISsay LTwh 91, p.E.lel!nue 5!;!!1¢In! n¢. Ili¢x dkurt!¢ shteim�tle I[9, adp WTel uue!w pMtssNg a!udlerde taawNseatsss LauMsyeFgase¢rp.e.. Speudryfatn!ai,'!!sul to uy9Ciepreseds—ftlen.all. pe.0.d us� low'sakelliry Anthony T. Tombo ITI, P.E. ad rse of ks inns 6rurtdtal iakugtoiWard$10 mNQ.urs Wluldgtn uss: Will Cop,. Irhk ldd n' KI .: IIT ulCt hal kilall udeesd 1111. IN appiuddlkTCd Ill vorhdl utdt,Tnu.i'Mol Will, sn'lpe.:uhllml cd Smdep dell kit, ouns'l14f d « 80083 INta11"Dulael ni Ten:eder: RlUnns¢nnuYuerCCulls!p¢oams o!Ipn!dlmsdNe loi!nc54mPnnSuleh lnrtvnmee{t(SI)p.".lid¢IhyiPl udS6U ttudu!oe¢d htpa¢¢m pdu:e. T7471!haes R!ra;;art;aam!s sel ldiudl5!inu C¢opn.fi,;% huts Divu.A Ttrs ller.Aeunu, ul!u 4451 St. Lucie Blvd. dhs.IseddmeJbnEdna glod''Ton 1..'ampndt eunnm!dnAlb!This hap htlun is IT a le 101.1 gwgna ¢r 1 SSnt¢m Temurdaq Nikmp. In"1oliud I'm P- ffid to M. Fort Pierce, FL 34946 (appighl 02016 Ad Real busses- Anibonyl. lombo Ill, P.I. Reptodudion of phis dommenil in any [elm, is plahibiled without the when pansission ham Ad Roof Lusses-Anthony 1. Tombs III, P.F. J Ll Job Truss Truss Type Qty Ply A0220396 68026 A04A HIP CAT 1 1 Job Reference o tional Al Koof I nlsses, Fort Fierce, t-L 3494b, clesignigfaltnssS.com A-4-0 6-6-15 13-0-0 Kun: r.buu s uct 3 LU74 Film: omzu a Aug 3-I LUIb III I eK ID:I n 1 E14n4krFMR5vCX81 ws4z2Ovo-F 4x8 = 6.00 12 5 4x6 = R Inc. Mon Mar 27 14:18:17 2017 Page 1 mLy7t88auli6NbE41 NajPharx9tcSzWjeK Dead Load Defl. = 5/16 in 13 12 -- 11 lu 3x4 = 1.5x4 11 5x6 = 5x8 = 1.5x4 11 3x4 = LOADING•(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL ,10.0 Code FBC2010/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T& 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. • REACTIONS. (lb/size) 2 = 1359/0-3-8 (min.0-1-13) 9 = 1282/0-3-8 (min.0-1-11) Max Horz 2 = 72(LC 4) Max Uplift 2 = -914(LC 4) 9 = -781(LC 5) Max Grav 2 = 1526(LC 10) 9 = 1432(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2621/1397, 3-4=-2144/1163, 4-5=-2081/1185, 5-6=-1852/1149, 6-7=-2042/1186, 7-8=-2105/1164, 8-9=-2593/1402 BOT CHORD 2-13=-1128/2261, 12-13=-1128/2261, 12-20=-727/1776, 11-20=-727/1776, 10-11=-113212237, 9-10=-1132/2237 WEBS 3-12=-546/451, 5-12=-130/518, 6-11=-131/477, 8-11=-557/455 PAIM-IIe1 CSI. DEFL. in (loc) I/deft L/d TC 0.70 Vert(LL) -0.1911-12 >999 360 BC 0.74 Vert(TL) -0.5011-12 >834 240 WB 0.57 Horz(TL) 0.13 9 n/a n/a Matrix-MSH 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. 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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 914 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 174 lb FT = 0% Items; • Flint i—Ji5'mk•tlt'l l FOOr InSSa(SfllEl"s DttN! TfINS a (OIODIOFS (OST09rdfw; lmQ8!(CONW f ,. i:im4up;natln olrtdtatsa ttisL¢s ail;t L4magP0ij nl k LtSni f. ituh OI, PE fdaege flat Were eu. 8dnsmilrsise ddel mseiel(d, ss'7 eL(eka¢er,smesflogh!usFdlrtde lWwle nlli tstirns Ottip 6gteerp.t-g;eua7r G;iudt ttd nmgID0¢p:n¢ffnutltettsdeit rrdtslNtdeepneng rlSptFSlFihh fYfbt dHl¢dIM 111pl I¢n/t;Idllell{t rDD ldr,,vdetlF4l.iledeu�nseo;ews, being¢eOinF, estrttlar Anthony T. Tombo 111, P.E. vdFcedrlf irnsl¢oryW/x3h9ttnpaiLhhd(leOwFa,4k?.¢hntllrited gt¢xAt;mlfiq G¢ipeeUtkta:?.A tICUr(, 7t lit .1vtt1 11,0gwkte(IF]1.Theespil fth INWter heldddt lml, adF(m;104i%tmrge. sWeset¢d hem; Ad it the .,I 11 14d ."i 80083 Ite 411lx; Onignnd bmemt. lllemf ntxt¢oe iCOnlnt;rmm msl;aiedandtltltilps; Gapun Sden gtramee(f(SgpellAdhtlFl ¢f Sr(l trt nF¢tu</fu;Fr.Ftd pid¢n. ul•Ilehtes de res;wJllmeseellnet eflhirns Oes;ue.irc;t Oesigo b;'seer¢/Inns 4Fuitertn, aden 4451 St. Lucie Blvd. etlerwise teluslhi a 4etred cyea usm le prEs; br dl Ferea imdnA lit Iress Disco spent is Of It-1611,9 lln'pr, a Gut Snim (gates dtn bJim;. Rlt¢ieo'Ittt ieras ue os lv¢ed le r71d. � Fort Pierce, FL 34946 toppight®7016AdPcofLusses AnihanyT.TeahalltP.f. Aepcelouienofibis do(umeof,inonyTom isptohibiledwilhouuhewritlenpemissionfremhdYooflmsses-Anthonyl.Tombs 111,P.E. Job Truss Truss Type Qty Ply 68026 A05 Hip 1 1 LbA0220397 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. Mon Mar 27 14:18:17 2017 Page 1 ID:Inl EI4n4krFMR5vCX81ws4z2Ovo-P5pkdXV7QmLy7t88auli6NbFYIPojSQarx9tcSzWjeK 1 4-Q 7-5 9 11-0-0 17-4-0 23-8-0 27-2-7 34-8-0 36-0-q 1-4-0 7-5-9 3-6-7 6-4-0 6-4-0 3-6-7 7-5-9 1 4-0 4x4 = 5x6 = 1.5x4 II 5x6 = 14 - 1Z -- lu 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = Dead Load Defl. = 5/16 in 4x4 = 11-0-0 17-4-0 23-8-0 - 34-8-0 11-0-0 6-4-0 6 4-0 11-0-0 Plate Offsets (X,Y)-- [2:0-2-8,Edgel, [4:04-12,Edgel, r6:0-4-12,Edgel, [8:0-2-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP,-, TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.22 10-20 >999 360 MT20 244/,190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.58 10-20 >716 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 I Code FBC2010/TPI2007 Matrix-MSH Weight: 174 lb FT .O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-4 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1358/0-3-8 (min.0-1-11) 8 = 1358/0-3-8 (min.0-1-11) Max Horz 2 = 33(LC 4) Max Uplift 2 = -904(LC 4) 8 = -904(LC 5) Max Grav 2 = 1456(LC 10) 8 = 1456(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2328/1352, 3-4=-2081/1241, 4-5=-2126/1341, 5-6=-2126/1341, 6-7=-2081/1241, 7-8=-2328/1352 BOT CHORD 2-14=-1022/1991,13-14=-754/1753, 12-13=-754/1753, 11-12=-755/1754, 10-11=-755/1754, 8-1 0=-1 024/1992 WEBS 3-14=-349/384,4-14=-180/431, 4-12=-255/463,5-12=-421/378, 6-12=-255/463, 6-1 0=-1 791431, 7-10=-349/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu!t=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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) w This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 lb uplift at joint 2 and 904 lb uplift at joint 8. LOAD CASE(S) Standard Sur.+q-P?au enargcr neiee eh'A-I IOCF IIVS53j S:gIEYy GEA(IfITFIHi e'J� ACObJFq (CSiCN; :J1[i'; 1(Ee;ai.C6urgr 6u. fe 4ftp Pats ukden.Ku 6iT=6esip lu.q(TN)ulre 16.1 LTwh CI, 21.4lnegt g4velehn re, files, dkmw—'aadmi. 111, off tLgetauMwi�wu skeet a,dhrtlt tcDCNraM A,elrmwupEgrt4u{i.e.lgwdUq'i,?'+p'ef 4lelm:,l �aa12Yl4lm4 il9ieetTef!4i11eGf1ItlSIWIleq�4M�.;ef:gtFfJui�lYLheNlplIIASII;IeTRe,(!(IatlUht7h�Nlr, dau l7.1. ileltayemwglwc bdsgu,Ireu, svMifeq Anthony T. Tombo III, P.E. mdry et"we irm lu,xgkalicg is lAeuspniYhhdMtOnn.IkR.ee:,,wll,n±d geeluu?E�Ituq vq�geah"Rcsn�udhe ll6^el{(nlrnhr:I DadiEgralesallg4L Re c0lu�ililaei0u ui ea field,ufne ina.i,d,Yup':mClq,,krgeie!hllnae awSM4d:; skellal4 nsqusilllArd #80083 St fglleg 6myse� nl bender, dil met s±±Ink he'G: nl tlt gto¢nq m! y iad,mt a 11e b erry ienPur Sden Int+mfee;Nll) grillsYd 7riPl ed 11f1;n,Auessdlu p,cud gndava. !?I-! LMec 8+rtssmaiMe, aW ia:m dntin„ C,ngacim„ Ue,Fp ag2nr W Irv, u¢efa0.ru, oleo. 4451 St. Lucie Blvd. oRnwiselditd i(tbilnaged ca it venal le �7,::ln irmluA lL 1'm, 6tsipbgine4 is q;I±Ee kill,aesiq,±r.wm:s h9emlaga.4ttwpr Ltl6G. Atm7�!±,d llfCe ut osd?r¢ed is lnd. � Fort Plerce, FL 34946 (oppight01016A-1Roofbusses-Anlhony1.lombill,P.t. Rep±adunionalibis dommeni,inany lem,ispsohibiledwithoul The wriuenpesmissianfrom A-IRoof bosses Anthonyl.lamheIll, F.I. l Job Truss Truss Type Qty Ply A0220398 68026 A06 Hip 1 1 Job Reference (optional) Al KOOr I russes, rorr vierce, rL J4`J4o, Oesignsc:_va I Iru55.(;Uffl Run. O.UGV b MUy o I - 10 n ll l!. o.- b -y o 1 cu to evn I cn i 1-u-, I-. ,vrun mar u . ,v. ,a., c.. „ , ID:In1 E14n4krFMR5vCX81ws4z2Ovo-tHN6gtVIB3Tpi..1,jK8cpxebBSShjPSgtk4buQ8u 25-8-0 1.5x4 II 4x8 = 3x6 = 3 4 s 4x8 = 6 Dead Load Defl. = 114 in 3x6 = 1.5x4 II 3x6 = 3x8 = 3x6 = 1.5x4 II 3x6 = LOADING•(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL .10.0 Code FBC2010/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-3 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 = 1358/0-3-8 (min. 0-1-11) 7 = 1358/0-3-8 (min.0-1-11) • Max Horz 2 = 33(LC 4) Max Uplift 2 = -895(LC .4) 7 = -895(LC 5) Max Grav 2 = 1449(LC 10) 7 = 1449(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2244/1182,3-4=-2583/1507, 4-5=-2583/1507,5-6=-2583/1507, 6-7=-2244/1182 BOT CHORD 2-13=-833/1887, 12-13=-831/1892, 11-12=-831/1892,10-11=-832/1893, 9-10=-832/1893,7-9=-835/1887 WEBS 3-13=0/341,3-11=-3931788, 4-11=-525/464, 6-11=-393/788, 6-9=0/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in (loc) I/deft Lid TC 0.54 Vert(LL) 0.16 11 >999 360 BC 0.76 Vert(TL) -0.4011-13 >999 240 WB 0.65 Horz(TL) 0.12 7 n/a n/a Matrix-MSH 2) 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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loadS. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 2 and 895 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 157 lb FT = 0% ifatay•Bnsr!Eenugl'srnilefit'ld lCCf IrOSSBfSOIff LSA[IAtIFINS 6iCAC01osS NSiON[rJla'il(AS0Aw0�ll'hm.I!�rydnip gt!entln udnet teesn14slnss Wsip C+art;ODP ne?z Arlay LTult 0l,ri.Itlrttat SlrJ ltlue eu. 0dns dstts:e stdtlmhtlW, rsp Wi?I ane(*.r g�uslt0!+.c;MfrtM{C0wlt rdu ltrltn; 0eslp ugeen p.e. Sierarty Enpv!rl!le salnmy iUMntaetltnanphtu affi?prtlessnnl nrneenq n:ytn00lry lutle drain d!4e 9egle instlry�ael as dr lDi?Jr,a-,%r 1I4I. I1ld!!i�aiS bpela, InlmJUdTtle, tlJtlilrtl Anthony T. Tombo III, P.E. odesed Lwslmshrter Gillmg lst!a nquslAlirydne0na.0x?aehMhnnd yrm ste?Eetliq DnqucitthtmY+.Hltde llf,rz!II(nsd!hml lo�lAetmdsnd it6l. Iae tppiodddefDJ udaagnelbual ftt inu. mddlag hm Ritg,eMgt. imldlmn oUMerbS Hall Eelte nfputlld:htl -80083 4 W1,40mgnr nl demn,Allenes p?era It A, l00 udre I'M, as pdeluu 00,IW6.1wpnn Sdtty Klmre;BSfjgtllislef hrl?:.151rl aterf-dfir J!cud pi-.{7611tAsn@erepuffilnn nUmn tl on Iran Cup,,Imu DaigoE -4 I= Nnhmrer, edrss 44515t Lucie Blvd. cdttwne kla?1 bltGsOtsl t7eel r,.n it wrilnJh edtaDe l!?rlteA lbe lass Ossi,�EcJlnn It A011E: Id N 0nipo:,w rrtr Snitn fng atoftn itd6?p. AD mgadhtt n?mscets!.'seed latpla_ Fort Pierce, FL 34946 topyrighta?016A4Reofbasses-Amhanyl.lomboIII, P.I. Reincduuionofibisdommenbrm•n inonyfoprohibitedwithoutThewrittenpermissionfscmA-IRooftrusses-Anthony1.lam6oIII,P.E. Job Truss Truss Type' Qty Ply . A0220399 68026 A07G Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:19 2017 Page 1 ID:Inl EI4n4krFMR5vCX81ws4z2Ovo-LUwU2DWOyNbgMBIXhJLABogXm52RBDJtJFezgKzWjel 1 4-0 7-0-0 13-11-4 20-8-12 27-8-0 34-8-0 36-0-Q 1�4-0r 7-0-0 6-11-4 6-9-8 6-11-4 7-0-0 14-0 7x10 MT2011S= 3x6 11 7x10 MT20HS= " 30 31 32 " 33 3435 36 '' 37 38 39 " 3x8 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2010ITP12007 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2,T3: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 *Except` B2: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 1 Row at midpt 3-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2363/0-3-8 (min.0-3-0) 8 = 2363/0-3-8 (min.0-3-0) Max Horz 2 = 33(LC 15) Max Uplift 2 = -1657(LC 4) 8 = -1657(LC 5) Max Grav 2 = 2523(LC 20) 8 = 2523(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4758/2947, 3-20=-6467/4150, 20-21=-6468/4151,21-22=-6470/4152, 4-22=-6472/4153, 4-23=-6453/4133, 5-23=-6453/4133,5-24=-6453/4133, 24-25=-6453/4133, 25-26=-6453/4133, 6-26=-6453/4133, 6-27=-6471/4155, 27-28=-6469/4154, 28-29=-6467/4153, 7-29=-6466/4152, 7-8=-4758/2947 BOT CHORD 2-13=-2449/4159,13-30=-2452/4180, 30-31=-2452/4180, 31-32=-2452/4180, 12-32=-2452/4180,12-33=-3873/6401, 33-34=-3873/6401,34-35=-3873/6401, 7x10 MT20HS= 7x14 MT20HS= 1.5x4 11 CSI. I DEFL. in (loc) I/deft L/d TC 0.95 Vert(LL) 0.5511-12 >751 360 BC 0.78 Vert(TL) -0.9311-12 >449 240 WB 0.94 Horz(TL) 0.24 8 n/a n/a Matrix-MSH BOT CHORD 2-13=-2449/4159, 13-30=-2452/4180, 30-31=-2452/4180, 31-32=-2452/4180, 12-32=-2452/4180, 12-33=-3873i6401, 33-34=-3873/6401, 34-35=-3873/6401, 35-36=-3873/6401, 11-36=-3873/6401, 11-37=-2455/4181, 37-38=-2455/4181, 38-39=-2455/4181, 10-39=-2455/4181, 8-10=-2452/4161 WEBS 3-13=-72/572, 3-12=-1608/2506, 4-12=-832/858, 6-11=-832/860, 7-,11=-1610/2505, 7-10=-72/572 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. 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 3, 5, 7,,2, 13, 12, 4, 6, 10 and 8 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 11 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1657 lb uplift at joint 2 and 1657 lb uplift at joint 8. Dead Load Defl. = 9/16 in 3x8 = PLATES GRIP o, MT20 2441190 MT20HS 187/143 Weight: 178lb FT =.O% 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 329 lb up at 7-0-0. 158 lb down and 195 lb up at 9-0-12, 158 lb down and 195 lb up at 11-0-12 , 158 lb down and 195 lb up at 13-0-12, 158 lb down and 195 lb up at 15-0-12, 158 lb down and 195 lb up at 17-0-12, 158 lb down and 195 lb up at 17-7-4, 158 lb down and 195 lb up at 19-7-4, 158 lb down and 195 lb up at 21-7-4, 158 lb down and 195 lb up at 23-7-4, . and 158 lb down and 195 lb up at 25-7-4, and 291 lb down and 329 lb up at 27-8-0 on top chord, and 336 lb down and 196 lb up at 7-0-0, 65 lb down at 9-0-12, 65 ib down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 17-74, 65 lb down at 19-7-4, 65 lb down at 21-7-4 65 lb down at 23-7-4, and 65 lb down at 25-7-4, and 336 lb down and 196 lb up at 27-7-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-97(F) 7=-97(F) 13=-275(F) 10=-275(F) 20=-87(F) 21=-87(F) 22=-87(F) 23=-87(F)24=-87(F) 25=-87(F) 26=-87(F)27=-87(F) 28=-87(F) 29=-87(F) 30=-40(F) 31=-40(F) 32=-40(F) 33=-40(F) 34=-40(F) 35=-40(F) 36=-40(F) 37=-40(F) 38=-40(F) 39=-40(F) den^4 llnsa dessgs!I miu tse'Pq rci iFJSSESj sillFY", tEAFlpiTE1R56 iDs011esf NSiONt �tEi'; E(qi RF::EV-ry. r ha. Tesdldesip pnudm nircd eds a (bs Inns Ysi;e [+a.r;ODD; ne re sdhnl Lhnh Oh P.E. Wmsse DwIden- ddess d -4, Wdmde III, s y 4lht uuastr NGas fldlesasaehrtse a'rpr,E:±>:As: GxsDmgEnpCeap.e.S;ecdtl Engie±epRe sad os sl IDDsep±aedsasmapmandoe yd±ssisaLepnsnagn;Ioc;!lihn(xsle0nigd�Assiglelnss eep7e1mds 165sd.;s.a±IPFL fl±ung essonitia44deyudA!ss6 s7azEilry Anthony T. Tombo 111, P.E. aedne al lMs lrusshscryloAl; gissirespesiMl!ndM D+en,IkOrxr'suflatl±a2s;ns oroa S•alfiq Omgres.ntl:e!as?xt sff!UEL d±11fNr,:!ss:I inks; safe a!TF41.IF.aep;mdaf 2e lW ad oslnallsw(IM1a fnsL ind.4nq aau Iel, sbrgcies60niac ud hs�ugsF:dlkfhuegosil!tlhd ;t 80083 Ike tn!!»Des.{sersd bdnUa±. E'len±s uadle pa iCDssens psoEKas ed pataGaas tHs 6:dGa; Gnpnd ides h:rerae(I(EIj;eEllslee slt?f eel ss0:n nhssud hs gaes�d lub ET,.I sines 1.ms,ar,!s!bu'd Was du±Inns Owpi,Tm, Das!g 1:17mnd N, UsuMaassr, Wus 4451 St. Lucie Blvd. uEnwise !dine! EieGehm epedsu:m.