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1e6o2- o jjq Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A pLORIDA CORPORATION RE: Job 71381 �(��A-1 Roof. Trusses ��4451 St Lucie Blvd �a �����®L�1 Fort Pierce, FL 34946 Site Information: l� Customer Info: L&C CONSTRUCTION INC. Project Name: GRUBER Lot/Block: Model: Address: LOT 490 HOLIDAY OUT, JENSEN BEACH, FVdivision: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the buildini. Nat ie: License #: / Address: • / City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes -79 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 A0009490 A01 3/7/18 13 A0009502 CJ2A 3/7/18 25 A0009514 / CAR 3/7118 2 A0009491 A01A 3l7/18 14 A0009503 CA 3/7/18 26 A0009515 FG01 3/7/18 3 A0009492 A01 G 3/7/18 15 A0009504 CJ3A 3/7/18 27 A0009516 FG02 3/7118 4 A0009493 A01G1 3/7/18 16 A0009505 CJ3R 317/18 28 A0009517 FG04 3/7118 5 A0009494 A02 3/7/18 17 A0009506 CAA 317118 29 A0009518 FG05 317/18 6 A0009495 A02A 3/7/18 18 A0009507 CJ5 3/7/18 30 A00095 9 FG06 3/7/18 7 Y A0009496 A03 3/7/18 19 A0009508 CJ5A 317/18 31 A0009820 FG07 317/18 8 A0009497 CA 317/18 20 A0009509 CJ5R 3/7118 32 A0009521 FL01 3/7/18 9 A0009498 CJ11R 3/7/18 21 A0009510 CH 3/7/18 33 A0009522. FL02 3/7/18 10 .10009499 CJ13 3/718 22 A0009511 CRR 3/7118 34 A0009523 FL03 317/18 11 A0009500 CAA 317/18 23 A0009512 CA 3/7/18 35 A0009524 FL04 3/7/18 12 A0009501 CAR 3/7/18 24 A0009513 CJ9A 317118 36 A0009525 FL05 3/7/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided. byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. 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 iw :. building designer, perANS1/TPl-1 Sec. 2. e. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the 'Structural er'. r construction documents (also referred to at times as Engineering Documents indicating of the provided by the Building Designer the nature and character work.411, PE Roof The design criteria therein have been transferred to Anthony Tombo III by [Al Trusses location]. These TDDs to times 'Structural Digltallysigned by or specific (also referred at as /�� 9 9 � P tY P 9 Y Pfi�Gi�IOI'1)ITombo, Engineering Documents are specialty structural component designs and may be .M _�•°� ON: S st Florida, • �•••*�� projects deferred or phased submittals. As a Truss Design Engineer (i.e., Special Engineer), the seal here and on the TDD represents an acceptance of professional To m bo Pierce; o=Whole Rouse Engineering, cn=AnthonyT; Tomb., IR, engineering responsibility for the design of the single Truss depicted on the TDD only. The j email=Anthonylombo,"herSERIAL - Building Designer is responsible for and shall coordinate and review the TDDs for II II eineedrib net A2 2100 011o0 00 4C 12 87 of compatibility with their written engineering requirements. Please review all TDDs aHJ all Anth9DtQ�omVA0' related notes. File Co Ti Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. x .A4*MTRU!9!9ES A FLORIDA CORPORATION RE: Job 71381 No. Seal # Truss Name Date. 37 A0009526 FL06 317118 38 A0009527 FL07 3/7/18 39 A0009528 FL08 317/18 40 A0009529 FL09 3/7/18 41 A0009530 FL10 3(7/18 42 A0009531 FL13 3/7118 43 A0009532 FL14 3(7118 44 A0009533 FL15 3l7/18- 45 A0009534 FL16 317118 46 A0009535 FL17 317/18 47 A0009536 FL18 317118 48 A0009537 FL19 317/18 49 A0009538 FL20 3/7/18 50 A0009539 FL21 3/7/18 51 A0009540 FL23 317/18 52 A0009541 HJC 317/18 53 A0009542 HJCR 3l7/18 54 A0009543 HJT 317/18 55 A0009544 HJTA 3/7/18 56 STDL01 STD. DETAIL 317/18 57 STDL02 STD. DETAIL 3/7/18 58 STDL03 STD. DETAIL 317/18 59 STDL04 STD. DETAIL 317118 60, STDL05 STD. DETAIL 3/7/% 61 STDL06 STD. DETAIL 317/18 62 STDL07 STD. DETAIL 3/7/18 63 STDL08 STD. DETAIL Y//18 64 STDL09 STD. DETAIL 3/7/18 65 STDL10 STD. DETAIL 317/18 66 STDL11 STD. DETAIL 317/18 67 STDL12 STD. DETAIL 3/7118 68 STDL13 STD. DETAIL 3/7118 69 STDL14 STD. DETAIL 317118 70 STDL15 STD. DETAIL 317/18 71 STDL16 STD. DETAIL 317/18 I w Page 2 of 2 Job Truss Truss Type Qty Ply A0009490 71381 A01 ROOF SPECIAL 1 1 } Job Reference (optional Al rcoor trusses, rorl rierce, rL .ratV+o, ueslynLd 1 u V35.W1II -1. 0. ILV J 1-v - 4u' 1 ".1- U. 14U_ _ - - - -- --_ --. -. _-. - --- -----.._.. - •- - •- L1-11 2-8-5 7x10 MT20HS= 4'.00 12 4 2.00 12 2.00112 4-2-2 21 Dead Load Defl. = 1/4 in 5x6 = 3x8 // 8-7-3 8- -1 12-9-5 16-8 13 21-5-4 8-7-3 0- -14 4-1-4 3-11-8 4-8-7 Plate Offsets (X Y)- [2.1-4-8 0-1-8] [2:0-6-3 0-3-0] [4:0-5-0 0-0-11] [6:0-4-11 1-4-8] [6:0-0-7 0-2-8] [7:0-3-0,0-2-121,[8:0-3-0,0-3-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.44 7 >586 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.53 7-8 >481 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 103 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP 240OF 2.0E T3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-0-0 BRACING - TOP CHORD SAuctural wood sheathing directly applied or 3-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. iTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1056/0-7-4 (min. 0-1-8) 6 = 948/0-8-0 (min. 0-1-8) Max Horz 2 = 99(LC 8) Max Uplift 2 = -597(LC 8) 6 = -533(LC 9) Max Grav 2 = 1056(LC 1) 6 = 948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-984/747, 3-4=-2948/3114, 4-5=-2864/3048, 5-6=-2919/3057 BOT CHORD 2-8=-2769/2760, 7-8=-2767/2767, 6-7=-2771 /2736 WEBS 4-8=-681/868, 5-7=0/277 NOTES- 1) Unbalanced roof live loads have been considered ,2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 I he bottom chord and any other members. 6) Bearing atjoint(s) 2, 6 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 597 lb uplift at joint 2 and 533 lb uplift at joint 6. LOAD CASE(S) Standard rcEmn • rbeudueegHgrede,rix'aa toc= nsss fuuui, stank r[tus a TnaanDts eueTon(nra•;.(IY[P'WiiMFMi' Ixm inGg sedge graeriehn ed re:s sties xt7islxss Des�Dre+gylRv;He Ike AdlxYl. teall C!, rE IdHexe glxl ksbre xe- Udx: dlH+be udd eetleTOD,xIp Anthony T. Tombo Ill, P.E. tI1TEtit¢E'.h1g![essldl'niteefifl&IDDble edd.lslTxss DMlge kldxH{I.e.sFeauCr,.a�aH;,aullxxrmorKretarsrcHHpanednErrs:lxdE%xemy Hsr:.asant; ne tEs:retoe sa:mssaer!ndxnemoxtr,adHrxt r�aes!�+mnn�ilu.ledarcx6nx;, sredliry email ,Nests'xytdlebsisliesalwtinydieD-A. egetleihtdleiegDesign',9k8me."eklUltr,llely9lthled I.Tg1.1EEzdr.