�aap er dl lase;is,ehei lea lsns Oes�.gfes!un Is SDTRe 4iisaq Desipn±t ea fuss Snlm Eeruersi uesd:.e;. Allopndi±se lnnseem s!M1ndlo T%4 Fort Pierce, FL 34946 (opv±i9htS7016AIReolT±usso Anlhooyl.lombD1101. Repi duttionofibisdotumeetinonytmm.isptohibiled•aithouEEherrinenpetmissiooheanA-IRoonmsses-Ambonyl.lombolli,P.E. Job Truss Truss Type Qty Ply A0220400 68026 A08 HIP CAT 1 1 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. Mon Mar 27 14:18:20 2017 Page 1 ID:I n 1 E14n4krFM R5vCX81 ws4z2Ovo-pgUsFZXOjhjW_LtjF1 sPjODIeVPtwf81 XvNXCmzWjeH I-1-4-Oi 8-4-12 i 11-0-0 18-7-0 19-1r1 23-M i 27-2-7 34-8-0 i36-0-Q 1-4-0 8-4-12 2-7-4 7-7-0 -6-1 4-6-15 3-6-7 7-5-9 4x8 = 1.5x4 11 4x8 Dead Load Dell. = 518 in 12I1 ,u 3.00 12 3x8 = 3x6 = 3x8 = 1.5x4 I I 19-1-1 11-1-8 18-7-0 18 8-0 23-8-0 34-8-0 11-1-8 7-5-8 0-1- 4-6-15 11-0-0 LOADING�psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2010/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2:2x4SPM31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1353/0-3-8 (min.0-1-10) .8 = 1372/0-3-8 (min.0-1-12) Max Horz 2 = 33(LC 4) Max Uplift 2 = -899(LC 4) 8 = -906(LC 5) Max Grav 2 = 1450(LC 10) 8 = 1471(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4367/2334, 3-4=-3979/2080, 4-5=-4073/2222, 5-6=-4075/2232, 6-7=-2092/1231, 7-8=-2342/1348 BOT CHORD 2-14=-1955/3949, 13-14=-1509/3495, 8-10=-1020/2003 WEBS 3-14=-409/451, 4-14=-580/1324, 4-13=-336/700, 10-13=-844/2001, 6-13=-1302/2659, 6-10=-6251252, 7-10=-358/397, 5-13=-440/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1-81 [10:0-2-8,0-1-81,[13:0-2-8 0-3-01 [14:0-3-0,0-2-121 CSL DEFL, in (loc) I/deft L/d PLATES GRIP TC 0.75 Vert(LL) -0.34 12 >999 360 MT20 244/190 BC 0.76 Vert(TL) -0.9814-17 >427 240 WB 0.97 Horz(TL) 0.46 8 n/a n/a Matrix-MSH Weight: 171 lb FT = 0% 2) 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 DCL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 4, 6, 2, 13, 8, 3, 10, 7, 11 and 5 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 14 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 899 lb uplift at joint 2 and 906 lb uplift at joint 8. LOAD, CASE(S) Standard amp-n!t!,dem,gN,nrnsm ufcOnnb4S-wau7cumlTEulsamwnmrscusrox{*rn;dmo�IDsuarl,m.r¢grog,,nannolnd,nnunhmrpdg,�e„yparnln,wlt,fr.lr¢ng47t.wrrm,sdwt¢u.Cd,s!min,;,:mdmof¢a, g Vdd ¢¢,mr jaendll e, ttM 6r d, IDd�H,df1 Sse fro hupmgnnjle-Spedh Eegi,!W,le sed nsg ND ry¢fedsf]nRrmn!iNl,g(mHfMP,I IEgill'AIeg lGgtf¢{mh IYlleki�UdAe sIlgl,Tmtllgl7llatd, IOd Wr,as!r R41. OtNu¢nsr¢r5at, 6,ImgwiCe,t,r¢hihJ( Anthony T. Tombo 111, P.E. ad,sed6isimsdr frr. dining ist{esesrmiYhgd@,Oa,u,Me hn%t„m,nfed gntxng t+lfiq P,ul,eo ls[x rfa:.ddLe ln.m!11(¢I„41f¢I{mld¢g lPkGd TFI I,R, elfmildrte ldd tli o,ghlll,nddr I,,,. W,Iq W.", Q firfre.lWn—di WI sokfs,nsrudLth d #80083 1.tolhe¢ tpur iCwntu.01ims!twtn,ID tifMIr.M¢ssalg¢edmesf'ddtlea;U.1 MSdfym� W .33Q0,delSgrnu1IKIeraofenxd1.p(rdruhon. Tn.] lice!IEer,Widme WW,".16,Tr.sftfnrntires,kup!y-,WT.,9.A,o,nr,ndefs 44515t. Lucie Blvd. GE„*¢e l,Im!I if a Gdrml tge:lfrwh •rnsg kg dl rmm,s mnhrd St, Tm, g!tiphlinn Is hOirteMO.q d,dnn, m Tms Snl,mrw un d r,r hdlag. 81 ¢rddh,d Inmr m, et I.>5[eI Y In I. � Fort Pierce, FL 34946 (opyliyhl�yl116AdPcolLusses-Anthe:ryT.lamhullhP.E. Repcdtoion of [his domone.1, in any fetro, is pioltibiled without the wrinen purnissiDn front A-1 Roof Tiusses -Anthony 1. loatho III, P.E. Job Truss Truss Type Qty Ply 68026 A09 HIP CAT 1 1 A0220401 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.c6m 4x4 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek ID:I n 1 E14n4krFMR5vCX81 ws4z2Ovo-Da 3x4 = 3x8 MT20HS= 1.5x4 11 4x8 = S A 7 8 Inc, Mon Mar 27 14:18:20 2017 Dead Load Defl. = 1-1/16 in 141a 1� 3x8 3.00 12 1.5x4 11 5x8 = 44 = 19-1-1 9-1-8 18-7-0 18 8 25-8-0 34-8-0 9-1-8 9-5-8 0-1- 6-6-15 9-0-0 0-5-1 Plate Offsets (X,Y)— [8:0-6-4,0-2-01, [10:0-1-S,Edge], [12:0-4-0,0-2-415 115:0-4-8,0-3=0L lDEFL. LOADING(psf) SPACING- 2-0-0 I CSI. in (loc) I/deft L/d PLATES GRIP s TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.55 15-16 >756 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -1.62 15-16 >257 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.72 I Horz(TL) 0.55 10 nla n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix-MSH I Weight: 173 lb FT =,0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B2: 2x4 SP M 31 WEBS 2x4 SP No.3 'Except* W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 cc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 cc bracing. WEBS 1 Row at midpt 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1354/0-3-8 (min.0-1-10) 10 = 1371/0-3-8 (min.0-1-12) Max Horz 2 = 33(LC 4) Max Uplift 2 = -889(LC 4) 10 = -897(LC 5) Max Grav 2 = 1443(LC 10) 10 = 1463(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4537/2412, 3-4=-4214/2158, 4-5=-3836/2004, 5-6=-4879/2621, 6-7=-4879/2621, 7-8=-4850/2615, 8-9=-2226/1280,9-10=-2398/1345 BOT CHORD 2-16=-2053/4112, 15-16=-2269/4615, 10-12=-1035/2060 WEBS 3-16=-295/369, 4-16=-764/1645, 5-16=-996/657, 5-15=-231317, 12-15=-868/1950, 8-15=-1525/3053, 8-12=-373/166, 9-12=-223/274, WEBS 3-16=-2951369, 4-1 6=-764/1645, 5-16=-996/657, 5-15=-23/317, 12-15=-868/1950, 8-15=-1525/3053, 8-12=-373/166, 9-12=-223/274, 7-15=-337/313 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. 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 6, 8, 2, 10, 3, 5, 15, 12, 9, 13 and 7 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 16 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 889 lb uplift at joint 2 and 897 lb uplift at joint 10. LOAD CASE(S) Standard iifmy-8!x!!esioop rm+w dF'4-I IOGF IIOS58j pf(tBZ C{FRli 1ElYJS a (OFCIIMKS fUSiOAtr'SJtE1') 4(NAir: 16V_l(i 6n rn fte«Ip l—r. nl«d,05. Msinss ruin GF.aq(t47)nen! 1tlS»r LL®h N1, 7.E. id«ua 8e!Ildm,u. Uas o±ou m I ddInVie lP0,,4 !Lieesm[c!pvxFs!kas!aFehrdF i00k:F+d!S III pmsaeuJ. fsnevp.s_lpeae7y I-q- N ud usrTo,,"y'ad, ns±«F «d!d!pad—IIgn,Fny±FspusiFSwlxtnsentps d1440,ln11 eyldduM TOO Ws,xi.,tM.❑edeueuuopauc, bday«dat«s,»ati!dr Anthony T. Tombo ill', P.E. adeedhe Bmth±aep 4ilfrgetl!u,pFvL!irydll±O+m,45!O.urin!hri±edgW r.9a ealeup Oengm,!FFz,»2de(Iie ltC'1'!r(nlq!6¢I6lildq ude ad RF!. Nell 80083 4el drmp auip,±±n1t»scnn el xtu Ee TOO ulnFpmrcssedp td!eesatlelnkup 6nlnWitm ln. n;ItSl; pegisieierlplsdSrO ere Fdu aFl hFpFee±d ««IiI16fi a±�«,pwilllmeto edn Etdlll l«[f aEGpG1,1«if alSA t]plFwNe lfei5 Noe ed fl,,W ff 4451 St. Lucie Blvd. demise eFl!»15peGd«acp«l-;wueNai er dl nvFs iud,d.ThImsOnpapnm is Galles9iBr0 Mir!,w➢»sSp!IsnL•p audm 10-Il. Allcp�l!!ed n,a±eeoe!-`asd6 rrd. Fort Pleree, FL 34946 topysighI C 2016 A I Realhusses- Anthany 1. Tannin 111,1`1 Repi dudidn of [his dommenl, in any lam ,s prahibiled •edhool the wrillen pennissiou from A -I Roolbasses-Anthonyl. Tomb III, P.E. Job Truss Truss Type Qty Ply A0220402 68026 A10G HIP GIRDER 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:22 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z2Ovo-m3edgFYGFIzEDeO5NSuuoR12FJ1 rOcMK7DsdHfzWjeF 1 4-0i 7-0-0 13-2-5 18-7-0 19-1r1 23-1-8 27-8-0 34-8-0 36-0 q r-4-0 7-0-0 6-2-4 5-0-12 -6-1 4-0-7 4-6-8 7-0-0 5x10 MT20HS= 3x8 = 3.00 12 1.5x4 II 38 39 " 40 1.5x4 11 5x8 = 1.5x4 I I 19-1-1 i 7-1-8 13-2-5 18-7-0 18,8-0 23-1-8 1 _ 27-1- i 34-8-0 7-1-8 6-0-13 5-4-12 0- - 4-0-7 4-6-8 7-0-0 LOADING'(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL .10.0 Code FBC2010/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP M 31, T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except' B2: 2x4 SP M 31, B3: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5,W4: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. REACTIONS. (lb/size) 2 = 2545/0-3-8 (min. 0-1-8) 9 = 2476/0-3-8 (min. 0-1-9) Max Harz 2 = 33(LC 4) Max Uplift 2 = -1819(LC 4) 9 = -1761(LC 5) Max Grav 2 = 2685(LC 20) 9 = 2637(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9595/6120,3-24=-12723/8264, 24-25=-12723/8264, 4-25=-12723/8264, 4-26=-12985/8425, 26-27=-12985/8425, 27-28=-12985/8425, 5-28=-12985/8425, 5-29=-12834/8347,6-29=-12834/8347, 6-30=-12834/8347,7-30=-12834/8347, 7-31=-5994/3944,31-32=-5994/3944, 8-32=-5994/3944,8-9=-4869/3103 BOT CHORD 2-17=-5430/8723, 17-33=-5352/8612, 33-34=-5352/8612, 16-34=-5352/8612, 16-35=-7997/12671,35-36=-7997/12671, 36-37=-7997/12671, 15-37=-7997/12671, 12-40=-2583/4261, 40-41=-2583/4261, 11-41=-2583/4261,9-11=-2580/4244 WEBS 3-17=-1436/2573, 3-16=-2761/4236, CSI. DEFL. in (loc) 1/clef] L/d TC 0.87 Vert(LL) 0.9715-16 >430 360 BC 0.92 Vert(TL) -1.5015-16 >278 240 WB 0.80 Horz(TL) 0.58 9 n/a n/a Matrix-MSH WEBS 3-17=-1436/2573, 3-16=-2761/4236, 4-16=-862/839, 4-15=-168/286, 12-15=-3922/6318, 7-15=4755/7395, 7-12=-3549/2442, 8-12=-1408/2159, 8-11=-66/443, 5-15=-505/564 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plate(s) at joint(s) 3, 8, 2, 9, 17, 16, 4, 15, 7, 12, 11, 13 and 5 checked for a plus or minus 0 degree rotation about its center. 8) Plate(s) at joint(s) 6 checked for a plus or minus 3 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)' 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. Dead Load Deff. = 7/8 in 44 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 338 Ib FT = 0% 11) 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1819 Ib uplift at joint 2 and 1761 Ib uplift at joint 9. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 Ib down and 367 Ib up at 7-0-0, 171 Ib down and 203 Ib up at 9-0-12, 171 Ib down and 203 Ib up at 11-0-12 , 171 Ib down and 203 Ib up at 13-0-12, 171 Ib down and 203 Ib up at 15-0-12, 171 Ib down and 203 Ib up at 17-0-12, 171 Ib down and 203 ib up at 17-7-4, 158 Ib down and 195 Ib up at 19-7-4, 158 Ib down and 195 Ib'up at 21-7-4, 158 Ib down and 195 Ib up at 23-7-4, and 158 Ib down and 195 Ib up at 25-7-4, and 291 Ib down and 329 Ib up at 27-8-0 on top chord, and 356 lb down and 223 Ib up at 7-1-5, 77 Ib down and 21 Ib up at 9-0-12, 77 Ib down and 21 Ib up at 11-0-12, 77 Ib down and 21 Ib up at 13-0-12, 77 Ib down and 21 Ib up at 15-0-12, 77 Ib down and 21 Ib up at 17-0-12, 77 Ib down and 21 Ib up at 17-7-4, 65 Ib down at 19-7-4, 65 Ib down at 21-7-4, 65 lb down at 23-7-4, and 65 Ib down at 25-7-4, and 336 Ib down and 196 Ib up at 27-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard _ 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 17-18=-20, 15-17=-20, 14-21=-20 Concentrated Loads (lb) Vert: 3=-144(B) 8=-97(B) 17=-327(B) 16=-58(B) 4=-100(B) 11=-275(B) 24=-100(B) 25=-100(B) 26=- 100 (B) 27=-1 OO(B) 28=-1 OO(B) 29=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(B) 37=-58(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=-40(B) ituyy.8au:k,......r:riea ne'I.....TI(6SB�SEUEIy(Elfu!TEIMSa"Clortli(uslaN"MM.';1(tli0/S.E�NV Irv. rnrfp GuS:p urim Wreelroesu Woos Dol.C+cgVD5ju1Le 16.1 Utah Ol H. ]done lhty Wene. Uns oth seffhlmne QWTet¢,uem p!au skrOmocetUrlh TDDdle+tAl lse1-amp5g:eu;.e.,Sswtlry Fet�atY,ne srd nml IDD re1'deds nonqwu dOepdevke:I eelfumryrrspnnliihlxnetnip die slop, Inv Aped mne TV Wi, aka IN. ileeeu«nsnpen:, besaryorlGers,,akSCuy Anthony T. Torntro III, P.E. ad,se,Eb,Trnsfnmytn!rmlvifensp„1A!:hdne 0,.u,N Crest.1ozelgm orneCa!&IDolpse 1.ftu'ned ne tic ne 1K Wnt 1.1 osdn,p rdeW IM.IF.a oppmddne700 ni my neU en oEM inns. nddirytenlll,y,hnle. i:eleg ae eelhaml sEelEEe Ile mpnsiMfipd «80083 It hddeyDr,pet of C... mr.R!hnosunndnr lCOnllspralws»f polduvsdneld6rg b:,pun Sien lzxnree;l(SOpAfislel lyitl WSKl:n nlwrurllrr Seo,rm pidmn. R416hssstN r,sroo;�hlnvulla.,uluAnss Eeuper. irau0e,rlsEgs,vWT�sYcetamlx,drs 4451 St. Lucle Blvd. wlerNseldael t,ek,aN e7eelo;onl,rpglp�nrtee iv.&eL lEefmsDecp Egn:n is li0l ne GAL�g OeslPe6>f roes Spslem ra;:,,erdeq htltxp. ❑Iapadi,eomes nenl^a-d'u fA�l. Port Pierce, FL 34946 (opysighic 7016 A4 ilmd Items- Anthony I. Imeba III, P.E. Nepledustion of Ibis domment, in any farm, is ptabibiled without the written pelmission from A-1 RaofLusses-Anthony 1. Taisho 111, P.E. Job Truss Truss Type Oty Ply A0220403 68026 1301 GE Common Supported Gable 2 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. Mon Mar 27 14:18:22 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z2Ovo-m3cdgFYGFIzEDeO5NSuuoRID2JFsOo9K7DsdHfzWjeF 1 4-0 3-6-0 7-0-0 719 1-to 3-6-0 3-6-0 0 4x4 = 1.5x4 II 1.5x4 II 1.5x4 II LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 7 n/r 120 MT20 244/19P TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010lrP12007 Matrix-P Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iMiTek recommends that Stabilizers and required cross bracing be installed during truss'erection, in accordance with Stabilizer Installation_ guide. REACTIONS. All bearings 7-0-0. (lb) - Max Harz 2= -28(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9 except 2=-255(LC 4), 6=-259(LC 5), 10=-118(LC 5), 8=-118(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2,6,9,10,8 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except Qt=lb) 2=255, 6=259, 10=118, 8=118. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard awtoy •Kttu drrtr',L iwrza 2e'1A L t IESi:iri(li!I r 6t.Sall Itt4i tQ�I6fgli (OS(01t('EUftiil([IGd((7�YfM� Ore lerhdn�p(entiat sA;xl Kit.. Rt lna to., ae elbst eAero:e sUW aa, 10. if W(:t traenw f'.nes sidle ael!x ee lDenie+1e 11+IvttWrieptea;l:,(prrclrytgn.lMut�wmiF a�!sv6aacglnad3e pri!u+ld xgm.+a'n:peWSnivAienpAlke mgl,lart d:7xL�lnRe lE'D ah. nlerml. nrervp:tnc{^II>.u: na£.ine,:xeahl�i Anthony T. Tem6o lll, P.E. t+i.s,e.I, G•st la uy a::Svgn h+nmsraMf tf 61O0 Wale-."' h+ri:d 11141s ht!edleg0lsigtn,aI"Wildheitl.!lel,2!Itfool Who too V,71,t1rml of to, Hk.1avAdiaso if ht(:'IfS:.1*gWmj:'.htrp.$51C011W Sldtq skellu at tt1t11nU11t » 80063 Ae tz:ug6t;:y:er mlfvd�mc. Nots;te!1.'uneTiPwA de y:ta¢t xd piddottdtlebz.Glg4sdttt>::ne¢:dnsax;l!i';trlUudi{(Il or Sk:l u+rt?an;li lu gernd,ttila:r.lidhei ne;e>jnald:n+l ui lets d!tGm Daijtet, Lrtl Dens ts(itlw ul i;rs Ymdtin:+, x4st 4451 St. Lurie Blvd. wM.nuWKt!rlerotrot q"-,syit0jnnesitta+rd. Foot Pierce, FL 34946 (oppight Zo 1016 A -I Roof basses • Arhony l.lem6o l!I: F.E. Ieprodudkn toffs dotumem, in ooy form: is prohibited withutt6ewtirten pmmission from A•1 Raaf trusses • Ant6uny T. Ttm6a lll, P.E. Job Truss Truss Type Qty Ply A0220404 68026 B02 Common 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:22 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-m3cdgFYGF1zEDe05NSuuoR195J98OooK?DsdHfzWjeF -1-4-0 3-6-0 7-0-0 8 4-0 3-6-0 3-6-0 1 4-0 3x4 = Dead Load Defl. = 1/16 in 6.00 12 4 2 � q Io cl 0 0' 5 g o. p• A. 3x4 = 3x4 = 3-6-0 7-0-0 3-6-0 3-6-0 Plate Offsets (X Y)— [2:Edge 0-0-4] 13:0-2-0 Edgel [4:Edge 0-0-4] 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 0.43 Vert(LL) 0.14 8-11 >589 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.11 8-11 >733 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 Matrix -MP Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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 = 335/0-8-0 (min.0-1-8) 4 = 335/0-8-0 (min.0-1-8) Max Horz .2 = -30(LC 7) Max Uplift 2 = -639(LC 4) 4 = -639(LC 5) Max Grav 2 = 358(LC 10) 4 = 358(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/359, 3-4=-260/359 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. II; Exp B; Encl., GCpi=0.18; C-C Exterier(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. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=639, 4=639. LOAD CASE(S) Standard ifurxag•nan den.