+.g.7letrrxetidik,lDD11♦xrhelletedd4Txis.bdetiul a SaiegF,ledla111xeleixflgtS)lik!h_x!r%A )'Tfid <' 80083 ' ut:eagDesex,Idfis�u.axxssevn�tt,tDDetlegrmasasg.n�nlsekmtamegra�gxdsdrrfiT,meetcgdu:krasrrnxasruxexkHe�e�Hgxexlaa>at Traasxsa_ng Bane: a:isde:T:xsoeHgeH:T:KSDegae Hmamt:►„ne�:H,aese 4451St. Lucie Blvd. c'leeviu eslied lye Gt¢d epedagev brmhq gg di gulz lnrdeel Toerxss Cop lafa H islGr to 14417sgten blitur dor 5etl4 Fort Pierce, FL 34946 (opyrighl(02016A-1Roethusses-AnibonyT.TomboIII, P.f.Reproduction Di is document, inmylorms,ispiohihitedwithcutthewrinenpermission homA-]Roof Trusses -AnthnyT.Tom6o111,P.L Job Truss Truss Type I Qty Ply 71381 AO1A ROOF SPECIAL 1 1 AO009491 Job Reference (optional) reaYu, u- 91nwn r uuaa.wne mull; 0.1/us IVOv lz zu i / YnnC o."Izu s Nov lz zul / MI I eK me ustnes, Inc. Thu Mar 8 09:18:16 2018 Pige 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-ORX5JC6g2eX_DV6fBA4OhlYQ8DctO2Kk?KSm6Hzd 1 xI 1-0-1 4-5-1 8-7-3 12-9-5 16-11-8 %5=4 1-0-1 4-2-2 4-2-2 4-2-3 4-5-12 2.00 12 4x8 = Dead Load Defl. = 1/4 in 3x4 = 6 4.00 12 5x6 \\ 5 4 3x6 3 2 7 N 9 8 I� x8 = 5x6 = 5x6 = 4x10 II 1.00 12 _ 6x6 = 2.00 12 3x8 II 4-7-11 12-8-7 21-5 4 4-7 1 8-0-12 8-8-13 Plate Offsets (X,Y)- j2:0-6-15,0-2-61 [7:0-4-11 1-4-01 [7:0-0-8 0-3-01 [8:0-1-12 0-3-81 [9.0-3-0 0-0-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.31 8-9 >826 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.41 8-9 >633 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.38 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix, MS Weight: 108 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-10-9 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 = 1056/0-7-4 (min. 0-1-8) 7 = 948/0-8-0 (min. 0-1-8) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd 132mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18k MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chod live load nonconcurrent with any other live I ads. 4) • This tniss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectanglel3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing slurface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 lb uplift at joint 2 and 476 lb uplift at joint 7. :a 14 :/ Max Horz 2 = 99(LC 16) Max Uplift LOAD CASE(S) 2 =-658(LC 8) Standard 7 =-476(LC 9) Max Grav 2 = 1056(LC 1) 7 = 948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1021/1052, 3-4=2862/2971, 4-5=-2811/2955, 5-6=-2843/3039, 6-7=-2927/3046 BOT CHORD 2-9=-2668/2647, 8-9=-3393/3178, 7-8=-2710/2742 WEBS 4-9=-240/368, 5-8=-593/704, 6-8=-902/1015, 5-9=539f167 NOTES- 1) 1 Inhnlanrr r1 rnnf lives Inneic haves hPgn rnncidP.rarl 6'rug-rleese tlEreorHprn!entse'41IDCFIIDSSB{'SEt1Er'16[6ilt[IfIHSd(PfifID9Sf7ADNj El9sl j:CtlCPLq'GNEMi 6sz ierAp deslpruEnrJendn�enfnsot�sLns Uesin 8!niy(IGi;eri ltt lekurl.TealsDi,TEldnese R:ftts.'xe est. Udess gtxr!st aeelntleTDD,sa'p WTe4o.ertir p!E!es 021h esedfultt TOO 1.h,shf. AsoTins Desire Fsrine(L!,Spemllp Fepn!r;,tle snhs nplDDre}nsesss sent, s114 poL•ulesd eMkElt6r r!sp11SI41inpd.r M. dn�catf Ae sa trnssdlp:nld.lnelDDa!p;edu W4t. ik des yl nuopan,ud:.ro.dmns,sm.li!n} '. Anthony. Tombo III P.E. y cJ ase.lt4is irastfereg lei!tisg is slerzspnlibiirydHeOneelte Orutse !i.d eaal.rsle lEilliy On!rnr,a hsntserftell at !.I'll lite VfntdeaM. Tie grnn! dike mD ed rTr tau me.16,Teri.iiMlIsm414orge, irsfeldln wad L.rar sJAN De rmVAsy.:hd ' It1T.I1jDE3§!d!EtE(td.'e;!I!.d!ifieSnigiieMITDDEEdIlrtWhlSt8ir4d`�i1:51d11!rlllllg(enrnMSl(t1JFJ:1:'SEMI,plHaEM4rTiPiAGOeleFJlus.faresen!rl.n_7t.Ih5n;iensrEni459!eSuEb!inE4:lussDesirEer,Less)esirnr/p>•uwdhessMnetsae!er,aiss ` �80083 etEreise lefedlpe04:merndsrs. isarifiq iydlrart:etimehei lktTnss Cerra Earisur is NOT 44 ra da7Cesjzer.iTms SIV.blister €my 1,41ap. Al!sq-2Ka:os rem terdd lain 1. 4451 St. Lucie Blvd. (opyeighl © 2016 A -I limlirosses-Whany 1. Tombo lll, P.E. ReproduRraa alibis dumuss, in any briipt,is prohibited Ohm tht wkea pnsmission hom A -I ReDITtesses-AnthoayL Tombo III, P.I. FOrt Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009492 71381 A01G ROOF SPECIAL GIRDER 1 � Y Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:17 2018 3-10-7 7-5-5 11-1 5x10 MT20H5= 2.00112 5-1-7 Dead Load Defl. = 5116 in 4.uu11z 3 9 0 5x8 = 4 1 1.5x4 11 W1 2 2 5 3 8x10 = 4 6 7 2 12 25 10x14 = 3x6 11 26 27 J 4x6 28 29 8 „ 11 10 9 4x8 = 2.00 F12 1.00 Ll2 8x8 = Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 1.8E *Except* B3: 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W1,W2: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. REACTIONS. (lb/size) 2 = 2062/0-7-4 (min. 0-1-8) 7 = 159610-8-0 (min. 0-1-8) Mix Horz 2 = 96(L'C 23) Max Uplift 2 = 1992(LC 4) 7 =-1407(LC 5) Max Grav 2 = 2062(LC 1) 7 = 1596(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7003/6997, 3-19=-7818/8099, 19-20=-7834/8096, 4-20=-7871/8113, 4-21=-6494/6068, 21-22=-6514/6074, 5-22=-6534/6078, 5-23=-6525/6041, 23-24=-6526/6039, 6-24=-6564/6035, 6-7=-6480/5958 BOT CHORD 2-12=-6552/6581,11-12=-7525/7485, 11-25=-8753/9107, 10-25=-8754/9099, 10-26=-8894/9277, 26-27=-8894/9269, 9-27=-8893/9268, 9-28=-5857/6406, 28-29=5857/6403, 8-29=-5858/6400, 7-8=-5793/6325 WEBS 3-11=-4127/3809, 3-12=-807/957, 4-10=-587/760, 4-9=-2958/3219, 5-9=-285/286, 4-11 =-1 4361955 11-1-12 15-10 3-6-10 -5,0-1-121,[7:0-4-0,0-5-11,[8:0-0-10,0-3-91,[12:0-7-0,0-6A CSI. DEFL. in (loc) I/deft Ud TC 0.94 Vert(LL) 0.69 9-10 >373 360 BC 0.87 Vert(CT) -0.58 9-10 >441 240 WB 0.48 Horz(CT) -0.20 7 n/a n/a Matrix -MS NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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 atjoint(s) 2, 7 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 1992 lb.uplift at joint 2 and 1407 lb uplift at joint 7. PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 243 Ib FT = 10% 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 24 lb up at 7-9-14, 147 lb down and 195 lb up at 10-1-10, 102 lb down and 140 lb up at 12-5-7, 79 lb down and 106 lb up at 14-9-2,.48 lb down and 53 lb up at 17-0-14, and 30 lb down and 30 lb up at 194-9, and 32 lb down and 32 lb up at 20-5-0 on top chord, and 1389 lb down and 1982 lb up at 7-7-2, 62 lb down and 24 lb up at 10-1-10, 38 lb down and 31 lb up at 12-5-7, 21 Ib down and 18 lb up at 14-9-2, 10 lb down and 12 lb up at 17-0-14, and 11 lb down and 5 lb up at 194-9, and 1 lb down and 9 lb up at 204-15 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=-70, 3-6=-70, 6-7=-70, 11-13=-20, 8-11=-20, 8-16=-20 Concentrated Loads (lb) Vert: 11=-1389(F) 18=-1(F) 20=-101(F) 21=-52(F) 22=-21(F) 25=-45(F) 26=-34(F) 27=-14(F)28=-l(F) 29=4(F) sHmn � nrr:rnHrrlbr mi+r+u'Ad 170E 117558 ('S(Ltflj, filS3i(IEUIS E [OfTiiIG6S C190M1 XT9'j t(Ctl0'&truSdElli lHz TerAr ledp ruFa!Itn tsdteAtatss pld.iress 9esp 0iniy{IL"r; tg R+4riurT. io-slt C4 rEldnext5lrstkare rr. gdtss dtxr.ise ddd FEtlrTOD,:sy N1TFYtxeF(hfri!eSs1111!e eitifittlel]Oliie rdiL Aftltrsf Desigrll�aHp.l.Sgrotnl r)[AMetr03 ud rlltj!UOnrltittlSRtfQpn;ldlbtrtd:itlltdln2H�t9frtllttilil1f 11F etSj:dlh lBptTrlSt lrr:nelFetlelDD at¢,rarnTl4!. ikfespsmmpiFn.ltdxrtndnmsmdilry Anthony T. Tombo III, P.E. Han d2sis O!.11dI1e5 tske eeslnt 14dra 0.11LIh0-ISIisxetl t;.dr:lie 10161 Onigrer,are talons dli ll,Vllvilla lttd Wfxg Pit adMI. lit F psi! d lh IN WFnfideInd fir Tnss.W01 errs s!Fiat" With'. rdk" tiilih IS., M!1304.hd : 80083 ' Ik1s::fal8ts!FrJftCtM!.LiMIS all Motfla11halleI'Maestolgnldo.sdlbhacts(MpwdS."lit;n9inR(SfldlukltyTM eStU.Mut! 11.puntlpl—lrFlkhat3:mpnsY:it�nridd^.�dt.LnsOesipc,l!rss0esrnJl�tresfllnsYru/raiH,a'ess 4451 St. Lucie Blvd. t#Heise l�iFtllre6d:Nrged amfix ti irdlrtrt:ts its¢Lei TieTnis Cerra Er9iFHIkr01141a leg gnigsH,HTns grsha Gprsndalbalfi>f. AIIa1 Lnrdteros tress 0ef nel lolrl 1. Fort Pierce, FL 34946 (opyrighi02016A-I Roof Lasses-AmhonyI.TomboIII,P.E. Reproduoionofthis domment,inany forn,isprobibitedwithout The written pumissionhem A4Reollrusses-AnthonyLTombo111,P.E. Job Truss Truss Type pty Ply 71381 A01G1 ROOF SPECIAL GIRDER 1 2 A0009493 Job Reference o tional uaa'y,ttwa ruuab.wsEr Run. o.lrzu s rvov iz zu i i rnnT: esAzu s NOV 12 Zu1 y Mi IeK Tndustnes, Inc. Thu Mar 8 09:18:18 2018 Pyge 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-ypfrku84ZGniSpG11b6smAdk5lEsswLOTextB9zdlxJ .