{rrs„�.m'Aa {ger trails fsrua ; (rimilEUdS a m{anon mnawr�+n•;uuTw€�esun• 6a rWArf,ar, p>•rm4n Wrted l!u!e tlanrn ,!ill keug Ito)p:rn! am»r en�il al,':. rdet!ne nm edWe nl. UdexlHetv;,, sYsf n, i(a, �h !91Td QuuG:tr:lff,SCl!1P.'ullt tll tigb!!Idst s,rmfa,flpin;+e!Hp.l.SpWM1&r3!�pttxvdnoyTaartprt!ltlf al Sn,rhln erlSlpf,1691N1 Feyllen:rtf!yeE!Ildl¢lr M1e eCslSt4na!epernl{/lri�N a:lllmyld!,�ai!ISI. nt Seilpl{ee[1raAe, I,lAgllllAiHe,,2te{Iler Anthony T. Tombo 111, P.E. mdn,oi'S!Trmtler us kildrc:?is nttlspuU'lif Ill O—'k 9-esWWWgm a0' W&IMpuc1, aenE!Adtte Ill, 6.VMS 10 bolkle!denf ifbi.P,lpf-I of 11trU ed uor h!ll,!, oflee Tnn.ioddiu{lxetiey amle.;a!lellunee of lnall sbell bell1,4le!Ihth 4 » 80083 I Y16i17uggesgiernebvlClt.11lllte;u!lxixY<,iCSaiH!rroab!adralellvndM,r!inp(enrnenSd,ntv'xnmu;{(rfj{S11is1e11rRIWS{(lenrda:eulfirq!errdrul:u!e.r7b11!tia!!INrtsar:lllnesuirr:e!!IfS!TuseM!Irut.iu;!Unr�!(ert!uaelrtoitY¢deanx,mLs! 44515t.LudeBlvd. WE!nlse r!tued•,rlkWroged rsall.m �ki0{v6!uiud!eA It im!g!Y�¢pen is 60i de kilf!g0etipesurm!s(neo sr:��re(m{acla Auw�nre lemscees d>5!!f le r?bt. Fort Pierce, FL 34946 (opytighl®1016A-IRoof bosses - Anthony T.lombo111,F.E.Ropiallo(fian of [his document, in any form, is plobibiled witheal the Written peimissiot; from A -I Roof Lasses- Anthony1.TomboIll,P.L Job Truss Truss Type Oty Ply 68026 CJ1 Corner Jack 6 1 A0220405 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Mar 27 14:18:23 2017 Pagel ID:Inl EI4n4krFMR5vCX81ws4z20vo-EFA?tbZu0c55roblw9P7LerOkib_7F2TDtcBpSzWjeE -1-4-0 0-11-11 0 0 0 rsi 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190 0 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 FBC2010/TP12007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 166/0-3-8 (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; 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 100 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=273. LOAD CASE(S) Standard E19pam9dl,s! Aen¢ISsmi!x Ar'I I ICC' ItfKSd{{ SFtlElj 6FA[n! 7EINS 1(DND01013 NSTDN(,'BIITErj I(rF9Hl(66Y-Mr 6;n. 1!!4 h;ip psntln,druI I.T.h UI, Pi 41!r!m! M4dsn m. Uaessditrste sMHpit IDD, s¢Il s1LTdpa V;6a4¢DhardArlhfDD%h,64.IrxI-Drop bpi.p.,. Sp,ilty h11ne1, ad aory Mupt¢4ld,.-pteraaIs! pa,fM,i!l1,11lM'g"sproUll!IYren asp afor 51,1Ie Taff hyal,s! TODaly, zler MI. Thdupmmpew; I'dqu min, 1,skiny Anthony T. Tombo lid, P.E. 74nnI P..n lrashrrxrhild@gpleenspr4'nllhdlle Dxa611e Dxrtrtalhtlrd qW¢rA!Pmt6ptnsy¢rtin Mzalaxl¢If:!IK•^.!IS(udcn lu;f 6adlsoCe ml lrbt.11e npp,seldA!IDLd py M1sWn!sfAsiros, loib4nq.'av+liq.fieq!,IesAllmw p0 han¢r sE¢II6ells r!!pulliliNd $60083 ArtalltgD¢b}li¢dI¢T.'Inlr AII¢a,!1!laplinlGDn1IA1((611,SSL1j9eFIiG!e!M!{IAIA!rl10pi1dSEA!II{N011!I({IS9rtNISI!IE/Ip1,IW+¢,raNlYFI1NSFC{f�Apleafl r7I•iI!M1H{R!rF,�9Ti�{II?!t,{Irl:aaA!Ida{P¢i11Gr.TrtiiD¢f111E0p{arWlfe:SDi,{pOrIN,MF!f 4451 St. Lucie Blvd. dlnxisdetn:161raWmme:rc;d�l¢*rusrh dl{Mns Wed!d. lh Gashsip Egnr is 101 Ae kO.; oaip!c¢r rros SpinsEcru day ide:rg mr¢redl!p,mr rn nr dnSeeiUtra. Fart Pierce, FL 34946 (opylight01016AdRoo(Busses-Amhoeyl.iamblll, P.I. Reptedooionofibis dosumem,inany form, ispsohihiledwithoollhewrinenptmsissieofrom AdRoo(bosses-Anthonyl.Tombs 111,P.I. Job Truss Truss Type Qty Ply A0220406 68026 CJ1B Corner Jack 2 Job Reference (optional') Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:23 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z2Ovo-EFA?tbZuOc55roblw9P7LerOkib47F2TDtcBp5zWjjeE -1-4-0 0-11-11 Il 1-4-0 0-11-11 TRIM AS NECCESSARY IN I`IELD 3 ;! n 0 co I� LN _ N 60 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 5 >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 2 n/a n/a BCDL . 10.0 I Code FBC2010/TP12007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS] (lb/size) 2 = 16510-3-8 (min. 0-1-8) 4 = -23/Mechanical Max Horz . 2 = 108(LC 4) Max Uplift 2 = -265(LC 4) 4 = -23(LC 1) Max Grav 2 = 189(LC 10) 4 = 79(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=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 bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=1b) 2=265. LOAD CASE(S) Standard t1-9,n!r+!deorIVY rvssA.14100F IIUSSSrMLE1'1 ilA[1ALTEWS A(OPOUIOAS[UST011 UP;MOKENA?Erbm.YetfinpP—an nd eedodert,ttrtNei Dap Gow:o;(l00)dth, AUhmy LBale 11,P.E. Werext gel Peat ne. pdissalkiwisr dmedm!holh0,rdy MetuuexP^Se!!LNEittdlllNeFJW11!ddlttrn6r4;e�ee(i.l.S;ex E;f!lrEeNdir9fFU6re)reltlSnCQFhNei(h!jtlSUwJ!`yt!Nir;fFt;eEh,il3'ffiG9pAM51t¢t1e!telrWNlFerO7lr,!rFF:1.r1ed!l,F...:aySLbIr�WIC3e;lWdide Anthony T. Tornbo III, P.E. vdtredtis Trrufrr¢yk0dx;itls:!e+pniSllnrAat O.on,Lk Oa!ruakrti!rl grmmitt 0.alBq 0rn;ereitCz+vo:ul!I he it(, rte ll(udme brcl lnli!; meeaA tll-LIC!otFmdat lle lM ul utdddsr dlle inv. UAdm;Smilit4 targe.imhllmta e.e MtNrshll Ce IN a+Pollthrd -80083 ae dJlr.;Oai;!rr nl [i'Yfrdrf. All er!e unxmt rGOodm Prmusmd yatelmn r!tte lulu!g 6apan S3tgVxamrr;{(Sp pilitlN ly171r4 Sx1mn(utrtd!w prerdpd!w. IP4t IdwtCuuunJUmet nd i.cesdlbLm Pmp!r,irn+0esrp Fepserud iras Yuiamm,Was 44515t. Ludt Blvd, dleniudd.9feleGtlrcA¢!e!1r snbvr0m{hdPaae;in!Irr1. Itr Nss Ors.;aF!gicn is AOS lEr kiidmA Oeu;rr, of Snsr Spleq;eg to cfuP lydl�rp AlIcni melrmteeoli`ueNT9.1. Fort Pierce, FL 34946 (apyrightC37016AdAeofLusses Aothonyl.laaholltP.f. Refucclailion of [his document, in any [aim. is prohibited without the written peimisiion [rem A-11 loolliasses - Antharryl. Iombo III, P.E. Job Truss Truss Type Qty Ply A0220407 68026 CJ1P Corner Jack 4 1 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. Mon Mar 27 14:18:24 2017 Page 1 ID:Inl EI4n4krFMR5vCX81ws4z2Ovo-iRkN5waWnvDyTyAUUswMusOZU6xDsilcsXLkLYzWjeD -1-4-0 0-11-11 r 1-4-0 0-11-11 0 0 0 sn 0 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 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 I WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 16610-8-0 (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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=273. LOAD CASE(S) Standard ifsmnq Hsu, Ae!riiYrrmi!xA,1-1IOOf'tUSS'3{SFllEP1fF{R{IiE1XSt(OgO010iS(US109i3UtE1')r(RXOa!u10!Il'itm.5e.^a!nitspndss nisei eslesa OisLuss Oe!irs 6enugP00)mIM AdharLT0,9I, Ps.tdneme fh!d{dsrsne. U9ess0hN ".U. sitkeili Wieknwcaryam sleOHnseh,0,TOuee,gat isslsns Oenp Ey^.nerjl.e.S{ecs3ti Ee¢seej.les!dai aJ106sy:eses!snas!Fhssfdue ydesil!e:: ntneaug sesleesi6'nrixsfelnipd�E!shtte rose lepaelnite 100edr, rdv iR-i. ile dss.pnsooiag6lsstayusWius, sLrzlilc} Anthony T. Tolnbo 1I1, P.E. mdese 'I Na Tess IN fWWI is IS, sesiniAq d 0e 0.0,IM O•me'Wi uilged srtu Wlfui Ceupes. is Retuad ON it(, ms X W( _11,01WN emit W HN. Puslpss1dMTL.J1vyhd1 w 80083 ' xlWl>mgae{Igterfll(Oli(IGNAIIdlifsewehlleiCOnimpimcesaipnlsh!ss0Ashg111!9SC!hI1f0!litj{ISIj'etEi!i<IsyTPIWSKAav,tQiwdt.144Ff11"lli(I4451 St. Lucie Blvd. alEndse lelio!d'ae(eslao e,+eirwbr�e;e141 dltuas; imeheA i6eims 0:Ap Egicu is rOfMWlf..y 0mins,e�inst Snleu k: cnrd's?Vuh; An saryldi!ea u!msurn!!5se1m R4i Fort Pierce, FL 34946 (oppighl02016A4Roolleusses- Anthony 1.laaha111,P.E- Repmdutfianofibisdotomem,inanyform,isplobihited•withoulThewrinlnpe!missionhamA-IRoolbusses-Anthony1.lomballl,P.E. Job Truss Truss Type Qty Ply A0220408 68026 CJ3 Corner Jack 6 1 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. Man Mar 27 14:18:24 2017 Page 1 I D:I n 1 EI4n4krFMR5vCX81 ws4z20vo-iRkN5waWnvDyTyAUUswMusOZU6wYsi IcSXLkLYzWjeD -1-4-0 2-11-11 1 2-11-11 2-11-11 2-11-11 , 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 0.18 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 FBC2010/TP12007 Matrix -MP Weight: 12 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 - joint(s) 4 except Qt=1b) 3=103, 2=240. TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • REACTIONS. (lb/size) 3 = 60/Mechanical 2 = 201/0-3-8 (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 Extedor(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. amr4n!ondenorUrm,ie.th.11I=113S'HCSEREPSCEAO1hTEIRSei OO1OF3NSIDN{&R1'JI(RFgYOL4tThar.hh'pspn.nnnlnulrn esaasLsssDsiprDtregODD) «ItM.19huyT.TmMLI,P1.WerarS4.tWrnins. ssdherisehdmi6lld,mtp vTetmwr-r ylC,ssldl E+u esedln A, PD!Oh, edsl Sseirm OrupsSgsmts_sleadn'&ph?s).sM«dmmylOO rgrtsedsmmmlhaedrS?prdnsheel y-«m:rresle:aMmfuhGum dMs shppernh/elAael«Ib 1O0 WT, xder 1prl.fle'uvp nswp5«:, bel.gm,ptns, srtdtTLr Anthony T. Tornbo III, P.E. .A„e01%cTrnst«any b11O.y is ft.... nsl4hhd CeOn,the}.nls rtlSrthd.led srh, Will Levp«e i,f as t'le,11(Is ll(nl?l1.1Is"Idnp me-I111-1.R.,.11,«1dfle TOO nl mlhell is, dtte lms. uA:61h.441.'arils. ieshtln::e.0muE dallhe lM n+µ«6itlyd 80083 to lw4f:4Oeu;mNfswsan. III less Sit Whrb TVs ails Intones sel pi n'Otis l:dey(,.lmrn Sdsn d'.mm� J(A; polislelllBl «146II are,dm«,«in pncrd pilm.. tlein!s 1Os n;;smJilm,s «l tars dthln«Osnry,.Tmss Dmp:el su«Ilres R«+f:mnr, adess 4451 St. Lucie Blvd. dMsrise klh!lEl s (,n?m, ¢pedus� is erase El sv Eoas; iudnl. Re 1«ss Oe'pi Ey,reer is NOlde lalfag O«iper, ai Inns slshn (r nerd« 1 hddep. Illclndnastnss ne n dr.el is f?Fl. � Fort Pierce, FL 34946 (opyiighl01016AdReofhusses-Anthony 1.losshoIII, P.E. Repictimstiot, of this document, in any [aim, is piallibiled without the ritten pesmission ham A -I Inaflutisses -Amhonyll. Twoba III, F.I. Job Truss Truss Type,Oty Ply A0220409 68026 CJ3B Corner Jack 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run; 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Man Mar 27 14:18:24 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-iRkN5waWnvDyTyAUUswMusOZU6wSsilcSXLkLYzWjeD -1.4-0 2-11-11 1 4-0 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld 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 0.08 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix -MP 1 Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 58/Mechanical 2 = 201/0-3-8 (min.0-1-8) 4 = 32/Mechanical Max Harz 2 = 200(LC 4) Max Uplift 3 = -99(LC 5) 2 = -235(LC 4) 4 = -11(LC 5) Max Grav 3 = 86(LC 9) 2 = 226(LC 10) 4 = 48(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 bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=235. LOAD CASE(S) Standard tAlmrq•Flntt dentgs!emit.t4'b110CFI116S3{SEIRd"s5E![8!7EW56 C01C0lsl NSiOdiZJttA';d[IfFOXE06&'0'loin ier4driptenndws ulnlltdnntds Utss 0esiyr(bEVMy{I60j eelM RdbntLT011 III,7.E.W!ltnl S?nEldltl ql. Ilden Armin steel md,III WTel teretm✓t4sts tlr0 bt rt!nrNieOp:e sdid Sslirns Clci;t[�neer(I�.SFwdryEC;nFa �'lf ttdnmrlDG ltltlfeslf Pitn{hrtl Ll dt pldnstleti ngt!lrGg ingt¢n8ndvtiedHludPa llt{IeTnss dliiatl9lM 10)W!,e,d!l fOLl.ned:�neeogmts, befm;wd7nc, saiMnot Anthony T. Tombo III, P.E. zd on el Ni Twilu mt Mldng is Ike n,jusl trof he 0-0,Nors vokidad Clod ortte Fd6ee Culdr. U IthmRd Ku ti N At. lne6r.1 wok; We Pit fF6l,Bee;;rnd of At TO) uloey hell udA,Tnn.ud.iq Ww;lie;,0,el,esUnn,l4tM; well Ikelbe te,timilith 04-801183 ntlnld�?6engnttd5v.w. Alitdnmul too"weednlgnnxnlfl;sesl 93tdaio4teng4451 St. Lucie Blvd. mn.Islltrmadhttuwxegeac,ni.raa;tg ie9nlndtd.Reuns6eap. ;:nnol9fietalf otd>tt.trnsss;nlnEogvnr<rmbune,.lnarrtdieammselosi�dmrbt Fort Pierce, FL 34946 (oppight 1) 7016 A -I Reel Trusses- Anthony 1. lomba 111, P.L Repredulion of this document, in any form, is prohibited without the written permission ham Ad Rootleasses- Anthony 1. Inaba 111, P.E. Job Truss Truss Type Qty Ply A0220410 68026 CJ3P Corner Jack 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:25 2017 Page 1 ID:InlE14n4krFMR5VCX81ws4z2Ovo-AelllGb8YDLp561g2aRbQ3wkEWG9b9XmhB51u zwjeC 1-4-0 2-11-11 1 4-0 2-11-11 2-11-11 2-11-11 Plate Offsets (X Y)— (2:0-4-4 0-0-41 LOADINd(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 I 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 FBC2010/TPI2007 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 cc purlins. BOT CHORD 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) 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. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=123, 2=355. LOAD CASE(S) Standard 4-9 •ties! tha I. TWO, 7.E klwa! 1Ee!tldue m. Udess dis!nise ddelm!Ih IN, ody Wietuuusr l'drsshAhreeludettuee edW. is, ems Uedp bp!w p.e.Sl!wM'.giv If sednmyrofp!esulsvwly-uadfilpe"[uquut.; d1!!I!Ileim!fildd.4.IN0,od!!SIR L!C!vQwwteu: 1. Aq.'kumutilul Anthony T. Tornbo 111, P.E. mdre 0t4sI.$lu<q4,11zgis14n11e0MITof51W.",N0-6.44dede110 erin Mint tuile¢1,N,vood L,lH,m![it n+eelid"'1odeM IN. Re otpmddCeTP7ed uTfiddue dde fnss,uddalhmdiel, wilt ushlin:u and Wdol sititfie IN 4451St.LucieBlvd. duA Fart Pierce, FL 34946 e!siusilAd Q fehlileevluulLcntelflues!aeewuY.etetn/mlr9tnesullateLetdflelai6qtenrnNSAyI''xnuu(Ilsrjpl4h+iyIN.1SillUerdHiHdISIyudle�e:If6S71I+!hY!Re ixm:uus!!n++aes!stafrm!teal!!.InnAeeb,sl!!urarnsu!n:wnr,me d «80083 es! dMaiu+!Im!dSr a (ulud ged,cn a nnml it edisreu nrLe foss tot; Eglun it EOf Re kil+e4Oevls=.r, m ims Snwm Gq;ruret eq bd+:ei. AAexjddi!ulnms rce m!!5eed io fAl. � (oppight®7RI6AIRcofT!osses dnd!onyT.lam6o11LP.E. Repadulion of ibis dowment, in any form, is piobibilvil withal the written intimission from AA Roof hosses -Anthony 1. icmbo III, F.E. Job Truss Truss Type Qty Ply A0220411 68026 CJ5 Corner Jack 6 1 - Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Mar 27 14:18:25 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z2Ovo-AelliGb8YDLp561g2aRbQ3whNWDPb9XmhB51u_zWjeC -1-4-0 4-11-11 1-4-0 4-11-11 LAY — 4-11-11 4-11-11 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 0.36 Vert(LL) 0.04 . 4-7 >999 360 MT20 244/190' TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.07 4-7 >872 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20101TP12007 Matrix -MP I Weight: 18 lb FT = 0%. LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 112/Mechanical 2 = 26810-3-8 (min.0-1-8) 4 = 59/Mechanical Max Horz 2 = 288(LC 4) Max Uplift 3 = -196(LC 5) 2 = -271(LC 4) 4 = -13(LC 5) Max Grav 3 = 156(LC 9) 2 = 300(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. 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 bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=196, 2=271. LOAD CASE(S) Standard dn+�+s ilnst titraili'y '1T IOCF IIOSSi;j SESLr{ h L{p[gt IEINS 6 (C501117A NSION?'ill1E1'; I(AMJpl:J44E!li'In. Te 4 dt!gs i—ri s nlFe:! ftlK a Aislmss M!irF LsewmJpUi; eelt5e Atliny LTmh 71, P.L ltlFr... ShM Wirt m. Unit- it'Md neth lea, i,* Wie}untntlMn!dit istfln tle l3aWetnl Sselmsaiup5gsFetrp.e. Sleattry Egist>rle uel»mytaainrnens lsa[tephat tlus JFdnsenl m;aten:g recpeFFOlhnla:thtmgdrce sitelass lepdel ss dl lU,td!,mM.r lt4l. rielenr nnoJaee:, bfl�ado-ns, ssnllliry Anthony T. Tornbo ill, P.E. aAnFdhs trot ter uJ Nilfnpls lSe:fspudllihdlSiOna,lk!lynlst:lh,itfliJlftr. tst Lal6eJCni{let.IlEt nmttten'se ltr.+lt IN®idsllel lrit3sl t�etEI RII. Iht tlpmueflkeiW ed ivrnelliur,dtlmx Ldifu{iriliq,skn{e. sshOl.Fe sciMFdeJ 4s0 dt;Ee mptuil�Blyd ; 80083 ' 1, knlsgalYJta nl bmidu. R7 inEs unnu4s 167 ielns Jmdxu itl;attCen a'tlf{IiEiq Gnpun Ssfh tfunssa;l(Sljltaltlll irTSi E:(Slri fltltlCf![F[I11SFLfIrJ lliilifL IPo 11!{get lfl rP!pWii111Nff W/FnH illit Len CESISIH. T11Et DlfIfJJSaFttW Sl9if LFti:Nrfr, fllfft 4451 St. Lucie Blvd. gln.ite lelats i(e (Euma E,nel1:{cn it •IdnJ Et dl Js�e; Isn'afl. Rt rnn Des! hJian It tl?l Re Wlfaq anytlr, n Ims SJdew taicfn ctur Intt�Fp. Ill tlJadi!Fd lent rte i! iesEei li f71d. � fort Pierce, FL 34946 (oppighl � iDlb A l Rwf lmsses- Anthony L lamho llL P.E. litploduttioo of ibis document, in any [aim, is prohibited wilhad [be written ptimission him A-1 Noolbusses-Anthonyl.lomha 111, P.F. Job Truss Truss Type Qty Ply A0220412 68026 CJ5B Corner Jack 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:26 2017 Page 1 ID:In1 E14n4krFMR5vCX8lws4z2Ovo-egr7WcbnJXTgiGKtcHzgzHTsRwYDKcnvwrqrQQzWjeB -1-4-0 411-11 , 1�♦ 4-11-11 LOADING (psf) SPACING- 2-0-0 TCLL 420.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 111/Mechanical 2 = 268/0-3-8 (min.0-1-8) 4 = 60/Mechanical Max Horz - 2 = 288(LC 4) Max Uplift 3 = -192(LC 5) 2 = -267(LC 4) 4 = -21(LC 5) Max Grav 3 = 154(LC 9) 2 = 299(LC 10) 4 = 86(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 bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 1� CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.34 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 BC 0.32 Vert(TL) -0.07 4-7 >845 240 WB 0.00 Horz(TL) 0.00 3 n/a n/a Matrix -MP Weight: 18 lb FT = 0% 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=192, 2=267. LOAD CASE(S) Standard fiu!xa-fl!me densfi:T rzrnKdr'1110CF IIDSSESrSaill10EABP.TEUIS A 10 .9loss (USiOMi Mr, IIXAOh?E06Or It.. Ter1{ eWp {maim utie fl Wes,, ti!inss OniFe C�evmg(f0;;!ee h.+.la3aar LLah Ol Pi.ldrrear SlMtehre ru, Oddsatkr�iu sreimthe II-0, Q!LT!tuu!m.!{�we!s1tll:!usedlrcd!F00neen!ds, lrxu 0!YpEq eeerji.e-s{ecr{ryEgiux,,is"oscar TDOII�wrs ae"'..!ndn!;1dHv.l teiusemy resle,100?sud:de!ip dd!sleshhissl!iwd as de Mw.,:..Mr Ru.Sh'usig:!stuFina,t!rlhju!IC.nc s,3ld:s Anthony T. Tombo III, P.E. dths Trensto.1 Wlq is Its fmpstiahjofN C...'NO."e,.dstlnegnl uf.WI&I Nclp'. 1, lenm?deibe lif, melKcdtm 1 1 fo hI eudeesd llld.Re esFmd da, TO id eq NA rnddelRss, hNiq Witt, Wqt Usdllne! Wirubj shell he de!!geuiN4ryd �80083 dsktl.{geu}a!ml6Y;Wer tibd!sv!suNdeiD7mldgsaeiwsdtdte0esstds{!dagfmpudSienfixmnw;i(Sgid;isielfiRimtSt(lererdenxdfxi�!srdssii:en. fiFi1!bnsdsrss;a;dilmetmflrtudil!hns6eapxJranDuspesi rmeslhnst{4ed:mnhss!ess 4451 St. Lucie Blvd. Whmdsr ddn!dSseGdrwep!av{cihrmsi Ei dismae im:6rl.leelms hri;OFglrais g0l de{dltag Otter, sr hni; Sidem Erj um that btlGg.l,IlafAaii!edd,m!weud!r¢edlrtnt. Fort Pierce, FL 34946 (oppighl O 2016 A•I Real Trusses: Anthony Mumba 116 P.E. Reptedu(tion of ibis document, in any farm, is prohibited without The writ en permission hamA-1 Roof trusses-Amhonyl, lombo 111, P.E. Job Truss Truss Type Qty Ply 68026 CJSP Corner Jack 4 1 A0220413 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. Mon Mar 27 14:18:26 2017 Page 1 ID:Inl EI4n4krFMR5VCX81ws4z2Ovo-egr7WcbnJXTgiGKtcHzgzHTqCwXNKcnvwrqrQQzWjeB 1 4-0 4-11-11 1 4-0 4-11-11 2x4 = 4-11-11 4-11-11 Plate Offsets (X,Y)-- [2:0-4-4,0-0-41 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 FBC2010/TPI2007 Matrix -MP Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 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. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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=1.60plate 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 100 lb uplift at joint(s) except Qt=lb) 3=226, 2=467, 4=179. LOAD CASE(S) Standard Ziifuraq llenr:4nrpflpmiee M'k11CCF itRSIISrS[tlFp"1 gF{Ott IttXSSIudperdpp rid.ul«d.msunislnx6eript+err;yp6;,;Wtsr lrtimrLLoh GI,tF.ldr«rcr 59mteh«ru. gdessaf«ni«ddepmr tSe I[d,14 Yliek uttFacr p!9«!edl Fr us«6rlh IJD¢Nrdwt It, lro«DWI. 6p««p.e. 51eo!«Gpnial.lF.0 mytoDupre«ds acnpeae tflor petio dFegiunnpncpce!03n/utlaldip d th shple l«ss filmlahe IDg u¢;Wi! TILL pledFsig Fssoop5ns,Indo-q mNin; FtiMllry Anthony T. Tombo Ill, P.E. ¢a rse al44f irmf hF r-7 tnifap istir«spFsli,IigdCe6na. Ge6ausisnlhri!dgFdatlr talliq Grsqur.6deFUBd FI'ue lt4'orlQ nitk l«;I NildFpmdeadlpbl, lk efprnd elru166«pwl fiFU.«rl4 irrss. hddialWig=,I,w!tdlx:m ad p«rhp ske11 b.th u!poilh4h it w 80083 SF tnli-ghi lv nl rntmn All eAFF «!sn Beieg rrdm pnostm up pdGlues#I4 LdFep(enpndSahly Ywnnw;{ISg polslelpflP ul SM tre alowtitx j olld««. 44515t. Lucie Blvd. dpn.ise leln!l Nehdrtn eyed opso ie r«aatp by dlpcoa irn6d. Thl«ts6esinErli tls Ngl!Fe{dlSag6etip!r, of frtss Snlen pofs«rehx hilt:Fp. tllepadi±Fe l«ms firer d!aerR lF ipFl. Fort Pierce, FL 34946 (opyrightC2R16A4Reofhosses -Anthony 1.lomboIII, P,E. Reinedutfion of [his document, in ony [atm. is prohibited wilhool the written permission ham A -I Roof basses - Anthony 1.lom6oIII,P.F. Jab Job Truss rues Truss Type Qty Ply A0220414 Floor 7 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss,com Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Man Mar 27 14:18:27 2017 Page 1 ID:In1 EI4n4krFMR5vCX81ws4z20vo-60PWjycP4gbXKPv39?U3VU0?cKg33—?38VaOyszWjeA 0-1-8 Fi ' 2-6-0 1-6-0 i 1-9-10 0 1 8 Dead Load Defl. = 118 in 1.5x4 II 1.5x4 = 1.5x4 11 1.5x4 = 3x4 = 1.5x4 11 1.5x4 11 3x4 = 1.5x4 = • 1 2 3 4 5 6 i I Ea o 3x4 = s a 3x4 = 3x6 = 54-8 i 6-1-8 1 6-10-8 , 11-6-10 5-4-8 0-9-0 0-9-0 4-8-2 Plate Offsets (X,Y)— [1:Edge,0-0-121, [8:0-1-8,Edgel, [9:0-1-8,Edge], [11:0-1-8,0-0-12] [12:0-1-8 0-0-121, [13:0-1-8,0-0-121 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 0.51 Vert(LL) -0.13 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.25 9-10 >535 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 7 n/a n/a BCDL . 5.0 Code FBC2010/TP12007 Matrix-SH Weight: 58 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 61210-3-8 (min. 0-1-8) 10 = 618/0-6-14 (min.0-1-8) Max Grav 7 = 612(LC 1) 10 = 618(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1442/0, 3-4=-1442/0, 4-5=-1442/0 BOT CHORD 9-10=0/1050, 8-9=0/1442, 7-8=0/843 WEBS 2-9=0/525, 2-1 0=-1 161/0, 5-8=0/677, 5-7=-991/0 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. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard iisnag•llemed ,nItIfnsisa ds'(-1 IOCF111KS'3rSEtlE1 aLEI[IIL7EL4SI(0I0R10RS(aS10alRll!fl')l[ISgt(F�64�'IP bu T.41'9{epereadnulnef edsa Aslnss Desipdaexg�06iWr..s AdinYLhmis tll,f.E WrtewskMWen ns. 6tless d4eeei;esdterreih I(9, a9I wree¢aeCw lk+essWlle cut heHetrOpN+elul As elms aeaP Eapaer l.e-Sitoaap h3me,Me udamrtTa6nprnedsumnFhen dh+ystu0us!ari—I mrrrWo,tuthe Wig dthe shlleRnstgldetnde ra)ede,sty lt4l. taedni�nsmlasn,tnlmgmloieei, s:mri'� Anthony T. Tombo Ill, P.E. order, aleasTrcola¢yWfr?I;Iiemrmifihhdlne0aeu,rx?.edsutlrti+elgmorfae Glliq GulloseislknanA el ha lt(, Ae 11(WrrtIdkil£q coded 1111. Re gpmelddeiP7utugfie!dn+ofdeims. iadetulip�¢I, s9ege,ieihllmce rslMM+I sEe117e ate mlasihkhd -80083 Q dt Wlsgaesgsm nl(axean In em-nmhde Towns, Fioa.,"11. eliess el0,I ghminsnSdeh4 rmma(s(SQIelllskl llin WSl(a uen!aasdfnlsnrdpdua. r7F16AxsMrm; anlil,�ssaftn:tsell»Lns Peuluefnts Onl,�;elner selirrs Y<eA:amr,edess 44515t. Lucie Blvd. o%niselelnet6te4etrea u�edsmie wrdmt lr�iWeumdnl.teer-ErnFEellunis 101 de ki!fag0etitrr, ee inss Shim Ea;iesndeg bafel. Allmledhethrnsaus ihaed io lNd. Fort1St.Luci, FL Blvd. (opylighT0'2016AIReolhanas -Anthony l.lumhoIII, P.E.Repmdudionof ibis document, inany form. isprohibited without The wrinenpermission ham VRooflrusses-Anthonyl.Iambs 111,P.E. Jab Truss Truss Type Qty Ply 1 Job Reference (optional) Al 11001 1 russes, r-on coerce, t-L J4y46, aeslgnLaitruss.com 3x3 = 1 2 3 4 A0220415 Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Mar 27 14:18:27 2017 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-60PWjycP4gbXKPv39?U3VU05KKzK33Y38VaOyszWjeA 5 6 7 8 9 10 z+ .•.� � •-•t.,:;:<::: a• \:;`.::;:>• ♦aa�; ♦♦ f`:o. +. •y{•�•?: ��i:.?% ,. ': •<�� F ♦ �• \\ ' ' \ lr�� F - •:, ti:lt�•:;j;:;:;:Q:•>:: 'i'd 1 122 d li21 20 19 18 17 3x3 = LOADING(psf) SPACING- 2-0-0 I CSI. TCLL 40.0 Plate Grip DO[ 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Inc r YES WB 0.03 BCDL 5.0 Code FBC2010/TPI2007 Matrix-SH 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 11-6-10. (lb) - Max Grav All reactions 250, lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 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) 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 16 15 14 11-6-10 11-6-10 )-0- 121, [24:0-1-8,0-0-121 DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(TL) . n/a n/a 999 Horz(TL) -0.00 19 n/a n/a 13 12 11 PLATES GRIP MT20 244/190 Weight: 54 lb FT =.O%F, O%E '7trtbi.%x;t anw.jdP xnu r:s'kt t?.rll'itSs•S;YG?41 r6if71t iftYi t C3011ii�li (tlii84rGf!EI`1(UPitrD;df�"ra heft kt�{en:rrcl sMSW u::5 aaxitm.txlt 55� a:u4(Ih W 1451;'hq I, rts» el PE. ideetu 1lrAts!se rse Udst lYx.nt sbid el ae G0, zt IhBs;tmwpis 4d1hadN.6. lo0ahlrt ul6MIWrleguenra, Iptit4tyxSrdnelleotsy MMIntsttlsm empu. d as I." mdet;•5 I,.rmd'kp 1.-., imp dihsalltlnst itP:dtiteae lib aeh. In lft�l. Rehupnser.lent);:dgtwt^�tetsaahht Anthony T. Temba Ill, P.E. W.,1d1faTlrs51lWltii6tt 15 Nusa:5ibfil, dw ditty.lr oiltltMfimtlltlda�alnl1a16tdpn, all ticittdIN ne at Ir.1m I5:d Wpq ,is etml nl Lx111I alTWWar httlli5da1l5rb 3drrsle(1tiw1, dtli;G aatl',�IfIWYletj {+.d.'.:f al.... :'td 980083 ' dttxititr6eJ:xuad(tenaax' 111vatd>+nael6htrllFtrrenmadretsW55aBtM9dq`axgtX',tltry nseix;liiyrtllsSdfllllWti(Abttd+lexttiu{nndrtd- 1/;dfirm A.latmIM'sWIt's o^51mt6bip".Nsior.gatstasalL:55Ybdtdan;a'.tt5 445, St. Lucle Blvd. dln.lfl td-+5{irlrttrtd 1118d 9",o w:nttlt 41.%W s!,,d. Tits L•Iabvp rtjislV 1, RM as Isi.!t r Mp., R lAA stru, E V v,1 at CRYGtr. Fort Pierce, FL 34946 (tPY5ilhs:Si1616A-1Rooflrusses -Anthony MombaIII: F.t. Reprodwico oftth Wanted, in any taint, ispohibAedxithourthewritten petmissianban A -I Rootlmsses-Anthony 1.Tomb III,M. - 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 11-6-10. (lb) - Max Grav All reactions 250, lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 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) 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 16 15 14 11-6-10 11-6-10 )-0- 121, [24:0-1-8,0-0-121 DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(TL) . n/a n/a 999 Horz(TL) -0.00 19 n/a n/a 13 12 11 PLATES GRIP MT20 244/190 Weight: 54 lb FT =.O%F, O%E '7trtbi.%x;t anw.jdP xnu r:s'kt t?.rll'itSs•S;YG?41 r6if71t iftYi t C3011ii�li (tlii84rGf!EI`1(UPitrD;df�"ra heft kt�{en:rrcl sMSW u::5 aaxitm.txlt 55� a:u4(Ih W 1451;'hq I, rts» el PE. ideetu 1lrAts!se rse Udst lYx.nt sbid el ae G0, zt IhBs;tmwpis 4d1hadN.6. lo0ahlrt ul6MIWrleguenra, Iptit4tyxSrdnelleotsy MMIntsttlsm empu. d as I." mdet;•5 I,.rmd'kp 1.-., imp dihsalltlnst itP:dtiteae lib aeh. In lft�l. Rehupnser.lent);:dgtwt^�tetsaahht Anthony T. Temba Ill, P.E. W.,1d1faTlrs51lWltii6tt 15 Nusa:5ibfil, dw ditty.lr oiltltMfimtlltlda�alnl1a16tdpn, all ticittdIN ne at Ir.1m I5:d Wpq ,is etml nl Lx111I alTWWar httlli5da1l5rb 3drrsle(1tiw1, dtli;G aatl',�IfIWYletj {+.d.'.:f al.... :'td 980083 ' dttxititr6eJ:xuad(tenaax' 111vatd>+nael6htrllFtrrenmadretsW55aBtM9dq`axgtX',tltry nseix;liiyrtllsSdfllllWti(Abttd+lexttiu{nndrtd- 1/;dfirm A.latmIM'sWIt's o^51mt6bip".Nsior.gatstasalL:55Ybdtdan;a'.tt5 445, St. Lucle Blvd. dln.lfl td-+5{irlrttrtd 1118d 9",o w:nttlt 41.%W s!,,d. Tits L•Iabvp rtjislV 1, RM as Isi.!t r Mp., R lAA stru, E V v,1 at CRYGtr. Fort Pierce, FL 34946 (tPY5ilhs:Si1616A-1Rooflrusses -Anthony MombaIII: F.t. Reprodwico oftth Wanted, in any taint, ispohibAedxithourthewritten petmissianban A -I Rootlmsses-Anthony 1.Tomb III,M. - 13 12 11 PLATES GRIP MT20 244/190 Weight: 54 lb FT =.O%F, O%E '7trtbi.%x;t anw.jdP xnu r:s'kt t?.rll'itSs•S;YG?41 r6if71t iftYi t C3011ii�li (tlii84rGf!EI`1(UPitrD;df�"ra heft kt�{en:rrcl sMSW u::5 aaxitm.txlt 55� a:u4(Ih W 1451;'hq I, rts» el PE. ideetu 1lrAts!se rse Udst lYx.nt sbid el ae G0, zt IhBs;tmwpis 4d1hadN.6. lo0ahlrt ul6MIWrleguenra, Iptit4tyxSrdnelleotsy MMIntsttlsm empu. d as I." mdet;•5 I,.rmd'kp 1.-., imp dihsalltlnst itP:dtiteae lib aeh. In lft�l. Rehupnser.lent);:dgtwt^�tetsaahht Anthony T. Temba Ill, P.E. W.,1d1faTlrs51lWltii6tt 15 Nusa:5ibfil, dw ditty.lr oiltltMfimtlltlda�alnl1a16tdpn, all ticittdIN ne at Ir.1m I5:d Wpq ,is etml nl Lx111I alTWWar httlli5da1l5rb 3drrsle(1tiw1, dtli;G aatl',�IfIWYletj {+.d.'.:f al.... :'td 980083 ' dttxititr6eJ:xuad(tenaax' 111vatd>+nael6htrllFtrrenmadretsW55aBtM9dq`axgtX',tltry nseix;liiyrtllsSdfllllWti(Abttd+lexttiu{nndrtd- 1/;dfirm A.latmIM'sWIt's o^51mt6bip".Nsior.gatstasalL:55Ybdtdan;a'.tt5 445, St. Lucle Blvd. dln.lfl td-+5{irlrttrtd 1118d 9",o w:nttlt 41.%W s!,,d. Tits L•Iabvp rtjislV 1, RM as Isi.!t r Mp., R lAA stru, E V v,1 at CRYGtr. Fort Pierce, FL 34946 (tPY5ilhs:Si1616A-1Rooflrusses -Anthony MombaIII: F.t. Reprodwico oftth Wanted, in any taint, ispohibAedxithourthewritten petmissianban A -I Rootlmsses-Anthony 1.Tomb III,M. - Job Truss Truss Type Qty Ply A0220416 68026 FL02 Floor 1 1 Jab Reference (optional) Al KOOT I cusses, r-orE coerce, rL J4v4b, aesigrigyal WUSS.aom 0-1-8 H 2-6-0 1.5x4 II 1.5x4 = 1.5x4 = 3x6 = 1 2 014 0 3 0 Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:27 2017 Page 1 ID:ln1 EI4n4krFMR5vCX81ws4z20vo-60PWjycP4gbXKPv39?U3VUOvNKga3tQ38VaOyszWjeA 1.5x4 II 1.5x4 II 3 4 3x4 = 1.5x4 11 5 6 2-7-6 a�lf8 Dead Load D'efl. = 3116 in 3x6 = 1.5x4 = 7 6' A, 11 10 9 3x4 = 3x4 = 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 TCDL 10.0 Lumber DOL 1.00 BC 0.63 BCLL 0.0 Rep Stress Incr YES WB 0.81 BCDL ,, 5.0 Code FBC2010/TPl2007 Matrix-SH 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 3-1-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 8 = 801/0-3-8 (min. 0-1-8) 12 = 807/0-6-14 (min. 0-1-8) Max Grav 8 = 801(LC 1) 12 = 807(LC 1) - FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-15=-799/0, 7-15=-798/0, 2-3=-2364/0, 3-4=-2364/0, 4-5=-2364/0, 5-6=-159310, 6-7=-1593/0 BOT CHORD 11-12=0/1455, 10-11=0/2364, 9-10=0/2298 WEBS 3-11=-316/0, 2-11=0/1028, 2-12=-1609/0, 5-10=-155/396, 5-9=-779/0, 6-9=-287/0, 7-9=0/1696 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 cc 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard DEFL. in (loc) I/deft L/d Vert(LL) -0.27 9-10 >652 480 Vert(TL) -0.43 9-10 >408 360 Horz(TL) 0.04 8 n/a n/a 3x6 = 3x3 = PLATES GRIP MT20 244/190 Weight: 75 lb FT = 0%F, O%E Acsmg fl ... k......s nm. fM'If 100E ItDSSS('s[r(EI'yC?II[ai1ElXS 6(DIDDWFSNSi081'"uDrl'jIIIFDNIiDGSIYI' lem. fary4Asi ra atlm iflrtc! fnaa nillnu 6esq[ Ger�y(fD7) W to Aniu7 LT[nh ul, Pi.4lrreuf SEeet Wue.u. Udes3 mkrsllt tt9elm iif I[d, r. y 'IDTee usemr7uaeslid tifsfdfir!lrTV%if Ted SfelmfCWpap¢ffr(.e.,iffntlry&pb±f+�teudualiDDrep:fsetlsdaf[eph[uNfif p!tlnslff:!fepfte¢g refpnfA7lnlztletnigAPoeflfr6lmtlepae![s of iWffh,x.#rIt!1. Iledfupffaolent,!nlmgwimnl, Itialila! Anthony T. Tombo ill, P.E. as rse ilrif imis local kirag istL•nAnui'tu.d Pr Orm,fie7nshimtdffd getups kaliup Desyur.li!xuYtrtAOe IIG,'.ali(n1AS IxeI Mildfp wkal ltld. Mippmflal@e ND up arAdl.uf:`ni irvu. nddlll'„n.'Iin, shags. iefhllmfcWludel shellk!lr ntpaflMlird » 80083 .4 teI,}Dfr,pu!nd(s mt. lD if!rrsflutnGi iDDnl!ap(o0a3 nlgidelunf(!li HJ6y(raluWSdfnL{ua�fe;!