► 3-1-10 3-7-5 Dead Load Dell. = 5/16 in 2.00112 5x10 MT20HS= 4x8 2 2 6 4.00 12 .5x4 II 5 10x14 = 4 W W6 2 1 2 27 2 7 28 29 8 � 0 N 3x6 11 f 125 26 2 4x6 — 10x14 = I� ' 11 10 9 1.00 12 4x8= 2.00 12 . 1 4-15 5-6-6 10-2-12 13-9-6 17-6-7 21-5-4 1 4-15 4-1-8 4-8-6 3-6-9 3-9-2 3-10-13 Plate Offsets (X,Y)-- [2:0-5-5,0-0-101 3:0-6-2 Edge] [3:0-0-6 0-1-i121 [8:0-3-10 0-0-71 [9.0-7-0 0-6-4] [12.0-0-12 0-3-91 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.66 10-11 >393 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC �1.00 Vert(CT) -0.59 10-11 >438 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(CT) -0.19 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatrixlMS Weight: 240 Ib FT = 10%a LUMBER - TOP CHORD 2x4 SP No.2 `Except' NOTES- T2: 2x4 SP M 30 10 Hanger(s)or other connection devices shall ) ( ) GOT CHORD 2x8 SP 240OF 1.8E `Except` 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: be provided sufficient to support concentrated load(s) 213 lb B1: 2x8 SP No.2 down and 173 lb up at 0-11-8, 30 WEBS 2x4 SP No.3 *Except* Top chord connected as follows: 2x4 - 1 row at lb down and 30 lb up at 1-11-15, 48 lb down and W6,W5: 2x8 SP No.2 0-9-0 oc. 53 lb up at 4-3-10, 79 lb down and 106 lb up at BRACING- Bottom chords connected as follows: 2x8 - 2 rows 6-7-5, 102 lb down and 140 lb up at 8-11-1, and TOP CHORD Structural wood sheathing directly applied or 3-9-10 staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 147 lb down and 195 lb up at 11-2-14, and 30 lb down and 24 lb up at 13-6-9 on top chord, and 25 oc purlins. oc, 2x8 - 2 }ows staggered at 0-9-0 oc. lb down and 42 lb up at 0-11-8, 11 lb down and 5 BOT CHORD 2) All Ioadslll are considered equally applied to all plies, except if noted as front (F) or back (B) face lb up at 1-11-15, 10 lb down and 12 lb up at 4-3-10, 21 lb down 18 Rigid ceiling directly applied or 6-10-1 oc bracing. and lb up at 6-7-5, 38 lb in the LOAD CASE(S) section. Ply to ply down and 31 lb up at 8-11-1; and 62 lb down and REACTIONS. (lb/size) connections have been provided to distribute only loads notes as (F) or (B), unless 24 lb up at 11-2-14, and 1501 lb down and 1850 lb 2 = 161810-7-4 (min. 0-1-8) otherwise indicated. up at 13-9-6 on bottom chord. The design/selection of such connection device(s) is 7 = 2046/0-8-0 (min. 0-1-8) Max Horz 3) Unbalanced roof live loads have been considered for this design. the responsibility of others. 2 = 88(LC 38) Max Uplift 4) Wind: ASCE 7-10; Vult=170mph (3-second 2 =-1371(LC 4) gust) Vasd T 132mph; TCDL=5.Opsf; LOAD CASE(S) 7 =-1791(LC 5) Max Grav BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18'. MWFRS (envelope); cantilever left Standard 1) Dead + Roof Live (balanced): Lumber 2 = 1618(LC 1) and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 DOL=1.60 Increase=1.25, Plate Increase--'1.25 Uniform Loads 7 = 2046(LC 1) plate grip 5) All plates are MT20 plates unless otherwise (plf) Vert: 1-3=-70, 3-6=-70; 6-7=-70, 12-13=-20, FORCES. (lb) indicated. I 9-12=-20, 9-16=-20 Max. Comp./Max. Ten. -All forces 250 (lb) or less 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any Concentrated Loads (lb) Vert: 9=-1 501 (B) 14=74(B) 15=31(B) 21=-21(B) except when shown. TOP CHORD i other live loads. 22=-52(B) 23=-101(B) 25=4(B) 26=-1(4) 2-3=-6978/6012, 3-19=-7065/6088, 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where 27=-14(B) 28=-34(B) 29=-45(B) 19-20=-7027/6092, 20-21=-7020/6096, 4-21=-6997/6090, 4-22=-7023/6131, a rectangle I3-6-0 tall by 2-0-0 wide will fit between 5-22=-6997/6123, 5-23=-8293/7813, the bottom chord and any other members. 23-24=-8264/7796, 6-24=-8244/7800, 8) Bearing at joint(s) 2, 7 considers parallel to grain value bsing ANSI/TPI 1 angle to grain 6-7=-7362/6725 formula. Building designer should verify capacity BOT CHORD of bearing surface. 2-12=-5909/6817, 12-25=-5968/6891, 25-26=-5966/6895, 9) Provide mechanical connection (by others) of 26-27=-5965/6899, 11-27=-5965/6901, 11-28=-8544/9537, truss to bearing plate capable of withstanding 10-28=-8544/9544, 10-29=-8370/9328, 1371 lb uplift at joint 2 and 1791 lb uplift at joint 7. 9-29=-8369/9336, 8-9=-7293/7890, 7-8=-6292/6927 WEBS 4-11=-302/297, 5-11=-2790/2771, 5-10=-731/923, 5-9=-1235/817, 6-9=-3997/4052, 6-8=-905/980 <.j trven.?km0—jilymH.ot•asuD(IrzsrmtwrMax lMa(DA"rnch7osioNtoyaja.Cu advarImTearyfislpyaevuenesawelsest5aIMmsae5yaornyy(rt4;rdrtsamt.1T.Tmba,ItItlttemeutms4eKe.uaEsnnEnlSeandeEaeTou.�y Yjieksncemrp!messhEltMasedhs Me iDD lakrdiL aSaTrass Desge FEyis.ss(I.e, Spadey Gpceert.tlewrl EEegroo njeKmSteaup uElDt polesdosd rrg!eenry resjn5nllatforIle dKijiEta. sloeTmsdtjEtel mare TDD Wye ruT?1-1. dtspKSrnpuK.lstdxjEKdnK;, ssnddrT ony AnthT. Tombo III P.E. end medth6 TSan&uj ldldiEg isShmjxSililitJdtseOnea ae O.v/st3;a:aEd Egemusle ldidiry OKijt.:,ask rEihrtdta l0.f,tieM(adt6e bcdsa'dg sale erlly41.11eteTmytdlle iDD nil n.fiell KetffieTnss.udtCegeErlru4.nreye, IEshlidiea dllSdsg sediMl!�re5ytadY:!iyd t 80083 ' IyeCalfi.fees:g.tEdfEaBeMt.Lin.assdessulLeTDDeEllseptfees®dpiltlnKdSeeGtleiey(e¢Tcattlsd11MM, nib(SI;pHISEed�T71ead56tArte:elmete7fEtpemlpAatt.RYleteE53trespan:!�nesecddsKdtla7msAdpK,Ttnsee5!p6giatncee(nKVratutrn,e.:eK 44515t.LuCleBlvd. E3E�dp ddllEd Ira(.d:ea ejteH9'(e111.RIityl(dl jertK IEIdIPi TIB TK55 CVSIy9(eyiltlf ISICIN10rejDes"I'mrer TreStsjfea(Syie:erVmjkligj All tQidntdlems ereasddAedle Tt4t. (opyright 0 2016A-I Roof frusses-Anihany L ycrebo III, P.I. Reprodutlion o(tbis dorumeni, is any ID al, is probibiled wilhauf the written permission horn A -I Raoilrasses-AntbonyL Tombo 111, P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009494 71381 A02 ROOF SPECIAL 1 1 Y Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:18 2018 Page 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-ypfrku84ZGniSpG1 Ib6smAdnHlJXsx90TextB9zdl xJ 1-0-.1 5-0-4 7-2-6 9-9-0 13-5-14 21-5-4 -0-1 5-0-4 2-2-2 2-6-10 3-8-13 7-11-6 4.00 12 6x10 = 2.0U 12 9-9-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. MiTek recommends that Stabilizers and equired cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1056/0-7-4 (min. 0-1-8) 7 = 948/0-8-0 (min. 0-1-8) Max Horz 2 = 109(LC 16) Max Uplift 2 = -619(LC 8) 7 = -523(LC 9) Max Grav 2 = 1056(LC 1) 7 = 948(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-964f134, 3-4=-2942/3223, 4-5=-2755/2947, 5-6=-2705/2906, 6-7=-2798/2886 BOT CHORD 2-9=-2884/2739, 8-9=-2546/2620, 7-8=-2561 /2616 WEBS 5-9=-939/981, 4-9=-309/369 NOTES- 1) Unbalanced roof live loads have been considered 5x10 MT20H5= 2.00 12 4x6 = 1.00112 -- 11 CSI. DEFL. in (loc) I/deft L/d TC 0.77 Vert(LL) 0.44 8-18 >581 360 BC 0.70 Vert(CT) -0.46 8 >565 240 WB 0.36 Horz(CT) 0.13 7 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any' other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 7 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 619 lb uplift at joint 2 and 523 lb uplift at joint 7. LOAD CASE(S) Standard Dead Load Defl. = 1/4 in 6x6 = 3x8 II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 102 lb FT-= 10% fnr this rfncinn t�!!d¢g rlenetlutrgHersei:o lSe'A1IOD; fiiK58i°illLEPI, 6EF9a?18EIS8[O iIOXS[DAOlf4 iht]';aIX!IOP;E"u',rdEX�11r.fuly ssigs pamdns¢d tcdOrr eetosless hszn DrratyIN,.9 th Witty LTaltD1,I.F.I&MI-mlM.l? nt. lhImsdmet Odd in tit 1DD,ra"p X1TEkrti'E,wo. 3i5�i:±ned llf tEe l9Dhye ee111.1teT1'sSl DtIi'¢Frp[2UI1l.f?l:IiflY rK Ge°�. �Jef!AI¢I OTIDDlIFRStdS ee arfji,'A;tel?0tr(91:1SIBEd IfitFe!hfj rPSplefff�nj`:i:hl IK7H3ei 1Els:aTie Tnss f?pala latlttDD 2dr, wevtr'Ft.The hip nsmplitn, Imiquemus, sd,knay Anthony T. Tombo 111, P.E. ¢d.