(itlpt�.11titllJll!WINl efifl!tliCtFl IfISFCIId put. (f. INl1hP.I of off :rdalt Wd�li F!fI3((tfS LfUjeH. tMif Dtm}I Jp3fVa(IaffBIC::TfN, Bien 44515t. Lucie Blvd. WEuwln definfd6n GNmvpfflca brrIIxi if v0lcor dfflul. IEf Gns Ofti�hglen is K9i th lfiltay 0fsipn:r,e, Iuss S!rlee:otkfvcffa ifd6ep. Rllaptldltfdu,at oen ia`me1!e lil t. Fort Pierce, FL 34946 (opyright®2016AIRoof husses-Anthony 1.TomhuIII, P.E. ReinmIntion of [his domment, in any form, is prohibited without the written permission Item A -I Roofliones -Anthony 1. Tomba III, P.I. Job Truss Truss Type Q ty Ply 68026 FL02GE Floor Supported Gable 1 A0220417 Reference (optional) m i moue i ruses, rarL rierce, rL J-ftl'40, uesignic_ya i wuss.cum Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Mar 27 14:18:28 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-aCzuwldlr8jOyZUFji?12iYGkjlXoWkCN9JyUJzWje9 3x3 = 3x3 11 3x3 = 30 11 1 2 3 4 5 6 7 8 9 10 11 12 .......... ..... . .............. . ... . . . ............ . .... ..... ...... T, i26 U 28 c'Tk 9 Ti W�x ST1 ST1 ST1 ST1 �I �Tli ST11 i25 --r! ri 27 24 23 22 21 20 19 18 17 16 15 14 13 3x3 = 3x3 14-11-14 14-11-14 _Plate Offsets (X,Y)— [1:Edge,0-0-121, [25:0-1-8,0-0-121, [26:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 0.04 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 Matrix-SH Weight: 69 lb FT =.O%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(fiat) 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 14-11-14. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15.14 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) 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. LOAD CASE(S) Standard I L 6f lill—WP4 I!, SjuPI4..W' A'.1..f N'.jl! I Anthony T. Tornbo III, P.E. dw0wft. 0.&-avohywv!il "VIII, 80083 pAkwit'll ISVA .' nfwAh, In"d I'd- Thl 4d.1 alien tf^5 foss h"Pi" Nis kLF Eq.," isi Nis 9.4 M�tt'w*s 445, St. Lude Blvd. amema'01-1 ... s Miss i. TN. Fort Pierce, FL 34946 Keprodussian offtis doiameal, in any fair., is piobibited wilowthe flnem ptimission hem A -I loof1tusses - Anthorql. llcm.bo III, F.I. a Job Truss Truss Type Qty Ply A0220418 68026 FL03 Floor 9 1 Job Reference (optional) Al Koor I russes, tort coerce, I-L jgjga, eeslgnLa-itruss.com 0-1-8 H , 2-6-0 Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:28 2017 Page 1 ID:I n 1 E14n4krFM R5vCX81 ws4z20vo-aCzuwld 1 r8jOy2UFji?I2iY9aj6LoNiCN9JyUJzWje9 2-0-0 3x4 = 3x6 FP= 3x4 = 14x6 = 2 3 4 5 6 7 8 0H 11�-8 A-8 Dead Load Defl. = 3116 in 3x6 = q 1n 4x8 = 3x4 = 3x4 = 3x8 MT20HS FP-- 3x8 = 3x6 = 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 0.56 Vert(LL) -0.37 12-14 >600 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.58 12-14 >388 360 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Harz(TL) 0.07 11 n/a n/a BCDL , 5.0 Code FBC2010/TP12007 Matrix-SH Weight: 94 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* LOAD CASE(S) W2: 2x4 SP No.2(flat) Standard BRACING - TOP CH Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly appiied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17 = 1026/0-6-14 (min.0-1-8) 11 = 1019/0-6-14 (min.0-1-8) Max Grav 17 = 1026(LC 1) . 11 = 1019(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-1014/0, 18-19=-1014/0, 1-19=-1014/0, 1-2=-1974/0, 2-3=-1974/0, 3-4=-3927/0, 4-5=-3927/0, 5-6=-3927/0, 6-7=-3927/0, 7-8=-254510, 8-9=-2545/0 BOT CHORD 15-16=0/3195, 14-15=0/3927, 13-14=0/3537, 12-13=0/3537, 11-12=0/897 WEBS 5-15=-309/0, 3-15=0/1 033, 3-16=-1 350/0, 2-16=-297/0, 1-16=0/2173, 7-14=-6/776, 7-12=-1097/0, 8-12=-252/0, 9-12=0/1822, 9-11=-1343/0 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. 6) CAUTION, Do not erect truss backwards. Ifa:ag-Nlsst IetmgMp"ie+Nt'FI1CG II'dS53{SEtl81 F(RIs!7E11166(CIgOGFSNSIOM{PJiH'Jl(G'gX!u;6Y_•l.Thu Ta:hledp mnt4 sninef ednaPklnsseed;s[t!nq�W;entry sen.;LTuh01, Pi.ldermte!Insldue at. 09essditr d steee.1hir0,:4 WIteatumt;:wes slt0;toste lash t6dnle slid lse(ms 6nipEr:+aap.e. Spuelh(eli.+etj.le sed:: mjl0etej:esetlt i>".t[eFnn:felt;:deal:teVtyneua;ns;utll.ihf>:1lelenpd At slt(IeTtns/y17t1!+Iktfgg eJr,,�d=r it41.(h2t+io tsstal9w:,bt1§yutWiut, rWtllmr fNmCny T. Tombo 111, P.E. adne d"+tir.sltt¢!Wldm; is lSem;usil:IardtbtOner,sk pears:ettsrl:dq:d xhtE trig 6nipa.6txsanReld!•.elx, 2t ll(airs nml h:k3eg saline tfld. lee y;nntdkeigg evbsq fitle nt ddt im!, iaA.lu; iy.st:rge,ias@Ilnse.dMsat; shAhlle rnpsslhlihd *80083 lepll:y Pesqut M(nxma. Rilems us xilant ifig sent;ra�esusEeedcndne Is sNOWpud S3tgp'.at1e;sspl'Ciseees;Rlness(i uenfanadfa;enr9;s:fxn.r7id ldmu Mev;rt:liLanaletiu tlatTnss Ctupes.iea;s 6arYs6;asuteelra;t Ycdemnt, wless 44515t. Lucie Blvd. ct(enlst 4fiasd pse(NrtO cpe!d x5n it«nm;Er dlpR!; iudal. Pelnn Uedp fyueet is NOT ne kn7�0esi;ns of tens Spiea h:ztaateaf b0ere;. dl t:pae,tte lams at a: daBeJ iema' (oppight01016A IRoofTiusses- Anthonyl.Tomho Ill, P.I. Repeedunion of Ibis document, in any form, is peahihiled without the written purnission hem A-1Rod Losses- Anthony 1. lombo Ill, P.I. Fort Peree, FL 34446 Job Truss Truss Type Qty Ply 68026 FL03GE GABLE 1 1 A0220419 Job Reference o tional Al Roof Trusses, Fort Pierce; FL 34946, design@a1 truss.com 0�-8 33 32 31 30 29 2827 26 25 24 23 22 21 20 19 18 3x3 -: LOADING (psf) SPACING- 2-0-0. TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 I Rep Stress Incr NO BCDL 5.0 1 Code FBC2010/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(fiat) *Except` T2: 2x4 SP M 31 (flat) SOT 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 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 18-11-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 33 except 27=1037(LC 1), 18=742(LC 1). 32=388(LC 1). 31=305(LC 1), 30=344(LC 1), 29=385(LC 1), 28=255(LC 1). 26=467(LC 1), 25=830(LC 1). 24=779(LC 1), 23=545(LC 1), 22=843(LC 1), 21=877(LC 1), 20=527(LC 1), 19=899(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-36=-736/0, 17-36=-736/0 WEBS 2-32=-337/0, 3-31=-292/0, 4-30=-331 /0, 5-29=-371/0, 8-26=-303/0, 9-25=-817/0, 10-24=-766/0, 11-23=-531/0, 13-22=-830/0, 14-21=-864/0, 15-20=-515/0. 16-19=-883/0, 7-27=-1040/0 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 cc. 6) Load case(s)1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3x6 :- 3x3 3x6 FP := CSI. DEFL. in ([cc) I/deft L/d TC. 0.80 Vert(LL) n/a n/a 999 BC 0.05 Vert(TL) n/a n/a 999 WB 0.20 Horz(TL) 0.00 18 n/a n/a Matrix-SH 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-33=-10, 1-17=-220 Concentrated Loads (lb) Vert:1=-120 17=-600 9=-598 13=-672 16=-589 7=-1144 37=-43 38=-54 39=-86 40=-587 41=-676 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 18-33=-10, 1-17=-220 Concentrated Loads (lb) Vert: 1=-120 17=-600 9=-598 13=-672 16=-589 7=-1144 37=-43 38=-54 39=-86 40=-587 41=-676 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:29 2017 Page 1 ID:Ini E14n4krFMR5vCX81ws4z20vo-2PXG8eefcSrFZ133HQWXbv5GZ7e8XwNLcp3V11zWje8 0�-8 0 c�r 36 0 to 3x3 = 17-4-0 , 18-11-8 1-4-0 1-7-8 PLATES GRIP MT20 244/190 Weight: 90 lb FT = P%F, O%E 'I±rzhE•hie4-VI.;¢rt.WjIE?;(ii:FfEi;'SG:EI'.G971t 1EIYi ILPtOrt;_MMArIVEt^iCluCwtfD'sYi1lY i.Yb±Ny It1'3P8f5f�trt P73H1 �4!it le lii 1¢:l a±41�1 ai. iQE1i ?.r.is±±I, TWALPE.rdeeiu SWIftiHe. Whx stkNrw ibiiluYt'E�D, ce1 wi¢:wN:N pwn SSaD ke tsel:W:k 12Dh6±nillsv hai De;!mEcgueN e, SPmtm Ea,mtK;ti±Hlre urlp ne!±!eut....... el;upr¢::Nn H7..enngr¢y¢s�tinr iNa±traqulUNip±T¢SSd�aINHne lh6 ¢B.N1H to 1. Rl L±Sip1¢9Et±t¢,I7 zgHOveNb'F.thh) Anthony T. Totnbo 111, P,E. eu.¢:H!s`:mcs ls¢.a.Dfia;nYe i±!p¢!e,n?±d tis O+M.1tC.iniMii:nilvt±wm3±MYa;Msq+¢,aa+ic:Mt'±e 1t:.-r ii: xA ne lxtlktn; ¢:�HltPtt tii±p)+!Ysni iPD ¢d ayhella±dtii Grn,slasl! Iak±53r±,u:uFnto¢!a¢ie; th0`�tle mPtdAY:".fd « 80083 ' tl'9�)JNvu r4E±haWc Yiaas sNrRoUelDD mdttepw5¢s c7;ddelondtte t:::a; 4sersY'.den+RNsgtali;Priri:e;ki:'NWS6(Int i±±xe:tiE>:Innd 9ci!>rs.1.*, letue:ne;e;PHnlJ:n¢¢I!<es el!a has DHipn,G.t!Depa [egieeN ¢f n.c!Ymf±;mN,a!tH 445! St. Lurie Blvd. ±tleu;¢P+ael I±eearanyitete;¢ h.0tj I, en;"nt!1 ::!N. lle has±Cospfvjn±NiN6!neI,i'v"v;Cv!P,dJ,N tre!i irnic:egvmdHt 5;!["q 1h;H.^.Ii¢IINm ae±: eifnl¢IP, I' (npytigh02016Ad10011usses -Anthony 1.lomhoIII, P,l Repsoduaion011tis Moment, it. coylosa,isptohilitedwitioutthewsinenpantissionfront A•Itodlrusses•Anthonyl.Temholll,P.E. For' Pierce, FL 34946 4 Job Truss Truss Type Qty Ply A0220420 68026 FL04 Floor 4 1 Job Reference (optional) A I moor i russes, rort rierce, rL 39e90, uestyn(ga raruss.curn 3x4 = 3 Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:29 2017 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-2PXG8eefcSrFZj3SHQWXbv5FW7RVXsELcp3V11zWle8 I— 2-0-0 E 4 5 1-3-0�OH8 Dead Load Defl. = 118 in 3x4 = 6 7 4x6 = 3x4 = 3x6 = 6-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1%O TC 0.87 Vert(LL) -0.22 10-11 >646 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.35 10-11 >411 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 8 n/a n/a BCDL . 5.0 Code FBC2010ITP12007 Matrix-SH Weight: 63 lb 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) 12 = 657/0-6-14 (min. 0-1-8) 8 = 650/0-3-0 (min. 0-1-8) Max Grav 12 = 657(LC 1) 8 = 650(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-706/0, 13-14=-706/0, 1-14=-706/0, 1-2=-444/0, 2-3=-444/0, 3-4=-1569/0, 4-5=-1569/0, 5-6=-1569/0 BOT CHORD 10-11=0/1338, 9-10=0/1569, 8-9=0/681 WEBS 5-9=-335/0, 3-10=0/443, 3-11=-988/0, 1-11=0/842, 6-9=0/982, 6-8=-903/0 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) 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 dmag-f;Hv. livnr;51{"toed 4resu �lsinu Oelip G4.a�pfrP ulh lYinr f. iwh III,?1.ldH4ttr Sf:!I ldnmf, UL4ss othr.it4 a: d a h41t'6, oa} wrlt¢¢r 1xH!tEnn� zt ti,Wnt,04Is, IrnsNMI. EA % fl!.S{CL F;1,f3 hIts.9-iTO64li'H41!E! 2Fh44EttN{f1H9NRIf jlllli;fHtPE!IIII t OPeHIE1A 4414�4If!tl4gIn4I1 N 6J415dE (�FI.IIe F!I;lPp40pE4E:.(EJO;¢II i44E,fG4t1B/ AnthonyT. Tombo Ill, P.E. gent'Mslrnst'!¢ytdlcgistt:nsnfstm!Iga@roafH, r.E:r'sEnundgmErn:eauo{ctngHr.hxr,x'trelite.,((Hli'.'HwFi49wle.1Mi. (leo;tn!cleCeTMni44sfi4ldfuo(6eirvx ddu;EaCiegfugaie!h4ce¢dhetlagsE411Ee1ElnyuslliL d ;80083 8 14&.UaNn;, 4451 St, Lucie Blvd. E4H.e:Istdddt f (tNEO peeds7a! bc:aay tg m roar Inrlrel. M! In's 6:v� &yiHn is a0f d! {'ilfag0esip:r, m (ms St!leH (r•;sHref m Mw�ag. AI¢i;WIt421e4¢see n d~•`re!i d (PII. Fart Pierce, FL 34946 (oppighl 0 2016 A-1 Roof posses- Anthony Mombo lib P.I. Repedottion Of [his dornmenl, in Ony[arm. is prohibited without the written permission from A-1 100111asses-Anthony 1. Tomlin 111, P.E. Job Truss Truss Type Qty Ply 68026 FL04GE GABLE 1 1 A0220421 Job Reference (optional) m I moor I russes, r-on rlerce, r-L avevo, aeslgnrda iuuss.com 0N8 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:29 2017 Page 1 ID:Inl EI4n4krFMR5vCX81ws4z20vo-2PXG8eefcSrFZj3SHQWXbv51r7eOXwRLcp3V11zWje8 oN8 11 2 3 3 2r� 4 2� 5 T1 6 7 J3 — 8 36 9 10 . — 12 0 0 \'is�l i�1':;ijy:fY�\t'%��+i'•:•"\`��iii�'•','/R+i: 3FCsd��+`'•.`.sy�.e`„`.RV;:..a2:a:G'F�.'•:a.+�'i.:,Q�a::��.C:: ��•�i��.• i�;'.��;:`1w\'•.'�Yt+iJ•.+..•.•+•'Sti�+iY/.l�E'ti✓5/..:'yy`/F•��`;:•.��;Y'r':',:+'i;��sys.`I'.\•f\Cy/ffr'•.,: e.J:•::;!:ax+';ya'y�v`\:.,..:•:`\\:.».+:.ale.\\\,:,C�.`:`.•r:.:..:'+`lwS\.•'+.•7.•:::+/.a•:::a� ttC+{.v/'+ii?;`\;.•,:i.;F<i):y\t'C�jCji`v\•�i.,¢�T:t�{\ii':::: fai'E1.... ::tii::�:%r;:f f 24 23 22 21 20 19 18 17 16 15 14 13 3x3 = 3x3 3x6 = r;; 1 2'16 1-7 1 4-0 2-8-0 4-0-0 5 4-0 6-8-0 T-O-Q 8-0-0 9-4-0 10-8-0 11-0-Q 12-3-0 1 4-0 14-0 1-4-0 1-4-0 0-4-0 1-0-0 1-4-0 Plate Offsets (X,Y)-- [1:Edge, 0-0-121, [25:0-1-8,0-0-121, [26:0-1-8,0-0-121, [27:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP s TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Harz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FBC2010[TP12007 Matrix-SH I Weight: 64 lb FT =J%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 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-3-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13,15 except 23=394(LC 1), 22=265(LC 1), 21=344(LC 1), 20=379(LC 1), 19=328(LC 1), 17=589(LC 1), 16=826(LC 1). 18=868(LC 1), 14=776(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-23=-298/0, 3-22=-252/0, 4-21=-331/0, 5-20=-365/0, 6-19=-317/0, 8-17=-476/0, 9-16=-812/0, 7-18=-865/0, 11-14=-767/0 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) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-24=-10, 1-12=-220 Concentrated Loads (lb) Vert: 1=-120 7=-1048 11=-589 28=-54 29=-86 30=-589 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 - Uniform Loads (plf) Vert: 13-24=-10, 1-12=-220 Concentrated Loads (lb) Vert: 1=-120 7=-1048 11=-589 28=-54 29=-86 30=-589 - elem e9•mess nnaz,J;,me�5e'L110RFItA5t1;'ftl�.:e;.�:riEtl tILNS di"SUN�lS Ni10x,`lUltr; SIUGAtE7i4:_'AP'uas !erh rm;e;as'Chs nd,eae a: a .W3 irrss'hmp'ni l0a a)T7S 1.* 1. h.4,8M. Ida-Wd IA. tit Uflri{f.{lf�w atilt ark r .VY MiU meron pnea sill rend:a:vlA@nie �Ia rsalnss an+cfe;iseo q.e. Srenrnr'o;xx[ilneslweal tC.,eNes:nsec n:ryhaa dkapa:nuaul n;;m;mpaen:5n;o.a:ua;ed AM ngl•InstL•pstd as de 1pl aaM1.aeee Rld. Rx eevgaassm!San, lasf3g taLhaet,:a'ahG Anthony T. Tombo Ill, P,E. WrtedNif l¢.:s lx enS..ds!nth,tSpafS�a�dne"aH,.^eonn's aniti:Ne;edn Ca taltegbesin:,,n;le:a:end#aR.2elir awie lsal7t6c; ua eet tot. ne uY:eeddtle?G9Wa; heUned6a hrts. Flofa�lutlar,fagennaC anikNgahllk Ne:espe.Ai!Yel 980083 O tletutig6es:;.xssi(aenat>._eOxrrsda.:Atkl?Prenenanw�.75mdwad6e6>irnrGxr;ae„dehdnxSu;CiijpN,stri4l:'tlW'6itne:e?x:xeilurne:epihxr fideebndervgnvlJ:aesWMead+arms0esipn,tnnbt>:m6giudW':nt!Yatdamuw,aau 4451 St. Lucie Blvd. enn+ue ietxie.eiaa-.ad epeetgn Uvnae; i, o9tamsuekM. fel:ns Ex?;afigvee: isf lde H:xvq[4,�er,a tnst Srnsa: kloendue Ssieuy Al csx ¢el lxosmen dehaednlF: 1. For. Pierce, FL 34946 topytigbt02015A-IRea!itasses-Antbonyl.lomboill,F.t.Reprodatonoltbisdatumeat,itany farm: ispablbitedxitbouttbowinenpermisslonfrom Ad Roof Truster -AatbonyT.TomboN,P.E. Job Truss Truss Type Qty Ply A0220422 68026 FL05 Floor 6 1 Job Reference o tional Al hoot I russes, t-on tierce, t-L 34u4o, eeslgn(w_anruss.com 0-1-8 H �7-8 i ' 2-6-0 3x4 11 3x4 = 1 2 3 18 , o 0 Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:30 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-Xb5eL_fHNlz6Bteer71 m77ePGXgRGDnVrTo3ZBzWje7 2-0-0 4 5 2-2-0 *8 Dead Load Dell. = 3/16 in 3x4 = 3x6 6 7 8 d n c 13 12 11 10 4x6 = 3x4 = 3x4 = 6-1-8 , 7-1-8 . 8-1-8 LOADING (psf) SPACING- 2-0-0 CS'- DEFL. in (Ioc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.31 10-11 >608 480 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.47 10-11 >396 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.04 9 n/a n/a BCDL , 5.0 Code FBC2010/TPI2007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14 = 85110-6-14 (min.0-1-8) 9 = 845/0-6-14 (min.0-1-8) Max Grav 14 = 851(LC 1) 9 = 845(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-853/0, 15-16=-853/0, 1-16=-853/0, 9-17=-846/0, 8-17=-845/0, 1-2=-546/0, 2-3=-546/0, 3-4=-2683/0, 4-5=-2683/0, 5-6=-2683/0, 6-7=-1472/0, 7-8=-1472/0 BOT CHORD :- 12-13=0/1863, 11-12=0/2683, 10-11=0/2389 WEBS 4-12=-304/0, 3-12=0/1005, 3-13=-1456/0, 1-13=0/1036, 6-11=0/599, 6-10=-1014/0, 7-10=-259/0, 8-10=0/1614 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) 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. 3x8 = 3x3 = PLATES GRIP MT20 244/190 Weight: 80 lb FT = 0%F, 0%E ifua��rl:an 3em.g1!y nrn+¢F',41IOCF!IUSSd �SEtIEi b GEII[tlIrINS a (ClC01CAS NSiCN{NRI'J lflfliCVf N64dM1' Iw. PuAi G4r{pnnum u1rt:7 M«a tMsLrss DFni;{ hvnepf ICCj «!te 1tlS=ry r. imh 91, PF. irlerta{ S9ter Yelere {u. Udessmiertlis: sltelmFlielUD, valr WrlY6LLHR(pM.ICF.NI Atc[FlIIt IItlJhpgt lilld.A"1-heup Eap—le, Spu9ty Eagin0pne vtd m my rhhrt-st, m ausrw, 1l,vomgrl lT@rng rFSpeESIItIGr)rinlMIT, 1fIM1hp6loss leyiddnlN rDDW!, vedn IP:t.Itl:dPDW mSFnptltigl{Ilmpfldeiem rllttglldy Anthony T. Tombo III, P.E. :d,s, dt*Tmm far dy WTig lsfienp«Fi 14" dhl UtFa,tkOwars« Igd:d q«I v lar W6.1 ".1-4N,vvU ON !M* Ill u1141.1 WWI md-1 T6l. A, plaFI On, M W vnyndi.n me I." Hdisgt 4,i, *.pjer1d1w WIngd:g still bent F:q.0' ¢ t1 5 80083 0 1e1n11'DjhtrgatrW5v otr.1110;Fet«1Wt 0V,raix AW,11%)jgu'IiFgtlirrPl{edSill uerderFecd1.1—Wgniun. TVdram«1EtrFspwsiilrtts«IlrtesdtltTmt"veugeFcrnahtur:q!eF««IrtmsNFed:art{yWF« 4451 St. Lucie Blvd. W«xi«lela:!>it QetrrA qed rs Urraapyg:9ga9r ivd,d. Relnssoan;aEsg.e:«heola:w!dsg he4gver.v lmcspf<rt xgrterd Feyi{ddng. All.winftrrnacr Mu'dmMi. Fort Pierce, FL 34946 (opyGgMmY716AdRout hosses-Anthony 1.Iamb Ill, P.i. Repeaduuionoflhisdocument, inany farm. is pohibiled without the wriflen peimissioD from A-1 Roofliusses - Anthony 1. Tomb 111, P.I. Job Truss Truss Type Qty Ply 68026 FL05A Floor 1 1 A0220423 Job Reference (optional) A] Moor l russes, ron rierce, rc a4a4n, aesignig,)a nruss.com 0-1-8 H 19_-� ' 2-6-0 3x4 11 3x4 = 1 2 3 p ,o 0 Run: 7.600 s Oct 3 2014 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:30 2017 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-Xb5eL_fHNIz6Bteer71 m77eSZXoeGINVrTo3ZBzWje7 i 2-0-0 I 4 5 i 1-3-0 °__ � 0N8 Dead Load Defl. = 1/8 in 3x4 = 3x3 II 3x4 = 6 7 8 9 sA. s 14 13 12 4x6 = 3x4 = 3x4 = 3x8 = 3x6 = 12-1-8 13-8-0 Plate Offsets (X,Y)— [1:Edge,0-1-81, [6:0-1-12,Edgel, [12:0-1 -8, Edge], [13:0-1-5 Edgel, [16:0-1-8 0-0-121, [17:0-1-8,0-0-121, [18:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-,0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.18 13-14 >800 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.31 13-14 >467 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 I Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 Matrix-SH Weight: 83 lb FT = Q%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard 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) 15 = 65410-6-14 (min. 0-1-8) 10 = 172/0-3-8 (min. 0-1-8) 11 = 871/0-3-0 (min. 0-1-8) Max Grav 15 = 655(LC 3) 10 = 315(LC 7) 11 = 943(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except, when shown. TOP CHORD 15-16=-705/0, 16-17=-705/0, 1-17=-705/0, 1-2=-443/0, 2-3=-443/0, 3-4=-1557/0, 4-5=-155710, 5-6=-1557/0, 6-7=-413/410, 7-8=-408/416 BOT CHORD 13-14=0/1333, 12-13=0/1567, 11-12=0/740 WEBS 5-12=-343/0, 3-13=0/289, 3-14=-984/0, 1-14=0/840, 6-12=01997, 6-11=-899/0, 8-11=-480/190, 8-10=-391/0 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) 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. iisrov; • Huss ae:oe;es r!,'ax ne'Sl I00F US3fSEtL15 0aa101t9S { (OMODIOAS (USiON{&1ta') 4([FOwle,06641T hm, rwrt{6vP F—den ulneduta u t�slnss Delp Oraruglt00ju1 i!e Asnnr r. hwh 0t Pt, rds¢as Des! Wwe nr. gdesssakrsise sh'el m ne1fU, ut7 Saie!¢utCu O�!s sh54rodhrn!TDDmh,d4 Belrrss 0ssys iq wxt.e..5{!r.W!Fn;n!M, ne seJ a7mjNDrepresens!,ie!¢6tas¢dlls;rdessismingtssene;n:;e!n6nhhrnsfaiPdiSs slrylelnss repdd eoMIDOutyed!!rP`1. nedas��!s!o-¢P!o:,b!sme¢!Ime!s,s !tDm Anthony T. Tomb, III, P.E. sdrulrts Tress(. ar kilt,;4tlunpsd 1qd"sO+m.IkO'+ss�usnrd±eigm xLv WIMI BenPsc isress,.loE;ieltt.rs ipnrn!IsnI MFAs; mCeai RN. Qsq;mdetlk7Wul mrfi!Wn d !T¢ ,nddi,jW;ie{,ussie,le!hllawo clEresp; sF.eliklle rsquilM4hA -80083 .re tnlJx;OenPu nlOrrnai r0 rnests!snbfn s00 sxlms;s�rces ms; esherssfmtrJ6y 6¢PunSdsn ts'wonu¢rSgpbgs{ell;TH u1SNA cse ufuiarltK;usri {ule!¢. tAA ldmss ns uspsa:ndaes ollnu;dns inn CtnPw.rnss Dln;Ok{¢ssrul rrrt Yse4snnr,edus 4451 St. Lucie Blvd. Hoerr ldn!gir!kdrxe,sd,a,s+rrtn; Er�sxou isnhsA R!snss D:vp 6p!eerhi9rke fdlJagOuq!e:.aims5sdem&; ertisn Estls:e;. Alcpdi±!l ixas nemssrd le tat. Fort Pierce, FL 34946 (opyright�'CHibAdReal pusses - Anthony Undo Ill, p.E. gepsodurtionol[his donmen6in onyfarm, is prohibitedwithooIthewrittenpermission from Adgoofbasses-Anthony].Tomb o111,P.E. Job Truss Truss Type Qty Ply A0220424 68026 HR Diagonal Hip Girder 3 q 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. Mon Mar 27 14:18:31 2017 Page 1 ID:In1E14n4krFMR5vCX81ws4z2Ovo-?nfOZKfv735zplCgOrY?gKAfOxBJ?IDe37Yc5ezWje6 1-10-10 4-7-4 9-10-1 1-10-10 4-7-4 5-2-13 v o •- �- dp A 2x4 = 1.5x4 11 3x4 = Dead Load Defl. = 1116 in 4-7-4 4-7-4 I 9-10-1 5-2-13 Plate Offsets (X,Y)— [2:0-0-1 0-0-31 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.07 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) �-0.14 6-7 >839 240 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 5 n/a n/a BCDL . 10.0 Code FBC2010ITP12007 Matrix -MP Weight: 43 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-14 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 143/Mechanical 2 = 519/0-4-9 (min.0-1-8) 5 = 307/Mechanical Max Horz 2 = 334(LC 4) Max Uplift 4 = -191(LC 4) 2 = -492(LC 4) 5 = -213(LC 5) Max Grav 4 = 169(LC 19) 2 = 533(LC 19) 5 = 352(LC 18) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-987/494, 11-12=-902/512, 3-12=-841/513 BOT CHORD 2-14=-684/876,14-15=-684/876, 7-15=-684/876, 7-16=-684/876, 6-16=-684/876 WEBS 3-6=-925/722, 3-7=0/285 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 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 191 lb uplift at joint 4, 492 lb uplift at joint 2 and 213 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 66 lb up at 1-4-9, 126 lb down and 66 lb up at 1-4-9, 151 lb down and 118 lb up at 4-2-8, 151 lb down and 118 lb up at 4-2-8, and 189 lb down and 189 lb up at 7-0-7, and 189 lb down and 189 lb up at 7-0-7 on top chord, and 41 lb down and 43 lb up at 1-4-9, 41 lb down and 43 lb up at 1-4-9, 23 lb down, and 11 lb up at 4-2-8, 23 lb down and 11 lb up at 4-2-8, and 46 lb down and 26 lb up at 7-0-7, and 46 lb down and 26 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-72(F=-36i B=-36) 15=-9(F=-4, B=-4) 16=-61(F=-30, B=-30) iimaq-F1nn1h Jilf mis.flt 14 ROOF IIMSCSFE "a 6fAFGt(IFUISa(OgO01O{S NS10N{MJrtI';R(CtiQiY.FOGN'�6'hm,t!r.ryi!agEpnn!Lrs nlaed edna�iSUns L4sigs howmg000; aertis AelxiyLLa1E 04'.E. WErmdt Jldm w. OdessWlE!�1se W.ElmSih I[�,;df WIElanenadsmiFOh—dIdIIIN whfdld 4Fhu mupfrgaxpa. SpatltjBq;.+!M,rtI'd nafTOOspmeds nxaphapdfl!pNadwEM1giumaq EagesuEl,hdrthe chiperh!slgle less IsIMI n Is MNq wdm 44t.@EddrpotstsiNn nfis; tle¢5wElCdy Anthony T. TombO III, P.E. s4 FtedMTrns 6rgbitdmgfstS!uspN4lnydtlE0 nd,NNue; ethand I'd.V!'a16g:5!gESc i.M,Iffutd NW,'n Knit, had k1himdo EFi It61.RFEppmal EfOfTOO niny.dl.uaf@F inu. iiAdiaq:,nfieq, 5kngek!Mr..Fe ed kFNgSteltk;le FsgaSiNlhd «80083 aSRNldrf Denlrei ulr+!mCEF. tg Na;satNkGerG6olMgrmEF nl gAddu!stM1E{ng(enpu5n Se5nl�rnra;{(Sq gdlisldlf 1pl of SII1 EF1111tlittFlM1lgFnld pidaa lRI115nE. n1 R5{4fillllElESaidFliidl1Fr15f5CFSIgW.Inn 6121�9 Ftq!tF5FWItPf YaFllOffSl, ldFf1 4451 St. Lucie Blvd. s+Ien�n iF� 5d •>d E (altW e"d<Edrm h •!osq of EO ExSe; md+N. I65 Gns 05Cp FgiueE Is AOI!F! Mddx{ P551gE!!, n'nss SnM1n FcgF!rd ny {Fik:y. W gddiEFttnms uE Es dFed iF Ip:l. t Fort Pierce, FL 34946 (opinight 0 7016 A -I Roof itusses- Anthony L lomha III, P,E. Repsodattion of this dodumenl,in any farm, is ptohibided withool the wsi0en permission hem A-1 Rooflsosses- Anthonyl. Iamb III, P.F. Job Truss Truss Type Qty Ply 68026 HJ7B Diagonal Hip Girder 1 1 A0220425 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. Man Mar 27 14:18:32 2017 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z2Ovo-T—DPmggXuN EgQBnOyY4ECYjsq LYW kCSolnH9d4zWje5 -1-10-10 5-4-13 9-10-1 1-10-10 54-13 4-54 Dead Load Defl. = 1/16 in LOADING(psf) SPACING- 2-0-0 I CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.48 Vert(LL) 0.08 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:52 Vert(TL) -0.12 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO I WB 0.50 I Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix -MP I _ Weight: 41 lb FT=,,0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection. in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 118/Mechanical 2 = 517/0-4-3 (min.0-1-8) 5 = 324/Mechanical Max Harz 2 = 334(LC 4) Max Uplift 4 = -157(LC 4) 2 = -486(LC 4) 5 = -249(LC 5) Max Grav 4 = 136(LC 19) 2 = 613(LC 19) 5 = 385(LC 18) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1421/918, 3-1 1=-1 3711925 BOT CHORD 2-13=-1068/1394, 7-13=-1069/1410, 7-14=-1062/1380,6-14=-1063/1399 WEBS 3-6=-1 37711052, 3-7=-21/257 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 Extedor(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. 13) 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 4, 486 lb uplift at joint 2 and 249 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 ib down and 116 lb up at 4-2-8, 149 lb down and 116 lb up at 4-2-8, and 184 lb down and 183 lb up at 7-0-7, and 184 lb down and 183 lb up at 7-0-7 on top chord, and 49 lb down and 22 lb up at 1-4-9, 49 lb down and 22 lb up at 1-4-9, 23 lb down and 17 lb up at 4-2-8, 23 lb down and 17 lb up at 4-2-8, and 42 lb down and 27 lb up at 7-0-7, and 42 lb down and 27 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-62(F=-31, B=-31) 13=-13(F=-7, B=-7) 14 55(F=-28, B=-28) Ausar-fleas! th!aoEn!s ¢lnetle'A•110CF IIOSiaj SBIEIj, LEE[IIETEEXS d (Oc0010sS fL'SNIE{E;nEI j rlCAin:iOLU_T nm. k!ds hsire Ea�sdn ¢d rt:f Mn¢ atisUns 0mige Goregi 07; ¢Ins Idwr Uink, 01, 7.E. hfu- M1 retne.u. 0dns wi!nda rtaielmtk I[-0, aa5 Wieka¢!na set¢sEAMnelrtfielCDwEl nTtl sttrvss hnp firvte¢p.e.Sl!ordN Eere!!4 Sl utl aamyID6¢prnMssaxttyaaedla!pM¢tiu!hePnwa;¢!Euilieiq fx'gl dnrp d�6r sltilelmslyslEOiMID7W.,¢t!!En-!. nleing,m!mEo:r,Elltay¢dc,ac, laE!mer Anthony T. Tombo 11I, P.E. ,aki,fRsToss fit c-EWsra is he¢srusiHLn dih 0—'kNuesn4m!al,pe v h!&:!Oq Ces7ucitre¢s'MdwlLC !Kwtrha!Sm!dar!ed-1141.Re:in¢d dtte i0l udl:rfidimf:lse l¢ts. ndtWt',mF!ey ssreie¢dt0r..¢¢slrzeuisEdlkik nq¢u10:hd » 80083 1e Wlfs?Deugsu nl6mmr. 10M60a M U M TRD Wit, pwws iupt.hu,ON, WU; 6,ij c'!¢i branee;NS1,��61!sid llli�¢Istflertutulmdfx p!ulf Euhan. rtn Elft.1 a, fe UblsW1*6.1:nin¢hG¢¢.1¢;s 0¢r{ ExE.—W inns lkedlmix,W 44515t. Lucie Blvd. a'Ewxne ddius isefedrat rtrezlsunYrAzrh mtxee:u!drd.IE!1nss 0!0;0!gi1en is NOT ItM3*5ntrler, arInss S,r.Tem ist:ueal¢Ihaq. rg¢pdLldi.Mscees d:!wed u+ T?id. Fort Pierce, FL 34946 (opysight02016A-IRod busses Anthony 1.TomboIII, P.E. Rep mdudionof this dam ment,;nany folm,isplohibiledwithout The wrilleapemusslonhim A-1Roof lsosses-Anthony 1.Tomb o111;P.E. Job Truss Truss Type Qty Ply A0220426 68026 HJ7P Diagonal Hip Girder 2 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. Mon Mar 27 14:18:32 2017 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-T_DPmggXuNEgQBn0yY4ECYjowLXEkDPoinH9d4zWje5 1-10-10 4-7-4 9-10-1 1-10-10 4-74 5-2-13 Dead Load Defl. = 1/16 in v to A 3x4 = 1.5x4 11 4x4 =v 4-7-4 4-7-4 9-10-1 5-2-13 Plate Offsets (X Y)-- (6:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 I Vert(LL) 0.20 6-7 >601 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.14 6-7 >839 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.02 5 n/a n/a BCDL s. 10.0 Code FBC2010/TPI2007 Matrix -MP Weight: 43 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 143/Mechanical 2 = 519/0-10-15 (min.0-1-8) 5 = 307/Mechanical Max Horz 2 = 334(LC 4) Max Uplift 4 = -209(LC 4) 2 = -861(LC 4) 5 = -603(LC 5) Max Grav 4 = 166(LC 19) 2 = 519(LC 1) 5 = 307(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-818/1223, 11-12=-755/1240, 3-12=-755/1242 BOT CHORD 2-14=-1375f771, 14-15=-1375/771, 7-15=-1375/771, 7-16=-1375/771, 6-16=-13757771 WEBS 3-7=-441/285,3-6=-814/1452 NOTES- 1) Wind: ASCE 7-10; Vuit=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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 Ib uplift at joint 4, 861 Ib uplift at joint 2 and 603 lb, uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 Ib down and 66 Ib up at 1-4-9, 126 Ib down and 66 Ib up at 1-4-9, 148 Ib down and 132 Ib up at 4-2-8, 148 Ib down and 132 Ib up at 4-2-8, and 186 Ib down and 210 Ib up at 7-0-7, and 186 Ib down and 210 Ib up at 7-0-7 on top chord, and 149 Ib down and 37 Ib up at 1-4-9, 149 Ib down and 37 Ib up at 1-4-9, 14 Ib down and 61 Ib up at 4-2-8, 14 Ib down and 61 Ib up at 4-2-8, and 35 Ib down and 125 Ib up at 7-0-7, and 35 Ib down and 125 Ib up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-72(F=-36, B=-36) 15=-9(F=-4, B=-4) 16=-61(F=-30, B=-30) a��. n!me dtnopslrrtties nt �la roertlusrtsrsnlrl n DnmrTnus a mkcm:rs mnatarclm; uDemr�DDaar tam. rerdratnrt Dt,nttri nl ttd mesa ditfnss e<!ilt itra70D;} milts Idbaay TTtnkt m, e.E.IdttuttSet!1 kdtre nt. atlas ode!nite 4t{dm nt tra, tdy 9ttltuut ;kcushnbtud It,WIDD,ottedld ieltRl!Dntp E¢�tttrji.e.lytadry rtria!�bstd.m7IDDtts.%ttls a,WgNc3dl!!ydudutl enpnen.�rtsy!tnkdin{y steamy d,Mslt{le loss lq,aelu,h 160 td!,av!rfi4l. nelnilxnsmyans, Itdng ode;us, sx!tlDM Anthony T. Tombo ill, P.E. W4'O !Trmtu my W1.1 islk!esItNLDryd I, Dims. huAw.k.a!d tltd. AI&I top" itN.".4dNlll.d!II1nitbtI.1lnL4gtwk.011. Iktapnrtl eto-etD7 ui uT3dlmddtins!.Itd.fal,'sCi!p!krgaic!h0>^sedl,cnl{sltll Eeftenq[tuFlded «80083 f %1411.3Denlnr nb Omaatr. 