- sTrnsreetq 1.11411,11, wpxsiUlo!dteeOnee,tltO-el tftlldtgest orlh lulaiw Onilrs,mMettid eflu 1KtelZMitt Wd eafgnee¢aPA. Tae%pif. dtit 120Wmy Mel me dMlTnscindtousz!gt, mbgd"as wd WIq SUU± At resr acl:?hd 80083 IhR.Xla10m,r!Id&mr,M%0 uhslE7Cai EIk±TDD/d rn r([41[t1©apudltes dih hilfi¢p [mps± Sdeg la mvitt t(ffpllistcaSp i?I ¢adflG urrttellXd@I'tt¢tRl y9l1¢[ W1 EE5¢ei'knStiFCISiS.,ails¢db9n d3aTnss DeA;ta,t!ess Sedye Fnplxla®ai(as Mamrtld!!er,axs 4451 St. Lucie Blvd. fluvirtMimi iff(ldredaped tptt iermiq lydl lutis Fort Pierce, FL 34946 Copyright02D16AA Roof Trusses- AnthonyT.Tomb III, P.f. Reprodudionofthisdorumerd,inany form, isprohiRedwithoutthe writtenpermission hem A-IAaofTrusses-AnthonyT.TombeIII, P.1. Job Truss Truss Type Qty Ply 71381 A02A ROOF SPECIAL 1 1 A0009495 Job Reference (optional) . .. .."". .. �,+���, �... .�.��,, v-r..��, ..cmy,,vo,uu�a.wtti Swt1. u•1<[ta twY 1<GU1t r l It It. O.1LV 6 IVVV 14 GV I( IVII IeK ID:TwFPOygDSNGOTwvpRattSgzhGyS-Q 1-0-1 7-10-10 11-7-7 13-8-12 16-4-1 1-0-1 7-10-10 3-8-13 2-1-5 2-7-14 2.00 12 5x10 MT20HS= 47 = 5 4.00 F12 4 3x6 3 2.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-9 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 = 1056/0-7-4 (min. 0-1-8) 6 = 948/0-8-0 (min. 0-1-8) Max Horz 2 = 109(LC 16) Max Uplift 2 =-647(LC 8) 6 =-496(LC 9) Max Grav 2 1056(LC 1) 6 = 948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/717, 3-4=-2796/2943, 4-5=-2728/2954, 5-6=-2816/2950 BOT CHORD 2-8=-2605/2622, 7-8=-2592/2629, 6-7=-2601/2633 WEBS 5-7=-767/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 8 7 7x6 = 5x6 = 1.00 12 Inc. Thu Mar 8 09:18:19 2018 Plige 1 .wY4zrEsJd5lNAuiRegbOrAhlhQjczdl xl 21-5-4 5-0-11 Dead Load Defl. = 3/16 in 6 r. I� 0 4x10 It 6x8 11 21-5-4 3-5-5 0-d'-14 9-9-13 5,14 a1,[6:0-1-9,0-9-0),[6:0-0-1,0-0-21,[7:0-3-0 0-3-81 [8:0-3-0 0-2-121 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.98 Vert(LL) 0.33 8-13 >782 .360 MT20 244/190 BC 0.71 Vert(CT) -0.40 8 >639 240 MT20HS 187/143 WB 0.33 Horz(CT) 0.13 6 n/a n/a Matri -MS Weight: 98 lb FT = 10% 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas a=132mph; TCDL=S.Opsf; BCDL=5.O sf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)Izone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othenmembers. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/fPI 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 647 lb uplift at joint 2 and 496 lb uplift at joint 6. LOAD CA! Standard e u Ifewn•11sm1 nuAhlyreriexth'AI Roof 09SStSl'ofn GREW TIN&(Owilm(MoN{rml.lACKICA:FirwNrl-, reify fuip imtmeten uil[ed®tits wulsl,f3 k3P7sswiglTV01,4dtk Aelu7l.ludi,ii;P.E.ldntnetlett4s2!eEst. Pdtss[Ike[vise tltld tetltiPP,raj - - blTtluZur'E:ts'hAi. to dint¢ IDDahtdi1.AfeT(ns Dull.itpl-(t.e,Sp:ltaP biluiri'lu ed as my TOD Ilawd unkg,MtOtt,r3'onsllitl tti3Et'ItARfp1141I1ar 9,:17t ift:fOlkfkmRTttff dgad tS 11t Too MIr,Wtrnl. The Ari!P184311INIttf.11[f'EjOldtiNSe i[IIt41G'p Anthony T. Tombo III, P.E. 6defttlttif lssf 4t [gkIdllP it lh rtSpN3llilllr tlt ]Yyg, R{PYylf [:f 'RE4[yYtltlllt{EIIIitF PtfipMt,Or[24[t!ttl tltlt lg(.'S3 i�ttfTit itCdl'u�3Dtj it�E G4lftT.ibt¢(tt![. t711t TPP 0100triRli ell e}n271YSS.9tlthtd 49 i�5•R!Ip&IAfh!ItlN[0e1r1(Sj 34tlil9 tlSP:[5154�ir[I y: 80083 Pe{t:dbp DtrdselId(s®hlW. All WgS1taalA*fED vil'aPlmims.1rd9nes title t[ilditP(t%PK�Sdep rf:`amNn;6�pulitled4p iA tUSHA rttMutrcuthr p[ns!r�iAm(t-IP�lkPusdenfPtns:4 mes E[dtb:itstl@ei!ns Peuptt.Lef3Pefips bPxrcmd lmss gastltarer; ct!ts> 44$1 St. Lucie elVd, itLroudditEdlrn(ttlxdegtEdtptbwnay4Tdlptgr ls�sdtei i4tTnssCru�t raPitet(is 9Ci(s{m!daP Dts;Pser rtThss y'rttafyivtrd®p b[tltiq All(;!tda:dbrms trey dd'nt( bill 1. (0 1 h102B1bA-IRoolltosses-Anihon T.Tomb@III,P.E. ReproductionalibisdommenLinan frm,is rohibitedwitha0thewritleo ermissianhmah-I Beni Trusses-Anthaa T.TemboIII,P.I. Fort Pierce, FL 34946 Pr<9 YY, P P Y Job Truss Truss Type Qty Ply A0009496 71381 A03 SCISSORS 10 1 k Job Reference (optional) Al Roof Trusses, Fort Pierce; FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:20 2018 Page 1 I D:TwFPOygDSNGOTwvpRattSgzhGyS-uCnc9a9K5t2Pi6QQQ09Krbi8crORKpJJwyQ_F2zd1 xH 1 0 1 7-7-2 711 -8 10-8 4 13-8-12 21-5 4 1 017-7-2 0 3-7 2-9-12 3-0 8 7 8 8 44 = 6x10 - 2.00 12 Dead Load Dell. = 3/16 in I:oF 0X1U er 5x6 = 3x8 II 10-10-0 I 7-7-2 10-6-8 10rM 13-8-12 I _ 21-5-4 7-7-2 2.11-6 0- - 2 2-10-12 7-8-8 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.29 8 >879 360 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.33 8-17 >782 .240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) . 0.15 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6. SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-7 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 = 1056/0-7-4 (min. 0-1-8) 7 = 948/0-8-0 (min. 0-1-8) Max Horz 2 = 117(LC 16) Max Uplift 2 = -637(LC 8) 7 = -514(LC 9) Max Grav 2 = 1056(LC 1) 7 = 948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1053/812, 3-4=-2862/3121, 4-5=-2489/2590, 5-6=-2497/2600, 6-7=-2963/3234 BOT CHORD 2-8=-2782/2678, 7-8=-2909/2790 WEBS 5-8=-1378/1387, 4-8=-421/699, 6-8=-527/834 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 2 and 514 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 105 Ib FT = 10% d'rder - lhssetlaegNp rztiexhk'dd 10CE f10SSES{'SfllErl, 6TAElA1 TfINS d C0lCdIlOeS P1S70Mj %19 j A(ed0dyugMFdl' bra. Tadp dedppaladen eadreMedes wldSl!css 0esip 0!evigilCf lid de ddlwpl. teak CE LL ldaeat Slnt!eire me. Odess dtrnia Fidel eadeIDD,ec'p QITslamirjm s141Nndfirit, TiDa u.dd. Aselms 0aye 6paa{le,Sfeddfr Dpee .75? ad n or TOO aprueM n aapaa A th prdtssmsd erylerisparyess!liltl(i; lk des:pnattk sie�eTn!sL•p!!I?dmtle 111U adp, lsda l?F1. 3t2 d?slpe nmoFtilw.lsd:spmtirel!, nAdilnp Anthony T. Tom110 III, P.E. sdwedshis NO'!I yrdl6w is in"51wsitilm elh 11r*0.0.uise.�resl,nalc lh ldldilp 0airmr,aNroe+sl dth ltfwid ,tis X e bsdcdsg rdsesd14e41ker . le gpnu`:dlh IDdeel n. bdd nedtle loss,udrfig lsdl:}s2�eps,inhllsliu nl q tlilt4e Isswrooftlyd t80083 ' Ihr;!fxpies'gm!dEtsClVxAr.wlssel"l sfletn0wI In I'M'S.1pdAaes Fitts Wfq(ea6cad sdef laamM,.,W, pthsW4 lA M Stu brdv?xsS'a paew. plum INh5wsti?leSpF�1;iTe5.4 ?sd3?I!wsNupur,I!.$ deer+ Ee0-1 twss "'Mu,w15s 4451 St. Lucie Blvd. e2srtfm Isfirstlpa6n:etl Ipa[deple h nrmry tp dl putts IwAsti I6eTrew C<,t�Egisar IS tl01 Ce pdsdap u?sipsa,alassSps!?a opisar dmp lnl5q. dita9a?d4:os aem defcei hRdl. � - Fort Pierce, FL 34946 (optTigbt02016A-Ikoathusses- Anthony I.Tombo111,P.E.@eprodudionolibisdocument, inooyierm,isprobibitedwithout the writteopermission from A-1RoolTmsses-Anthonyl.Tomb III, P.E. Job Truss Truss Type Qty Ply 71381 CACORNER JACK 3 1 A0009497 Job Reference (optional) Kt Roof Trusses, Fort Pierce, FL s4946, eesignLaltruss.com stun: 11112U s Nov 12 2U1 / 11nnc 8.120 s Nov 122017 MiTek Industries, Inc. Thu Mar 8 09:18:20 2018 PTge 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-uCnc9a9K5t2Pi6QQQ09KrbiFDr9yKwHJwyQ_F2zd1xH -1-0-12 a 0-7-3 4.00 12 2 3 T1 9 0 o 1 O 5 4 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL.. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix MR Weight: 4 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'LOAD BRACING- Stan( TOP CHORD Structural wood sheathing directly applied or 0-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 219/0-7-3 (min. 0-1-8) 3 = -100/Mechanical Max Horz 5 = 44(LC 9) Max Uplift 5 = -269(LC 8) 3 = -100(LC 1) Max Grav 5 = 219(LC 1) 3 = 122(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-215/489 v r V NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. A) Prnvirip marhaniral rnnnprtinn yhv nthpm) of 6rairy•rleaetlrngFlTmieptie'A-113GF TlY.45rS1ttn 6E6EIAt TEN A(OKiODUS(US10N('dIX)AUK Tr'd'SNED�Imac TetGd Saip rolmdm nadnd ldtswt§Pine Bes sDrnig(R4, ar4lte AmSa77. irz9r Gl,l.E.lddeaeSlnl take me. Uddsoftxr.isa sides letselOP,sej PdTekteaatmtIm stdiMadfirtta lDDa headlL Aseyress Deslyl 1.0ar{ia.SP0141 Elpeter,,th cd nerylDD pumtsumptim d Its pobsslrrdeq!reelryasrrepluttr7; lit In IndAt staeiass lrlerl rcne TDD odT,WerW.Ndesir, msrnNuw. lick2amleu, smaiitiry Anthony T. Tombo Ill, P.E. Ddasedthis irasffi, nr rrilBeD if the resprsilfliryd6e O.av,thOwar's rabdtd eycdwlle ldlliq Destyar,at~a ' IE11ei'etgges'gmeldfraDaM�. All axs nlws is It'Inatr lie 1 i16.14¢iaenSo" Itt, a02496e lM is R(adtle btd AdKq nle alrfid. TttaAM,,lrflhe TDDail n,+fiell aedraTnss. uda6geadiy.4srq& Iafillan gal Wag 0Ah Ue resyaoti4y1f - TF1 SNA IPrl er ViOms DtdyltrAmn on!yr 580083 panastad lakhtsdth ena-W_ydlis(al4 rd nanfyeudl. plNIpdaa. tesfiersspmihS:AesnlCles bimer,wlirns Yaatldr:et: a'ess 4451 St. Lucie Blvd. t%eMultDldira6d:weytd epefiwtiDq lTdlymas ltrdai lYeTnss(tsly7Egitarl;lGiA`e ldidag0esyaerrTnssSTv:are;uterdaTS+iIAq. AO tyr7sdudhrat aemddmdlDRAI. Fort Pierce, FL 34946 (oppightm2016A-] Roof Dusses-Anihooy1.TomboIII, P.R. ReprodutlionDf ibis dommern,inanyt rat, ispwhihBedwithculThe writteopermissionlmmA-]Inflames -Aothanri-Tomb Ill, P.E. Job Truss Truss Type Qty Ply A0009500 71381 CJ1A JACK -OPEN 2 1 is ' Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:21 2018 Page 1 ID TwFPOvaD5NGOTwvDRatt5ozhGvS-MOL MwAvsBAGJG?c iaZNoFPFEUn3NXT9cAXoUzdlxG LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 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 1-54 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 182/0-7-4 (min. 0-1-8) 3v = 15/Mechanical 4 = 2/Mechanical Max Horz 5 = 63(LC 9) Max Uplift 5 _ -186(LC 8) 3 = -31(LC 12) 4 = -1 (LC 9) Max Grav 5 = 182(LC 1) 3 = 15(LC 1) 4 = 20(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-161 /359 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 9n (Tncf nn the hnNnm rhnrri in all araac whara a 1-5-4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.27 Vert(LL) 0.00 5 >999 360 MT20 244/190 BC 0.03 Vert(CT) 0.00 5 >999 240 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -MR Weight: 7 lb FT = 10% 5) Bearing at joint(s) 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 5, 31 lb uplift at joint 3 and 1 lb uplift at joint 4. LOAD CASE(S) Standard Eueiq � IleeseNurepsJprnirrthe'Ad 19GE I17iSB('S[0E11 Cdl'iE11tTfIHS a (DaC01DRS (CSiOkj i41]'} r(i!hCt,'.ED>HE�Imx. ie;Rp dedp purmdas and read>.s er tdshess 9esp DiariyiRri,ud dt Ardupl. Tess C; li.ldnexe SleNfsrena. Udess stlerrise ndN uric iDD,a"p iaTei<rrustrr y:fes s§d!hnelfirtk iDDbse edit As a Tins Dulpirpue((e.S?d.111 kdwili,rar sednoyMup;weds—eir.m.0hepeL•sCnderpisetlrgngns!Hlapbr be dupolksloe Tins deyadrede TDDuly.. Wer16-1.itedesponunFmu,liti.;tutiau:s.aeli!ep Anthony T. Tombo III, P.E. dne of its Tnshr uy ld!di.t tstu resyasitilae dCtD.rer.th Crreis rlsid yrei e:Ieeddldirg Dtilpr,©ths nrbddtuXinIt"Wtebid lip.:dn,nd[ed E6E.lee}Tms!dI4e IDD ulmliednedfieTnss.ud.5q kaf.ysa:ryt. tuhlldiu ulk-rit dd!ie iy reskaii!:heE <80083 ' !ledrTagOKrt! ud Ets-ribe.e!!a'ss;daiutklDDMlSetirtlrtnmfg.il9oes-tsie Wdq (rmp a°at Sderylo ;aefiuRof,�pHisleD4p Efl ndSlu rnn!sxea'n pump iem IM dtirt;9:;uteniiaaiva00.auddeLru DeupK.l:us 9esp(npssernifnss Y.emb2rer,aiss 4451 St. Lucie Blvd. rYsrriu ldirrd 1po Gd:od reed u.ebvrmgspolrm:u beeheL Reimer Ceslp1941er is ACT the 6ddagCuiyva,uTnss sera. boon daye'41sp. IllrgiGiaedserm uendetaelblt(1' Fort Pierce, FL 34946 (epyrighlD26I6AdRoof ossas-Anthony T.Tomball],P.f. Reproduction ofthisdomment,inanylotm,isprobibhedwithout the niftenpermission hemA-1Rooffrosses-AnthonyT.Tombolll,P.T. Job Truss Truss Type Qty Ply 71381 CAR Corner Jack 1 1 A0009501 Job Reference (optional WSSeS, FUI L r.eMoV, rt_ r W%0, uesrgn(danruss.com tcun: a 1ZU s NOV 12 ZU1 t runt: 8.12U s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:22 2018 Pilge 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-gbvMaGBadU17xQZoXRBow?oelegpogncNGv5KwzdlxF 4 1-1-0 1-1-0 4.00 12 2 1 T1 0 1 B1 3 rn Io Io x6 II V F� 2.00 12 4 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0 03 Vert(LL) 0.00 4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatrixMR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5) Bearing at joint(s) 4 considers parallel to grain WEBS 2x6 SP No.2 value using ANSI/TPI 1 angle to grain formula. BRACING- Building desi 9 ner should verify capacity of bearing g fY P tY 9 TOP CHORD surface. , Structural wood sheathing directly applied or 1-1-0 6) Provide mechanical connection (by others) of oc purlins, except end verticals. truss to bearing lb uplift at joint plate capable of withstanding 12 4, 32 lb uplift at joint 2 and 7 lb BOT CHORD uplift at jdi�t 3. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss LOAD CASE(S) erection, in accordance with Stabilizer Standard Installation guide. REACTIONS. (lb/size) 4 = 38/0-8-0 (min. 0-1-8) 2 = 27/Mechanical 3 = 10/Mechanical Max Horz 4 = 39(LC 9) Max Uplift 4 = -12(LC 8) 2 = -32(LC 12) 3 = -7(LC 9) Max Grav 4 = 38(LC 1) 2 = 27(LC 1) 3 = 16(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rP.&:;nnla n_r,_n tall by 9-n_n wirda will fit hatwaan the PLATES GRIP MT20 244/190 Weight: 4 lb FT = 10% n v 6e�ary-tlRea IiueyMrrnnwtm dl IOOr IiL5S3t iittE0.�, ri•A;rlC1EW58 (41i:1i1[eS flSTtlN, BLW]•, S.tlitlGii"sFS.UEA� fiat Perilp itsip puemrlen eed!edeslxs gs7isTress Ong ht.iy{R& er31E! drtlta;l. r[atR Ci, ri.Idseme S!!s!6shzns. Ueless Rttmise stdep RetYeIDD,ns"1 glTeimvaNrp Ees seili a ealLrRxlgD Isk.Rli1. es cirns Deslpn Gp!utril.e,SseiVIp LGud;.rievd n np700 epresMs amaptrm:e d ISe pohnstud eRgle�eegr-speRs011ttp it Me Its ptdt a s4ebss hp aol eRlhED ootp.Welfl-l. N dtsip nanpiierr,hda7uRlrexs, smelilrp i Anthony T. Tombo III, P.E. PLd esedriis lass5: eq 6ssfeieg lsthaspn!iltlih At 7neelh Owazis rriar@Eteyxta[tU lNlpup UesipnyroHa aehetdtis lBC,Sa R: alrie bt ha'd gMt Q2rRl. ile tgpesRldrie NOrimn. field eaA6e iris. adRtin ks6'wry.sn!epe,!estellefin udNetig sl�i:s l!enym l+!Md 80083 Iksl«dag7es:irACta:RRa:.1J: rsks sesaRf thiUD eM tiepMiasroepeN9!ess title dil/igtwpcmwsSdRq lza�itliuR(Sr,'peN Bred gS ltl Rad 4[.l rtertiveeehs pnnRl paean—Irbl &nsleaspR�i4uries t�7fa+anc'riRl!rssgR9ptt,1!t5s)esp rR�teKtffit lfRSfHAateen{!lf,q'RSS s9e^ria lsfietel a[etcUo etdo Riewritie s R71 er,.:es lmt?lei 15eTnss Cislmr !uRs is NCTge BalSs "!si ser, !t'RssS xea Eyn:erdmrswiir!:. tilt .