111 mestdmPYd lDD nimr,s>Ias vi�llellessdtle1riM16n1moSdtry ltarnnu;IrSij�ili!kel SyiY.19(luenitrudtoptrd lydeaa 17F1ltbus flt r!!,w�JilGum114�udi!!Lus Dstipu.irms DesgaEquval lu;t Yu.raartu, tdess 44515t. Lude Blvd. Gkm"" MM 4 a rttaml ajtdTja-0U rail t1 dr.!Ae; 1.9"1 R1 Nu D!sipt Enina is bar M Id11m7 omnu, r foss S74ec rr,*sm dn1 id1:!p. An m{adtui l-I at a d!fiti u M.I. � Fort Pierce, R 34946 • (opytighlTU2016A•IRaolTtosset AmhooyMomboIII, P.E. Reptcduttionofldisdomment,inany farm, isprohibited WllhDaltherritenptlmissiDntool A•IRodbasses-Anthony 1.fombo111,P.E. Job Truss Truss Type Qty Ply 68026 J7 Jack -Open 17 1 A0220427 Job Reference o tional Ai moot I fusses, t-on Fierce, FL 34946, designLaltruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Mar 27 14:18:33 2017 Page 1 ID:Inl EI4n4krFMR5vCX81ws4z2Ovo-xAnn_?hAfgMg2KMDWFbTIIFxjkslTmWxXR1jAWzWje4 -0 7-0-0 1-4-0 7-0-0 Dead Load Dell. = 3/16 in an d an 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOIL 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 FBC2010/TPI2007 Matrix -MP Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I�MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in I accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 164/Mechanical 2 = 340/0-3-8 (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. Camp./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 Extedor(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) w 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 268 lb uplift at joint 3, 300 lb uplift at joint 2 and 18 lb uplift at joint 4. LOAD CASE(S) Standard tKRag nafs Mrrgty4rr. tlr'l-I root 1roS5di SEtIEP> C�.IEnE 1EIXs 6 (CroglCli NSiC9(pJ![I'j I[[A'CNIiC6.U-�Tlim. T!rAtGup fL'rndr{ OI.:I id—M I—Ddip I—;(iD7j Leh i6.:I.T.i. q rE lild-S"Idl 4. Ito, r1y wTdnarr<.r r�rs!lWie 4dlw&rr-0CN!dd. Ssrrmf Drup6gm4ili.ii!udh&!ne sed nsay fOD reprtsrtlsne4!Heasdhprdn!x41ry:4n:gn;penKintxn!Windt!!suilernscntiarluMID;wh,:�r.ElL fledeuanf:�e4a:,brtcgmeoie4, sael�la: Anthony T. Tombo ill, P.E. W. dbi Twssf—I glnl is licnsp.aH�gdu C.m,ge?n:ffetllydid'lid wtie Willis NaI.LI.ft1M.ddhe ltt.hlx nine lr¢I meScl rdtidInl.#80083 Rr lnllge4q:!r uitmrd4.+gm!:s4xruCeTD9were!mnf sd pdelnndOr Ldl�fneum ldfry l]'4oPNji[Sort.DsldlfTtl ni lxr 4l4Df14!1tw lREtd pit:IR nil tdtXi R.I4i.K!W+ID3lf4elRfiflnlTr4l c'FGr4r,T15:i D4gnJt2 ,AI.s0.4-=N,P:41 4451 St. Lucie Blvd. :to.isr@In!e'sTrltCrmgrda�Ir.:d:r Ha'I r.7e: isd!eA TLl-@ pEryaer is lCI4e M1IrurDruprr,w r415lpko Fr-'untlmIrY. �. lA!:ealc: tirafveul:ud'4iTA. Fort Pierce, FL 34946 [apysighrElRIBAIRaolTmsses Aothanyl.lambollLP.E. Repmdunionalibis document, inany farm ispsahibiledwilhoulThe wrinenpermissionhamAd.Rooflsusses -Anthony 1.TomboIII, P.E. Job Truss Truss Type City Ply A0220428 68026 J7B Jack -Open 7 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:33 2017 Page 1 ID:InlE14n4krFMR5VCX81ws4z2Ov0-xAnn— ?hAfgMg2KMDWFbTIIFyLksCTmWxXR1jAWzWje4 -1-4-0 7-0-0 1 4-0 7-0-0 3 LOADING (p SPACING- 2-0-0 TCLL .0 ' 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress ]nor YES BCDL 10.0 Code FBC2010/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiT� ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - REACTIONS. (lb/size) 3 = 162/Mechanical , 2 = 340/0-3-8 (min.0-1-8) 4 = 87/Mechanical Max Horz - 2 = 360(LC 4) Max Uplift 3 = -265(LC 5) 2 = -296(LC 4) 4 = -25(LC 5) Max Grav 3 = 216(LC 9) 2 = 372(LC 10) 4 = 124(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 Extedor(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. Dead Load Defl. = 3/16 in N N m N rb CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.81 Vert(LL) 0.20 4-7 >423 360 MT20 244/190 BC 0.68 Vert(TL) -0.29 4-7 >290 240 WB 0.00 Horz(TL) 0.01 2 n/a n/a Matrix -MP Weight: 25 lb FT = 0% 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 3, 296 lb uplift at joint 2 and 25 lb uplift at joint 4. LOAD CASE(S) Standard Zhiiva.q•flan Mnr(d:1rnm'A,Yd 100E IIUSSEr5EIIEIJ(MIII HIM 6(01DRINS(USTUM rmfwi IIIfA7Y6i. 06MET h T"+fMile pmndn,I.:IW.0this Trnt DO;.Mercgp6Y ut14 duSnr T.Tmn Iil,?re i. rdmi Nofd.. Uniu, Ao in'tedInth IId, aslp tLRl nnrs2r g!a,s:hn s4 nrd lnmre6Ahrdi6AseTn.NoI,En;eQ.,-Sgeod�F.^.gas:r'leudau vglD6nmuds nunpw Ifni grdesd,..!r..pens:gncgesn6hn{xn:drig+9kl tieg!elnss legidd of i11 TH ed., sAn Mr. Ttedeslg! nsnrons, Imng nelmnt t �diliy Anthony T. Tombo III, P.E. I:dr1fd61 Dlslgselllllianldn.TtmSRf nghilfrg if tl!retglltiSl nrdC,'e OMeer,4ieTeRrl4 Rllell!d lgldeiSaW deg Onignr, ie Cenand of P:x lK,na!1(nlc: bnl lnl&of nk nd l7ll.R,oggn,ddb TDDul.agfidl rtr dllr inse Mddiag txu!iei, slwge.dshUnre aJ hsmg deli Se Re mgnsi111;Ad #80083 bInI1gIgeda:Is,MISIt.V Jr. pornf oftimIre. hlibFgln1t11rtlS�11gIA' r.!Wa ,I(SI)gtkkdIFISWSKAora,,nd}ngnndpfros.T?IIIfF.ntRfrEi'yATiJiIAFSnIId:PSdnlTnflC4LgNLTNnD131yEntnrWT�fYFEd1,11M,t�fif 4451 St. Lucle Blvd. utnr;lu adnei;renrvad e,edrw ie �a,Ig rl dlr�lr, inl6et Re rnss o-:u�r�gnmisloTne rdlr�Deng,:c e�rn;sslrhn Er.xrdesrldteg. wagr�neen�asn<nt.ed la rna. Fort Pierce, FL 34946 (opyrighl02016A•IRoof hosses•AnthanyT.Tomhoiil.N. Repedurtion of ibis domment, in oayficrnn. is prohibited without the wrinen pennission ficonk-I Roofbasses -Anthony I.lomboIII, P.I. Job Truss Truss Type Qty Ply A0220429 68026 J7P Jack -Open 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Mar 27 14:18:34 2017 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-PMK9BLioQ—UXgUxP4z6ilzoBa8GrCBY5I5mGiyzWje3 1 4-0 4-10-4 7-0-0 1 4-0 4-10-4 2-1-12 Dead Load Defl. = 1/8 in m 0 3x4 = 3x4 = 7-0-0 7-0-0 Plate Offsets (X Y)— [2:0-0-0 0-0-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.20 6-9 >403 360 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC . 0.34 Vert(TL) -0.17 6-9 >497 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20101TPI2007 Matrix -MP Weight: 29 lb FT = 9% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 3) Plates checked fora plus or minus 0 degree WEBS 2x4 SP No.3 rotation about its center. BRACING- 4) This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live Structural wood sheathing directly applied or 6-0-0 oc loads. 5) ' This truss has been designed for a live load of purT BOT CHORD 20.Opsf on the bottom chord in all areas where a ! Rigid ceiling directly applied or 10-0-0 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabilizers and required bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. cross bracing be installed during truss erection, in 7) Provide mechanical connection (by others) of truss accordance with Stabilizer Installation guide. I to bearing plate capable of withstanding 43 Its uplift at joint 4, 749 lb uplift at joint 2 and 561 lb uplift at joint 6. REACTIONS. (lb/size) 4 = 10/Mechanical 2 = 338/0-8-0 (min. 0-1-8) LOAD CASE(S) 6 = 243/Mechanical Standard Max Horz 4 = 360(LC 4) Max Uplift 4 = -43(LC 7) 2 =-749(LC 4) 6 =-561(LC 5) Max Grav 4 = 181(LC 4) 2 = 381(LC 10) 6 = 266(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/515, 3-4=-139/402 BOT CHORD 2-6=-316/198 WEBS 3-6=-299/478 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) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a 'huaaT flesst 3znrps'}ori!a lit 7d IOOEIr$ jSBLY GFrEIIETUAS6G7Fo01oeSO;Si6N{".Jra'Jl(g7K"i76U.s!11'tsm. Ttrfyltsip'xta0n ulnefruts. Ni5nt Niis,fva.ieg(167;u1 Ft Wsrr Limb 11r..Idens,Mild. ne J4ess dunsiu sldel m lle IN,;* rLittutnm.rp�u sldl}t end 6rMicaale Nil lsrTuss ttupoglttnp.e.Sleadn[tpmssSe:eelaaryIDenPrn<dsncs{Su,datpMatiur uynnrg ruptevfngtrat rni®d!5e sltslt fbss lymtl so Ms 10; n15 aAtr;ru. nedttiphunalut,lul.; irns,iftiai7 Anthony T. Tombo 111, P.E. adntd YusTtuthrtcT F+ilr:.p istYem}ndY6pdh-eOna,Lk 7resrsniNtl!tltirn true 6nlriq ue:gercitfierofiddCe ilf.d!II(nlas be11n14e1 mk pl fFFt.1`e:twnd etlk lW ud ur fielimd6tims.iddnisn:ay, s3tga¢shllnu ciirtnt}s4:g 6e@s nc}eesiliEryd w 80083 '. M9.LAt7tenpnnd6nufu. e9 metmrawtSt'Pt nlnt l,a]au sal p.iealias al.nt lamy ienlnutSdth h`waasae;rESfj}cElisld 7ylPl veefllure ntaunl hrst=ud pdaa It;d ltlsmnh ruien0anu ullrtcs ittselrnitisipu, Inns bursa Etpurcd lots uudattrre, wins 4451 St. Lucie Blvd. taierwne [elite[lftftthta eyed ;mitxtdxsh dh:At:Intttd. Iheln sosdp biliaer is A01 b btlfagttsiprc errnss Spl<ahratael nt lriltap Aii c}Rdstdnws aeon dt:aei io l?Id' Fort Pierce, FL 34946 (oppightO2016AdBeef husses-Anthony Mambo III, ?.I. lainciluttion alibis daventessfin any firm, is imobibilad without the waillest pennissiop [feet A4 Rod hosses - Anthony 1. Insole III, F.I. Job Truss Truss Type Qty Ply A0220430 68026 L01G Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Mar 27 14:18:34 2017 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-PMK9BLioQ-UXgUxP4z6ilzo5u8AtCAg515mGiyzWje3 1-4-0 7-0-0 , 8-0-0 , 15-0-0 ___ _, 16-4-0 1-4 00 7-0-0 1-0-0 7-0-0 1-4-0 Dead Load Defl. = 1/16 in 3x6 = 1.5x4 11 3x6 = 1.5x4 II 7-0-0 7-0-0 8-0-0 1-0-0 15-0-0 7-0-0 Plate Offsets (X,Y)- f3:0-2-0,0-2-81(4.0-2-0 0-2-8] 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 0.95 Vert(LL) 0.19 7-14 >957 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.15 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) -0.05 5 n/a n/a BCDL : 10.0 Code FBC2010/TPI2007 Matrix-MSH Weight: 62 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-15 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1178/0-8-0 (min.0-1-8) 5 = 1178/0-8-0 (min.0-1-8) Max Horz 2 = -31(LC 5) Max Uplift 2 = -1794(LC 4) 5 = -1794(LC 5) Max Grav 2 = 1212(LC 27) 5 = 1212(LC 26) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1927/2624,3-4=-1705/2471, 4-5=-1927/2624 BOT CHORD 2-8=-2156/1629, 7-8=-2192/1651, 5-7=-2156/1629 WEBS 3-8=-886/663, 4-7=-886/663 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. 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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1794 lb uplift at joint 2 and 1794 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 271 lb up at 7-0-0, and 362 lb down and 271 lb up at 8-0-0 on top chord, and 562 lb down and 823 lb up at 7-0-0, and 562 lb down and 823 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-46(B)4=,-46(B)8=-502(B)7=-502(B) ESiarxmg•rins!denuyVt mitaIh1d IOCFIN1SSdj SEEIEI'yfMal!IE19S I I950013WS 051011r5J9Et')I[D:J1rU9EQ!rIAm. rttdyirsilapmnnn ud ntdnfawttlfina 'all 1 MISOU)Fedmikll LTF0h0(AiLlmxr SAes1{elereese. Ualea olkrsise SrlatlanAe Ir-0,;* YTrfI-M PIN's Ad ii mFI fIIIIt ICO ktFRIll sf<lmfOislpl EgaFf!((L1..$p!CYh EAPniYj,IEe atl Fn 9h1'IDOIlFrllftl4)9 ufphFt!Ff1a9 pFifalXLlli"y'fFlln:glifptallfllhE'Nial eHlpAYII!Sllphiretf dlplQllmII11OOItle, mda Rol. lleCecpaltasaeob lndagala nb sottYllry Anthony T. Tombo III, P.E. mdnfel:Ownfor any tFOIY11SBClttrFFSlbilimlEr OMFtl,li!OYI!rfPfli,l9llgrtlab9W&I 114Fd:hurs]s,,W1W.W lnL fEe Fipmd dRei0. uieq Mld.c!r:'69 inu. nddiegimZity t;npe.ic!MIY.nFFelhFAsl sleltEe'h agFesW!of t 80063 SF trilEmgOa,Icueel(ntrtx. I;I erate!MbRe tECnintproaas sal gxeFLusdlle Heuy(np9an Sw nhSrn.^.u;I[Yip.t!iflel sylel FNSNi ttAolnsFltx gF4if�Initi'9.f?NlteM1tt9 ds r;pansllilmes Wlq:e, FltHlns96Fugx,ira 0algxhsAaret irmfY¢d:aFM, kfs 4451 St. Lucie Blvd. Ylenitddn!1;9 etemmapedttwinmap4p aUput9s lnshed. lEernss 099p1 E9.{ian is Rol Yt hillmpO,nln9!,s Tres; SplemBS!:Ftt e[ar Lile.F{ IW cpedetllems u,as93eei ie 171-0' Fort Pierce, FL 34946 (opysigh10R016A-1Reaffmsses-Anthony Mambo Ill,P.f. ReplcaInfionalIbisdommenl,inanylo,m.ispi.ohibifedwithoutThewrittenpermissionhamA-lkoafliasses•Anthony1.TomboIll,P.E. Job Truss Truss Type Qty Ply 68026 VO4 Valley 1 1 A0220431 Job Reference (optional) A i moor t russes, Fort Fierce, FL 34u4a, eesignLaltruss.com Kun: 6.UZU s Aug 31 2016 Hnnt: 8.020 s Aug 31 2016 MiTek Industries, Inc, Mon Mar 27 14:18:35 2017 Pagel ID:In 1 EI4n4krFM R5vCX81 ws4z2Ovo-tZuXOhiQBIcOHeWbdgdxgALUgYgxxgOE_I WpEPzWje2 2-0-0 4-0-0 2-0-0 2-0-0 q a 0 2x4 6.00 12 2 3x4 = 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 Matrix-P Weight: 10 lb FT = Q% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 101/3-11-0 (min. 0-1-8) 3 = 10113-11-0 (min. 0-1-8) Max Uplift 1 = -95(LC 4) 3 = -95(LC 4) Max Grav 1 = 120(LC 9) 3 = 120(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; C-C Extedor(2); cantilever left and right exposed ; end vertical 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. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 1 and 95 lb uplift at joint 3. LOAD CASE(S) Standard awrai.M,ersenur+ifu+u.;£e'aa1=7Flt.3SiS;iC!'.1",,ROAr1eMSS10AM'SSWU laftl':fAtiCb(fD:MLMac.in:F. aec�q+Emxdnt6ffH1L+SteO'.Trita:iniepub}(fiYxofIkSt3n11.i+c»et.PE.1>!weneSG+nv's'ear. ipb+t enrn�fisuMaMf.6, aYi etiG+rwn:cr pnrs+SdiN+ulrtt iG lO@nie r?ie srelim WPft;inn r.e, STeadtiG nl nesntaee,ft6r!Pesa+naeuepn;edne ir.'efuml nga+eolrnfma2m;w nrteugadne sngl:Lntia^J,Nmne lCAutq. [Elli tfl•f. IGln��n+rxpxLk+D }tsa wt.+zGdiq Anthony T. TornLro 111, P.E. ai ue e'Hi+inss it u. r.'sgatte isry+as d2rdn+d.m.tk Cem's nnxad+grdr¢: kdlaq irnrn n n,"dw f!h ll 1* R',v-1 3, 1.11ebi ui+ufin1.11," olt! iNW mne8+srdnvrnrs, sV+taghu7nr. hrrye,un:: wulS+ecq sgAeeik mi+ndi::•id t, 80083 ' nrt tig6+urur ra (esaw;. Olt ms ui stbnalaU�ne yr uca gwidet,9t0, lifdnq Gate+'.d,h!dnsnx;3tvti+le9elaq inWSKtae re?+ns:Niu snudfidrr.iRd lelve+nenryaulute+ullan afae Lxs 6s+iga:r,fin+6eFstegorn uernss McMrmn, a'+u 4451 St, Lucie Blvd. cnn*Isel:'-sNk.tGncn etuN ryeabar:aeq it linnn i+n'.K ile f:tt+rx qa Hggenn eul",1,,k<q DW;z'H trn+ Sim �endur l9ol, laapte'a ow... E:fi+te0N. Fort Pierce, FL 34946 Copytigh*2016A-IRoofUasses-Anthony 1.lom6apl;P.E. R(Froduction of This doturneol, ic any tali, is pohibit4d without the witteil;aimissico frann A -I Pool Trusses -Antl T. Isola IlI,F.L JANUARY 17, 2017 a att�m A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, -175 mph, ASCE 7-1.0, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 1 Od x 1.5" ea. end @ BC Q 0 ti ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 'Mwq3kctgre,Ql,u+�»!b'a•i q9f tt7S.f=, �ii!iIt';&rlotttTWtt6[71�vift5Uni9S�?tCrG3;Coy[st'src telr krp wwr.sm!ttauntalM?: ssltnyeRt. �>t{f¢Jlmte'e �fsmt.lanh �0.l.I I¢rtatlb9kkene. Ulnscsn+ut:Yst""f ip;. ph Ydt[nrmrkr,idtsmk>e:ullnaaiDDmnA-.�t.i,I fG4!A Il1'Y,?I;tt.,�t!frnl:t�pbYAM 4d.,.I 7C�Jn}rglas.tno.- d, Fktf:Lnfiiti�MtltOttayrs!vt�y le 64 a.�. oft, milt n6�jdnav,,4ow:-mIVHII.:epeir aiQ.!nms, ue�q uditent.swttiltr Anthony T: Tcmbo III, P.E. adrw a:r itMOM Wwliq Jai "WA. $0033 Da tuldagfintgrvlltsn"Cr den tewe 00atfit tams as;blunane W;'fatln.irt n,im,:2t:-,nwi,ur.ttn to taste:mevtnal!utnrtiladw. ptlltaitM+n)vf.3'diu ml tat ftitmthg.1.1- ptsFbF.adlms Ywaavnan'tis 4451 St, Lucie Blvd,. Ha Fort Pierce, Ft. 34946 nldaghtl!>'*atr�etgw�.rtFrq[y!ate+t�arthed;tsL.stPn.!tfgntcn.Uilktx'a;t0a!�uml.,nfi>hah#a;s+lc,Wa,S.Dtu�cttarztvtAtr�wd.ni��i. (opytig61070176biiaatGaaes•AnthsnyT.itmiohi.P.I. Rep:odm16201hisdateatot.inCRY (trm.isp hi3dedwithwhawtintnpttmimiosfamA.1Eullansas- Whitey LTambo91,RE, TYPICAL HIP / KING JACK CONNECTION STDTI-02 January 17, 2017 I I I , MIAMI-DADE CORNERSET SPECIFICATIONS -- MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach King and End Jacks w/ (1) LSTA12 Twist Strap @ TC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails NOTE: IN ADDITION TO STRAPPING TOENAIL BOTH CHORDS OF CORNER JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10: MANUFACTURER'S RECOMMENDE JACK/CORNER JACK (TYP.) NOTE: CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ Attach King and End Jack w/ (1) HJC26 Hanger on BC. Attach Corner Jacks Y w/ (1) LSTA12 Twist Strap @ TC and BC (Typ) w/ (10) 10d • Nails Min. 'Per Strap - HIP OR KING JACK (TYP.) { - I Adaeq-F;al.nnw;uq rc.e• ae't � l^+D? iln4S'f;sr7'}. (S,4EIvi'EIY} A iCtf?1i:`:tS,ES?u?l::(1;.ei17C1'€tiS4k1?' brs syfersrp eaeFskn W s?�atks atlas Last Cessp'za.iq (iyp; cy tH Rsmsr S.!an5111t t 11Ae!etuSbttpetdvne. €psltUrdreane 1^Geat�hs?D9. a4 �:fi;rpx:R(}It'ti St44 _€4r1 D_r!»ttt?r's551�5:?R(9.