�e!d4ms R!Rm tefinesrimp. 4451 St. Lucie Blvd. � 7• r i p ry W Copyright 02016A-IAoothusses-AnlhonyT.Tomboll6P.E. 0eproduoionofthisduument,inonyh m,isprohibitedwithc!llhewritlenpermissionhomA-1RanfTrusses-Anthony I. Tombo III, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009502 71381 CRA JACK -OPEN 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:22 2018 Page 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-gbvMaGBadUi7xQZoXRBow?ocOeoBogncNGv5KwzdlxF -1-0-12 2-7-2 1-0-12 2-7-2 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate.Grip DOL 1.25 TIC 0.18 Vert(LL) -0.00 10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.31-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 51/Mechanical 2 = 231/0-7-4 (min. 0-1-8) 5 = 20/Mechanical Mi3x Horz 2 = 101(LC 8) Max Uplift 4 = -62(LC 12) 2 _ -194(LC 8) 5 = -3(LC 12) Max Grav 4 = 51(LC 1) 2 = 231(LC 1) 5 = 36(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 51 Bearina at ioint(s)2 considers parallel to arain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4, 194 lb uplift at joint 2 and 3 lb uplift at joint 5. LOAD CASE(S) Standard ryeueg-rleesetlunyNytnioefke'il loOf lloiSrSl'Alla'h 0ER92f TE1f118CR iIGSif1STON{"Rt1]^;.cRRer,^gig urR^yna.re;mgmQyreeodas e>dmle�tes aat>;aI Ih IeWy.TwtsgI,r.Ledeeae 54n1.4a2�e. pdnscthr+ist ddel eellelOP,sa'g N1Tekoeumrja!essldtknelfirtkeT00 to benhi As earns Desgs hyltee11+,<.unmr bduet,tke sdn®yTROuyresedseeuuyssudlse pd>sdnd eu e!ieg«syaulll!ryh; Ike IWPd@eAnthony T. Tombo ill, P.E. r9nedous Tuss4rultaliq istkeusgwsUgdrh0.—,N Oneitr.Fyiod e;c9r:Ikkileiey Desi¢:e,aaa6tndly lRr,3slR: udtle 6td ea 4ig Me n3le:I. lle gpnuld6elRD eilu.field esedthe Tnss.Indetiq l:i:w-y.sa:eye, usMenu eel kr,fri shiliMsu eesyw>o!:nd —80083 I INk1eag9esT.!WEcaoev,AeaussdututleTUDerslley!wiusol;><ldnesdnepnMyre¢yamSderytaimsnn.7L4;leNiskl by I?? nl1IU—fmdtsknenelpistm7,16iasleusµesiinesadd5ud9aT!essoedpn.tnsues uyiser®irressrsdeee!e,a.ss 4451St.Lucie Blvd. .U.J.ldnrdkyob4.2d eguelegee urrMlIgdI ytrt:nletdui TkeTnss otdrprof"Ir is ROT ke Rdidagosnpffulms Sys" blawemy bNdty. In cGadadk:ns uemedmeltaTr41. Fort Pierce, FL 34946 Copy igb10 201d A -I Roof Teusses-Ambony 1. Tombo ill. P.I. Reproduttion of Ibis document, in anydoras, is ptobibited without the.6tten peomission f ern A -I Reolhasses-AnthonyT. Tomb III, P.E. Job Truss Truss Type Qty Ply 71381 CJ3 CORNERJACK 3 1 A0009503 Job Reference o tional re u, uuaeynLa l uu55.wn1 rcun: o. IZ0 5 NOV IZ ZUI r YnnC MIZU S NOV lZ ZUl / MI I eK fndustneS, Inc. Thu Mar 8 09:18:23 2018 Pgge 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-InSkncCDOoQ Za8?58i1TDKmO29RXH1lcwfesNzdlxE -1-0-12 1-9-0 1-0-12 1-9-0 4.00 12 4 3 2 1 T1 q 1 HW1 0 B1 Q 3x4 0 2.00 12 3x6 11 Plate Offsets (X,Y)— 12:Edge,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC b.08 Vert(CT) -0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB b.00 Horz(CT) -0.00 2 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix'MP Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 CHORD 2x4 SP No.2 6) Provide echanical connection (by others) of SLLIIDER truss to benng plate capable of withstanding 52 Left 2x4 SP No.31-6-0 lb uplift at joint 4, 202 lb uplift at joint 2 and 35 lb BRACING- uplift at joi t 5. TOP CHORD Structural wood sheathing directly applied or 1-9-0 LOAD CASE(S) oc p HO BOTCCHORD Standard Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 4 = 38/Mechanical 2 = 175/0-7-4 (min. 0-1-8) 5 = 17/Mechanical Max Harz 2 = 96(LC 8) Max Uplift 4 = -52(LC 8) 2 =-202(LC 8) 5 = -35(LC 9) Max Grav 4 = 38(LC 1) 2 = 175(LC 1) 5 = 26(LC 3) " a V t a FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. &'eda;-PltaetltnyH(mlexNs'dl 1DD;unsgrirt(EPI UEn( rf1a I(0swchs uslai KID*)AaKcr(DaW,leam. Veer dedp;emetm W reededas a Ins Lea Des0Dorill(I 1rl lte WHO.Ttzha Dl,111.Ideeeae SIHIbth'eUlf. Doles dbu-i[I ddtimatTD11',dr fills oumq!des shell M esedfee b TO Is he n61, As ATens Desga hoaffIle, Spenea; Eepuarr0a sohe up, We el;reems Wasedtl!s tivo0i oT rdbbg is lie«spaiNfirly0 0nre, 1lot onslAvitdepd erle, tcilliy Dai;mr,oefta At m; se0letprdastlnd ey!i"leg mInsidIarfar be 11W.aIs, s!gtTms(erin?nene IDD ul;, maerlrn-t. N Millessmplut bday<e6nx„anennq tertdfi l((,SsLe; mdtie bed la!fy�el� erl RLI. 11e t9e 10D Tnss.iadefiri Eadii�. Anthony T. Tombo llI P.E. , IWi.1la; Desgmr W(C9lfeN!. dll uSs selwib STEDWlae permasted ildnssdtle Wilig(m;aed Sdel(Dlerudln;I6¢;+Histed4r Rrmsfed e>I nrlieli eadhe sneye, leshllofiu odEertir s5all{e (e9 rc?Kai§.".hat lA aedllfA eterdeeemdfu 7P'el G3nstl?(a;f..^5lhuatermadeaad�?TlefaDen;aer,Lmsges!p 280083 elsrNsr ldned Irecodem e;redg4I bray it dl;m:as Imhof. lleTrea Ceslp Eyiseer is l0i(k1d!dl; Desi;sm,irTmsSys'?a pnnel pidseet FarMermaiossRmte :e: nka Fyieurd®;aail9y. ID 4451 St. Lucie Blvd. Blvd. (oprTighl02016A-1loafTrussess-Am6anyLTomboIII, P.T. Reprodudioesof1hisdommerd,innoyferm,ispruhibiledwithcuf ea;!(dacateros erzwddaedbRFl. III wsiffeapermissionframA-IRoolhosses-AnthonyLTombee III, P.f. Fort Pierce, Job Truss Truss Type Qty Ply A0009504 71381 CJ3A JACK -OPEN 2 1 % Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:23 2018 Page 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-InSkncCDOoQ Za8?58i1TDKjZ27gXH11cwfesNzdlxE -1-0-12 3-9-0 1-0-12 3-9-0 3x8 11 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 0.35 Vert(LL) 0.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5' = 263/0-7-4 (min. 0-1-8) 3 = 102/Mechanical 4 = 37/Mechanical Max Horz 5 = 116(LC 8) Max Uplift 5 = -216(LC 8) 3 = -109(LC 12) 4 = -1(LC 12) Max Grav 5 = 263(LC 1) 3 = 102(LC 1) 4 = 64(LC 3) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/500 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Al • Thic to tcc hac hppn elpcinnarl fnr a lives Innri of 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 5, 109 lb uplift at joint 3 and 1 lb uplift at joint 4. LOAD CASE(S) Standard bk?dy•neese6utrlHJtedewl 'bl IMF❑JS5!S(;fl[0.J gtsflRsniylffw; set the AA.rT.T=MgCH.ldeemt SXceI Et52 est. Xdessdhnist dddtcfit TOP,%I uTeioens5,pdefsldiF.salh,tteTH4beedu.lstT,mX»qe(tgeeer(ie.4rvXEhprer*wdisayMuE,esenstcem,.�edntpd!»i¢FdFgxesis¢rsp»tlanf6;Mtlfrya TINsafeT.�»Lefndfeneoosdf,ntwft.�aasg¢»npnc.XdaTutdneFs,semTury Anthony T.TomboIII, P.E. .d.-6isra"Sr say6!1 lnlfisg is tXesesfxsiFilil., dF.e (Ineetla grulfefilsed fge9li lXtldlGle geSirxr,Cll?!»dtddlu lC 4(attit lstd Wistjat,'dMI.TXeeiTetie(dlit MtNfu Xdd»t dat 80083 f�ss.ixlrtiglai(3.rF;¢Tt,i»hlldin ¢tlkrFr�sMi�!fcs ret�ch:t:nd ' ue t:+'{ag Des�S^e: al Qc!n,:. i'I sks sdc+szlhlUD tills Jr�rtesm9 giddmtdlle tsilGg fe¢K¢sm Sdd{IrevEon{t(rl, Jditstxl iJ T7l MSlf4 trzrd� tl5+ge¢e,d[alm,e TPsl khgsirrt:TFnndmes ¢d b!i!sdM!T!ns gedper,L»s Xes! :npaeermffmsNsMt^eres.ane 4451 St. Lucie Blvd. F4F^(If[IEf1di(0Tt92d¢}red 1N211 rrtfiq XJdliN:»I»diPlIke TressNaaEnwer is XOlN I4'dal Ustiar Oms Spn Esther V.air X¢Aly. ig d7 wad4:Os trFas tiled l¢TPTL Fort Pierce, FL 34946 (opyrigbtORR16A-1bafLosses-AmhonyLTamba111,P.f. Reprododionofthisdommettl,inGay 1cmisptobibRedwithculthe weavenpermissionfrom A-IRaolTtasses-AethonyT.Iamb 111,P.E. Job Truss Truss Type Qty Ply 71381 CJ3R Comer Jack 1 1 I A0009505 Job Reference o tional r.00 ,1— F-L 1-1016a, Fl� . V. U, U"b19rl((,Vd RP1.155.C.Om Run: tl. zu s Nov 1z zu1 i rnnt: a.12u s Nov 12 Z017 MiTek Industries, Inc. Thu Mar 8 09:18:23 2018 Pige 1 ID: TwFPOygDSNGOTwvpRattSgzhGyS-InSkncCDOoQ_Za8?58ilTDKmY28_XH1lcwfesNzdlxE A- 2-2-14 —I 2-2-14 4.00 12 2 1 T1 1 . 1 I6I0 o o of 2.0012 4 3x6 11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-4 >999 360 TCDL' 15.0 Lumber DOL 1.25 BC 6.17 Vert(CT) -0.00 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 6.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR - LUMBER - TOP CHORD 2x4 SP No.2, 5) Bearing BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 valuesing value u BRACING- Building de. TOP CHORD surface. Structural wood sheathing directly applied or 2-2-14 6) Provide E oc purlins, except end verticals. truss to bea BOT CHORD lb uplift at j( Rigid ceiling directly applied or 6-0-0 oc bracing, uplift at join MiTek recommends that Stabilizers and required cross bracing be installed during truss LOAD CAS erection, in accordance with Stabilizer Standard Installation guide. REACTIONS. (lb/size) 4 = 88/0-8-0 (min. 0-1-8) 2 = 62/Mechanical 3 = 25/Mechanical Max Horz 4 = 76(LC 9) Max Uplift 4 = -82(LC 8) 2 = -72(LC 8) 3 = -50(LC 8) Max Grav 4 = 88(LC 1) 2 = 62(LC 1) 3 = 38(LC 3) (s) 4 considers parallel to grain TPI 1 angle to grain formula. should verify capacity of bearing, lechanical connection (by others) of ing plate capable of withstanding 82 nt 4, 72 lb uplift at joint 2 and 50 lb 3. PLATES GRIP MT20 244/190 Weight: 8 Ib , FT = 10% ,1 FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. , NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rar-tannta n-R-n tall.hv 2-n-n wirier will fit hahuaan tha f"ie!dnr-ElellPfEtAIrdYIPfIPit�•aa roeEnmu�SEUEr�, �aniEEExsameancuasTonfun=t•I IEIdDfi�V�II rH61 yl:IE(deSl§nrf l0eiefSe9d R9dn7lee tetfiiTlMSiP3'yf I13YlAp lTrS�IRS ItS A:E[trT.IRIi I,'yrE.IdNPT.e Riellf':eYHP. Ddlef6ivtrllee ddN fE tIPTDDr�j . Iliiet<ueemrp!nsshdltA Psedargo rNhheedid. AseTrres Duige1.VvKfl.e,5penelg Npuat,ae sedeeuTTEDteiiruatsremunst .Au, dais TmOr.grs+lrng isfherespuikialr dNashrr.tle Dro-ais a.urhr e•ZAvthtrulditp Dmipr,a t`imuldsu d Its prduslnd ert4TDDrs11,erfu1PR he fuipnnaplilu,adspcudmns, sufrlilar ttE,a 1Emilt Ind W gotic. D-I. At gp itld Ike MD nl nnfitN me dbeTrns. abdiRl,.' or;gkiffiDdirn ndtcnspshdt4a f,--rza"Od:kef Anthony T. Tombo IIl P.E. r ' ttsSe'eagDnieaeeerAfwCrent Al,u}sseloliclt2TDDMlheptodias®dquE:nesd0lt.,INgrtepiMsddtl*. n,Wipivistx;ITAeNSIGrtenlescxaAfugnmigs:9mt_Tt61k5ns&arespxs4Fmesraddo:zsditeTinsDsdpwl,.,3.*.pEagaumirtrssaaot.v.et,neless <$0083 eNPmse I�rNipo OArcdepee4 apa u vdlirglT dl purrts imdaei IheTnss Gedp Eagieut is 101:a rdlag Dn4nu, a Trrss 5rdaa Eatiref dmr hdl9ag. All tog;u�N•ros eren 0daed aRFI. 4451St.00i3Blvd. (optTight't 2`JI6 A-1 Reallnuses- Anthony T.Tomho 111, P.t. Reproduction of this dorement, in any Corp, is prohibited without the arittea permission from A-] Roof Trusses-AathonyT. Tomho lll, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009506 71381 CJ4A JACK -OPEN 2 1 A- Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:24 2018 Page 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-nz06?xDr96YrAkjBfsDG?Qtp9SOaGkGvraOBOpzdl xD -1 0-12 , 2-5-7 4-10-13 1-0-12 2-5-7 2-5-6 3x8 11 LOADING(psf) SPACING- 2-0-1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.06 5-10 >932 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.04 5-10 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD 2-0-0 oc purlins (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. KLACTIONS. (lb/size) 4 = 134/Mechanical 2 = 321/0-7-4 (min. 0-1-8) 5 = 57/Mechanical Max Horz 2 = 158(LC 8) Max Uplift 4 = -137(LC 12) 2 = -230(LC 8) 5 = -9(LC 12) Max Grav 4 = 134(LC 1) 2 = 321(LC 1) 5 = 84(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 51 Bearina at ioint(s) 2 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 4, 230 lb uplift at joint 2 and 9 lb uplift at joint 5. 7) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard wame1 rletset4teegtlr wsl reritevWk-I loci HUIBISi"SEUEr1, 6EUulHNS d 14TIImusiuN1 Mwi d0IRLE ati hue,-Ie.*idta BCIfaadon ad Eta 1Anni�i Nu DomDoxii ;Ir{'IMi; W& Idol 1. lass a I.E.itfumrt k:t!4:'.ore me. ud?x 0W., ated a0,TV,w'p NNW ue:hAnthony T. Tombo III, P.E. d esedthis T2sthr ell lalditl itlie«slntiQili7dil:0+rtr,11t Owuistu,rat{t,'2al ael4e rnlinl PtsgFe�,AtH.e nntntTl4e U(,tf?ul adtlt bm:4sk:getltcei lT•L nee;lV80083 ' Ili R.Yid£1'7tt B!t'kd 1f4'tef'.d:e£JS td:si iEtlxluD ui14e 1n�ireS�dli d'IusdtB. BIINig(Cere'oxi 4dt11'te]'1ee11111(<r1eNISMd4l Tp cad B{1Ge1?:dnendh1 lemolptAne. 4451 St. Lucie Blvd. t@cM.rtried4raoal"d eped optbxtuiq lTdl Bni'csi"Oni ThTress flopEajaeet isocl th U1.1 MilaernTesSfem Equerof. ear5,dMi. B11 tq:glnedk;as nemdstaeduRFl. Fort Pierce, FL 34946 (hpyrilhi02016A-IRoof Trusses -Anthony T.Tombo111,P.E. Reproduction of this document, in anyformis probibhed without the written permission hoor A-] RaoiTtusses - AnthonyL Tombo III, F.F. Job Truss Truss Type Qty Ply 71381 CJ5 CORNER JAC 3 1 A0009507 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designgaltruss.com Run: 8. 20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:24 2018 Ppge 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-nz06?xDr96YrAkjBfsDG?QtwFSTaGkGvraOBOpzdl xD -1-0-12 2-10-14 1-0-12 2-10-14 4 4.00 12 m 3x4 o 3 M M Ti 2 W A HW 1 1 Io o. o. 2.00 12 3x6 II Plate Offsets (X,Y)— j2:Edge,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 022 Vert(LL) 0.01 5-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 10.21 Vert(CT) -0.00 5-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB IO.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix I MP Weight: 13 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-14 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) 4 = 63/Mechanical 2 = 24210-7-4 (min. 0-1-8) 5 = 25/Mechanical Max Horz 2 = 133(LC 8) Max Uplift 4 = -76(LC 8) 2 =-276(LC 8) 5 = -54(LC 9) Max Grav 4 = 63(LC 1) 2 = 242(LC 1) 5 = 43(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf;"BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 . plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearinglatjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4, 276 lb uplift atjoint 2 and 54 lb uplift at joint 5. LOAD CAI Standard e2 6irdry�tleasetlmxtNrrelisw ne'M1d IDLE IiE�ssS:YrtlEl t6rafl:E FE166B[OF 1ilU95f]S7OMS i(9ryjlwCMC&yO',NFlri'6ra Te!M7vsiq.rytaden cad rend ertes aetdslrrcs iesnD:nviry{FDD; ui He AtlhurLFszSe C!,P.E. tdereat U:e75sa;eese Udusoslenise steel tot5eT0D,sa'y UJittatxsnrlskssldtbe ostfirblDDle it edid. Ise Tens D"II.I.Ran[it,stteltar Ettleenpleeudnterra neetrulsesu¢,oixedhpiresl It A, 0.1ptierTPN.TEel:sisn. nstaltnn. bsd�ortfnees, stltdlli¢ Anthony T. Tombo III, P.E. rA tit .1No Title to"I W169 is tie niltnittletr ittk One, ones Edsdred epd or tie 10161 Durrett, ela�Wit etas R(,!itWL udtit law ko:!(zl almtl%I. Ut cipt! elfke iDDal tertiell tit diit NN, od.on kzd-rei,A to'selleDtt od trl(s3 Sidi!, l:e ratend5dly0 S 30083 aak:.e2r Oesip!,d(sres4:.Id!.I,mloUatteTDD.AlnrrrginsolpiWt:seftk.