}R!l,It(IFL�fLrhL'�M»iltli�f�rprit*lk6!ILtµJX1t€16F �fr'ifiplifl9At��q k3PriYtvi4 rT flM1E��fd: �124vPtiN#fl{SI,&>?��>y".l4>,pld(p$€aydlsJEfSilYgnCIL NPdit, IlRtnSt5S70ti�t, Anthony T. combo III, PE am vB��s ln<IdarSVtpnzs gas¢dsw tl atCwM n„a,naxtgstdaa C+taagmgtd.nka ste+.u.BttaS:.usD: eimslrel kvlsq;s:!±+ttS41.1>agrssaBtte S�dd m.9eYvse Bet Y.ssa+tivsmca; sfvgt,asaMnvaN&diq::xl5v axrtstes!4dry tl ,"-3C033 ' 'ntdu"'.ilYsgn aa[e+cs7n.L ws utcvxMiC9«�pnta;iJl;=adxtdPs l«t aq(sc_ .ss tdd icoamm7(SCprastaenrtll ut?3C1 to rBuratf.0 Sntrx l'�S®7.N1fiNsirtv:n;w:�.`;t..nasA Drcr;R.s SxisDugasr,?rnt Drs;gsCvSasxalt¢sSUmfCaar,ucvss 44$1 S1. Lude Blvd.. avn;ivteeev i,t;scaS{vees qw rvrrilr?t7 al Sams mdere lw. tress Osv)F(yse'vnU;Geia�f.D<s:7�d.alysslS4tn gpctg�at brlt; it ey�sktinrns re {s fGie:lbtR: (4Fre'y61A2(1EA-IRaoT,wti- Re edeafesalthisdam^a.iaagfan,is PeiydedwitlhoThe w:inen ptiffrission (too A•IPoofLasses•Wbo 1• Tomb III! P.L FOeS PiEfCe, FL 339445 FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. 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 FROM THE BRACING OF.THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES F_ 24' O.C. 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN). ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON \ \EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd COMMON WIRE NAILS. 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 OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME 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 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE US80 ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / I- TRUSS URAL TRUSS' RTI In AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. STANDARD PIGGYBACK TRUSS FEBRUARY 17, 2017 STDTL04 CONNECTION DETAIL I I a' I i THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: -"-' ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WINO STANDARDS UNDER ALL A-1 ROOF TRUSSES ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 4451ST.LUCIE BLVD. LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. FORT PIERCE, FL 34946 772409-1010 NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE' BASE TRUSS WITH 3' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d 0.5' 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) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772.409-1010 SE TRUSS OF 10d VALLEY TRUSS (TYPICAL) DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS P 12 SEE DETAIL 'A' BELOW (TYP.) GENERAL SEPCIFICATIONS: STDTL05 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' D.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES GABLE ENO, COMMON TRUSS, OR VALLEY TRUSS GIRDER TRUSS (TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY 17, 2017 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34D46 772-409-1010 SE TRUSS OF 10d I GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. DO 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 DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' D.C. 1' 1 1 II I I II It II II II II II 11 II II II II 11 IIII II I I� II --- I II I -- 1 II 1 -- VALLEY -LLCO (TYPICAL) TRUSS 1 I I I BASE TRUSSES I Ij II II 1 II II II 1` II I 1 II II I I' II II iI ii III II I— ,. (NO SHEATHING) N.T.S. VALLEY TRUSS GABLE ENO, 1MON TRUSS, OR MoncD TDIICC WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. L VALLEY SET FFEBRUARY 17, 2017 I TRUH GH W ND VELOCITY)AIL I STDTL07 ................................. ......... . . A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34W 772-409-1010 ATTACH N TRUSSES WITF WIND DESIGN PER ASCE 7-9B,1 WIND DESIGN PER ASCE 7-10: MAX MEAN ROOF HEIGHT = 30 FI CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREj MAX TOP CHORD TOTAL LOAD = MAX SPACING = 24' O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. -CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) f FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACED 6' O.C. (2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS �f DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-8 3X4 = v 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP -AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD.' ATTACH TO VERTICAL GABLE STUDS'WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 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 0.131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES 1/3 PDINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5 6-11 6.6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 5.4-12 8-1-2 2X4 SP #2 12" O.C. 3.10-15 5-6-11 6.6-11 11-8-14 2X4 SP #2 .16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 1 3-1-4 1 3-11-3 1 6.2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH lOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. 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. ROOF SHEATHING NAILS SOd TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL m FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTL09 WITH 2X BRACE ONLY J NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING r= 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 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34W 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / 'I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING k \k � BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING -' WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 ]-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS .A FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG ''STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. C NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED 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 BELDW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772409-1010 BOTTOM CHORD OF'THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 7). ATTACH TO VERTICAL WITH (N IBLS (0.1313) IXX 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) 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' - STRONGBACK (TYPICAL 0' WALL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO - SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 z 0 J .135 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 .128 74.2 67.9 58.9 57.6 50.3 0 Z 0 J .131 75.9 69.5 60.3 59.0 51.1 in .14B 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30° TO 60° 45.00° ANGLE MAY VARY FROM 30° TO 60° STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES DNLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60° 1 45.00' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 �. _. ..........._.............__......... -._....._� .135 60 48 33 30 20 FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 TYP 2x2 NAILER ATTACHMENT I STDTL13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 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 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 iaxq • fHan �'.e:r¢yX}un. At'lf t?.} itg31ES �� El? SitllsE 7E1Y41 iygl[!;:n�.1R319Y'Vrtit? L`iUP.yR�.11}51'ka in?rluiy}aexa!et as/!nlas4f neni Inn gays Gawpii:Pt W w {ante/! EtxN ii, fE.Ifrynxt StanlKxant. GLsf lfprytft uetelntu e81, wY I.1fi,xxnM}krot.trliar:elis v'O0b1r,a:A Eta!mt:fiP}*i+n,+a.. tlawh}a,awt.ha:n[um};Arap+twtmxrtpmaY. hr la!+atws'nyuseip ntianRSt}4�w/a+rp,i n+safa tt / h'0.rnit.aW lhi.ib /+uptltmi�nt.iM.�4W.an xc'rlda MU1eny T. To Wo 111, P.E. C/r.tMf lrxlf¢tu}txi3'q lt�eut=pfk7�',ri't 6rn, n19•adlxwtyn of Rxlf PDN+t,xrn 16l IL�tK a'IG ¢Ix4al.tE1N!fl I, !at ayptnlght t:6W4R, E,+4rt dR, ,4,idx,kmilay th�t11.41tgfaget4lraay iMll/a!AtY•PtlVIt1}f1 .$. 80083 ha lailny gr.�++r al:ainreu m but xcnwlgbemwymtun W, 1 Rkmi 1can5dM.}Id r"m /i4 pai tklb liW SL'A .e•exaf bt lewa plya.e initK +Mnstem:alGn WkGe:d!xU>u 6tvyn.Orn:tPy lai'.fu Wlirn NtMx1wn.nlnt .qa.;u taun ti e:at.x:pet+pe a u�ey H w p.!+n aNpl. M heft OusmEalhnnc RGt na ta!my;uuyxt,a .oa S,t4a.ga,e iln} ymLp. bl nptzeuanf of ottt.W a In1 4451 S[. Lucie Nlvd. Fern Pierce, FL 34946 f.Pydgb1,C 2016A4 Rol4ntses Anfbony T. 1.4. III. P.1. R1F1.dW!- d Ail dll=nf, m e.y I—, kP,m biud.nboof the xnne.Pe:mittim.11-A•1 RWI1taf<.i- A.1beq 1. lamb. HL P.E. a FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 T72-409-1010 . " o TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 15%' LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980. 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 * DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 7). 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 ENO 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 •10d NAILS NEARSIDE + 10d NAILS FAR SIDE a BREAK X' MIN 6' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE,BLVD. FORT PIERCE. FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: i 40-10-0-10 DURATION FACTOR: 1.15 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 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC 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 400 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 N J rr�i, j IAI�S A-1 ROOF A0 TRUSSIES , A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to,the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses', and 'SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) - All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer.' 5) Unless specified, roof trusses are not designed for, any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort PierceJL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com US STRUCTURAL CONNECit' RS" A Mirak' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP 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) - lOd (Joist) 11- 0510.01, RR 25779 - — LUS24 670 765 825 490 - _ - _ _ _ (4) - 10d (Header) (2) -10d (Joist) T2 JUS26 1881, 8S0 975 1060 1115 (4) - lOd (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - - _ _ (4) -10d (Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 - (22) -10d (Face - Face Max Nailing) FL822.36, (6) - 10d (Face - Top Max Nailing) 08- (6) -10d (Joist - Face Max Nailing) 0303.06, (6) - 10d (Joist - Top Max Nailing) RR 25836 (4) - 10d (Top -Top Max Nailing) 13116-R 7HA422 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) -10d (Face) (4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) -16d (Face) FL13285.35, (12) - lOd x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - _ - (11) -10d x 1-1/2 (Carried Member) (21) -10d x 1-112 (Carried Member. Max Nailing) (20) -16d x 1-112 (Carrying Member) (20) -16d x 1-112 (Carrying Member- Max Nailing) i6�, 0 U S P STRUCTURAL CONNECTORS' A M ak' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF HOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 - - - - (14) -16d (Face) (6) -16d (Joist) HTU26-2 2940 3340 3600 2175 - - - - _ (20) -10d (Carried Member- Max Nailing) (20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) - 16d (Face) FL13285.35, (16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2I40 - - - _ (26)-10dx 1-112(Carried Member -Max Nailing) (26) -16d (Carrying Member -Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) - 16d (Face) FL13285.35, (16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - - _ (22) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - - _ (26)- 10d(Carried Member -Max Nailing) (26) -16d (Carrying Member -Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - - - (I4) -16d (Face) (6) -16d (Joist) S STRUCTURAL CONNECTORS' A MiTck' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - (28) - 16d (Face) FL13285.35, (16) - 10d (Joist) 06- 0921.05, RR 25843 13116rR HHUS48 4210 4770 5140 2000 - _ _ _ _ (22) -16d (Face) (8)-16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 - (20) -16d (Face) FL821.75, (8) - lOd (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - _ _ _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 - (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 - _ _ _ _ (20) -16d (Face) (8) -15d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 - (36) -16d (Face) FL821.77, (10) - 16d (Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - _ (36) -16d (Face) (12)-16d(Jolst) T13 THDH28-3 1881, 6770 7785 8025 2665 - (36) -16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - _ _ _ (36) _ 16d (Face) (12) -16d (Joist) S-r Alf yr USP STRUCTURAL CONNECTOW A MiTek` Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4) -10d (Header) (4) - IOd (Header) - T1 JUS24 LUS24 (2) -10d (Joist) (2) -10d (Joist) (4) -10d (Header) (4) - lod (Header) - T2 JUS26 LUS26 (4) -10d (Joist) (4) - lod (Joist) (22) - lod (Face - Face Max Nailing) (6) -16d (Carried Member- Face Mount) (6) -10d (Face -Top Max Nailing) (6) -16d (Carried Member -Top Flange) - T3 MSH422 (6) - lod (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) -10d (Joist - Top Max Nailing) (2) -16d (Face - Top Flange) (4) -10d (Top - Top Max Nailing) (4) -16d (Top - Top Flange) (11) -10d x 1-112 (Carried Member) (18) -16d (Face) (12) - 10d x 1-1/2 (Joist) (10) -10d x 1-112 (Carried Member- Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (10) -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) - lod x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member- Max Nailing) (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2 (16) -10d (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 THD48 HHUS48 (16) -10d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - Tll THDH26-3 HGUS26-3 (8) - 16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGU528-2 (10) -16d (Joist) (12) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T13 THDH28-3 HGU528-3 (10) -16d (Joist) (12) -16d (Joist) t:L. USP STRUCTURAL. CONNECTORS" A MiTek' Company xw i$,71 1-7 x A as \ JUS24 JUS26 MSH422 fi{f sa '�Ag%fir ii t ,tl' r ' {¢ a � _ x is .�• THD26 THD26-2 THD28 bJ � �F., j� fad f ,. §i} Y' x 'r'� td✓ ku ' f ti R THD28-2 TH D46 TH D H 26-2 s �lCo a y {}7}7}7((( � ( � � �•P�" ' �y `'d' � ###� �!/N (,�s'�� TH DH26-3 TH DH28-2 TH DH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@aItruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS! User. Ene tm rt`c f ALT1:.10VED BEARING:60NDIMON: Draw i rim heat=cn cfbeadng, and Fie exact iocatit3n cf tF,Areak p,.cucdr: ditiW inn aspezde ' 4X6 11�-x3'Il 3x3 = FP="'-3x3'.11 1 2. 3. 4 6 4. r.r a r Ml SSING,I,DAPr1AG ED.Pt.ATES.' Gircta.platk thatt needs 3x4 1.5x4 i t 1 5x4. I' 22` 21 20 19 a 18 17 1.5x4 II 3x6 1.5x4 I1 1.5x4 it it<3x6 = 3x6 •FP= MEi� BER:SPUT`. aenc�t6 4xa�i locat € h bf Spri aM: ,;provide an appiirtiate'[e iatil: G.IRIECE.:dffner [ btet�s; r�afitt�r ttta 3x4'% sectton missing; .- 3x6 5. 5x4 ��. 3 g: 14 TRIWS rAdb(FfcA n6m--' piss is`oo long! sherri; trj.and be.; detrade f is pa�sc i;e ri prgViC sne �rrieiisic�tcsas neeieil:: w , .a3. .. _.. 5x6. 10, 11� 12 16 15 14, 7112," 3x4. 3x3 = 44 = T 0 Lt?T�3 G t €; ,t BRERlS list a lit Eifo note I z the exact location caf. thn,braaK 3x4;: M StNG 1 DAM;AGED PLATES 7 ) tired: piatL61fid:n6dds.ad�ressed U.