-Dleiry(t Pulse lylrymsone MnleIR xd4 FPl rel SIR renlrcaft?n inrel Plmea IF'rl p5rasffieresttesiE2fiec tteasnnse'3eFnse Pesilen,T:nsOes siatiatrmarns rlmrnh:et,w!as 4451 St. Lucie Blvd. ,cake Karl krolearret spelstta uwlirin hdl teats andeed TteTris C4sra Eslaeer is dOTrs rd io;Des!pse,nTnss sps:em falitxrrmr 2sDdial. All rq waMtru yens ddaer ltTPFI. Fort Pierre, FL 34946 (a i htQ2016A-1keolimsses-.TomhoIII,P.E. Re rodudianofthisdocoment,inan �nrm,is rohihhedwithoutthewrittea ermissionhomA-1Roofimsses-Anthon T.TomhnIII,P.E. PrT9 AnthonyY R Y, R P Y Job Truss Truss Type Qty, Ply A0009508 71381 CJSA JACK -OPEN 2 1 Job Reference optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:25 2018 Page 1 ID:TwFPOygDSNGOTwvpRattSgzhGyS-F9aVCHDTwPgioulN DZkvyeQzCsgf?BW24E8lxFzd 1 xC -1-0-12 6-0-12 1 1-0-12 6-0-12 5 4x8 11 LOADING (psf) SPACING- 2-0-1 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017ITP12014 LUMBER-, TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS: (lb/size) C = 361/0-7-4 (min. 0-1-8) 3 = 182/Mechanical 4 = 68/Mechanical Max Horz 5' = 173(LC 8) Max Uplift 5 = -261(LC 8) 3 = -185(LC 12) 4 = A (LC 12) Max Grav 5 = 361(LC 1) 3 = 182(LC 1) 4 = 108(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-345/656 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Dead Load Defl. = 1/16 in CSL DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.72 Vert(LL) 0.12 4-5 >556 360 MT20 244/190 BC 0.80 Vert(CT) -0.11 4-5 >603 240 WB 0.00 Horz(CT) -0.06 3 n/a n/a Matrix -MR Weight: 21 lb FT = 10% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 5, 185 lb uplift at joint 3 and 1 lb uplift at joint 4. 7) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. LOAD CASE(S) Standard &'ctiep. PlenefWaepHy mice: tie'Ad loci 1105(S111E1'g M:ritlfrkS 8 C0pF111O1f fJStOM{'Bt`ta; itrpOii"�hgME11P rtratiTe;Ap 2tdp iatmden aalm dedas N fsi;Ltss htsipaOia+pySfft'; tr4 th ArtfupT.TeaSa P,t, LL Idemzt 4:sth`az tst. IUns tfitwN ddtt telltTDD'..q NATezntrtlule.esSulhasNhrax TOhhhuhi AseTtns Deslpv 8prxe{ie,spt7dq bclNe;,tSr seal re oyTDO Npremrtt asempf:�:edfle prabsshad ecpbe rirt rgteslllldt4, de ltsgadhr sity'eTnss tej neA rcdelhhwr, radtrT?FI.Th€es!pmm.rzpt,,.. hLq'.epcaatmaeseinlilrp Anthony T. Tom6o III, P.E. Hurt dtha fmN1,!np liil€bp isth resp.044 dt49me0x h+aeisaasn:rla lerne ttd6rp hesger.uSN amil dli Xte 3Y1 u€ fie bed 1"Cq uth ITPOI.leap".W dth too oil I"IN1dne drorTnss.ia�t&! hsAtJ, scrape, nshllditt ad tnsi'gs5ali:e 1s.' mspcatilty.1 480083 (heR.d deep Ots�pN!rr4 Qacraa:.A,:N!eswfaaf:AthmlAfaepndrtesNdgadelhss aftfet"lAlaiccrrpaws*e fov:ntnniWrldlhhttiplm sadsttAastretv-x ,.peaestlp;lme. TP�l f�nceilzsnpenAhiifies eL/aatsdhalrsshed;.er,l!ESf ht5 h9 E9 Eltl Can tRSi xa,nte trnleti 4451 St. Lucie Blvd. a3tMse ldierdipaiwrtd opetd urea lewri6tplpolpanrs icn<?tel. raeirtss Cas:�Eyiaeer is!ICT A':a raiflsf.es:prer,urnssiys`:te �pbeerd*�rh+il9:g All tepi'da?d'eras freer fihd will Fort Pierce, FL 34946 Copyright02016 Ad ioafTmsses-Anlhuny I. Tombo III, P.E. Reproduoian of this immanent, in any form, is prohibited without the written permissionlsam A-1 Roof Trusses-AnthonyT.Tombt 111, P,E, Job Truss Truss Type Qty Ply 71381 CJ5R Corner Jack 1 1 A0009509 Job Reference (opt one[ Al ROOF Trusses, Fort Pierce, FL 3494f5, deslgn(ila1truss.com Run: 8.j20 Is Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi rek Industries, Inc. Thu Mar 8 09:18:25 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-F9aVCHDTwPgioulNDZkVYeQ2tslx?BW24E8lxFzd 1 xC 3-4-11 4.00 12 2 T1 0y 1 00 4 - 4' 2.00 12 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 3-4 >817 360 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr ' YES WB b.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixiMR LUMBER - TOP CHORD 2x4 SP No.2 5) Bearing BOT CHORD 2x4 SP No.2 value usinc WEBS 2x4 SP No.3 Building de BRACING - surface. TOP CHORD 6) Provide Structural wood sheathing directly applied or 34-11 truss to be, oc purlins, except end verticals. lb uplift at j BOT CHORD uplift at joir Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss LOAD CAt erection, in accordance with Stabilizer Standard Installation guide. REACTIONS. (lb/size) 4 = 143/0-" (min. 0-1-8) 2 = 103/Mechanical 3 = 40/Mechanical Max Hors 4 = 108(LC 9) Max Uplift 4 = -140(LC 8) 2 = -115(LC 8) 3 = -77(LC 8) Max Grav 4 = 143(LC 1) 2 = 103(LC 1) 3 = 62(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. it joint(s) 4 considers parallel to grain ANSI/fPI 1 angle to grain formula. signer should verify capacity of bearing 3. ;hanical connection (by others) of 1 plate capable of withstanding 140 4, 115 lb uplift at joint 2 and 77 lb PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% V i NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rP.n: PnnIP.:i-h-n tail by 9-n-n wirlp will fit hP.rwP.P.n thP- Zudq.rinse Hu-gHfnlorf3e'bT IOOi IVEStSf1I117l,61111111IWSE(OF%TIC65L1SIOMt 9nd jlilfrfii,EfiNEMI'Lxa-petEpdeslp fetaden e�rtd of?swllisl+rss gesigaUsaviylfrv; tte AnkurT.r.alaG'i, LLlderear&eetNhse na. giless sRerise nadutlrTOP,my MlirhtostMrtp!€tti 31ollMmsedhrtta ilDia6nlll.IfeLsstieslie lrylrzcQ.e,Spt[Idlp 6pue,'ffieudnop101«irnemmauitnudtls Most de6is Tlusshrrq U14i lttheretpnsitilitl dhe Ov Ownis 0,6?d ,rtorthe ed!aeg OWN.,M11+1d ird>StUed rq!exrleinyusll!Inp6r the lnl@n[Tne t01!eTnss defiael¢tlelOD aelp!-derlrFl. ifa d35'pnnrsprisn. brs:gmAnne, sd!esiiry lilt nd(,nsR,adtee!e[dlx!dag nde and r!:T, ils gpme!d!le lOD e!lion Ne!d rseA6eTnss, rodr6q!^d'ixq,s!o;tie,!rshlldisr nd krlag sh�iM »a!espnil.gyd Anthony T. Tombo III, P.E. ,N ' I�kV!dagOng^,e!cdQahMr,d!!m!esuswlydxiaDeadlhep¢anesodyiLleesdileGdliei(care¢tlSderylahlImtlln{t(Sl;plllsledgInrASICAlwob.1tsgeeerolpidneTP.l4isasa±rcspe:s4'!3ies¢d6nesdaLnsOedpc,T�nsoesgaEepterwarnesa„!tsn�er,!sxrs .t 80083 4451 St. Lucie Blvd. d uvintsfiesdhpoLetred sitesd qce is wnfiy 1polppfn ln:{red. TheTnsshop(si!snr!t NOT N10.1 vil;ulmslprem Eoiftwd®pi-i!9q. III sq:(darlteros nendetmN I,THI. Fort Pierce, FL 34946 Eopyrigbf©2016A-Iiodhusses-Anthony 1.TomboIII. P,E. Peprodudionoffhisdowment,inany form,ispro6ibitedwithout the written petmissionfiomA-1RwlTrasses-AnthonrT.TomboIll, P.L Job Truss Truss Type Qty Ply A0009510 71381 CJ7 CORNER JACK 3 1 k Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:26 2018 Page 1 ID:TwFPOygDSNGOTwvpRattSgzhGyS jM8tPdE5hjoZQ2tamHFk4ryA?F29kemClutlTizdlxB -1-0-12 4-0-12 1-0-12 4-0-12 m an �c6 0 6 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 4-5 >497 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 271/0-7-4 (min. 0-1-8) 3` — 117/Mechanical 4 43/Mechanical Max Horz 5 = 155(LC 8) Max Uplift 5 = -307(LC 8) 3 = -129(LC 8) 4 = -87(LC 8) Max Grave 5 = 271(LC 1) 3 = 117(LC 1) 4 = 73(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/471 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other We loads. R1 ` Thic to rcc hac haan rdacinnarl fnr a lives InaeT of 5) Bearing atjoint(s) 5 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 5, 129 lb uplift at joint 3 and 87 lb uplift at joint 4. LOAD CASE(S) Standard Wrdry. dletutksntgHrrnlie I 'Ad IMF TIMESCSflI111 UNIX Tudy desigt gandas rd Rdnries wlzs Less Duo Drntiy{g[w nt lEe AMcerT.gsal:fi%K 1 sss rr %m1 h rena Dtless dt-ke stefed mtle ED,o)r ILTtktnet:ntg''xss!>iiit e;edfirft2liD la be uliL As sTins Detigt hprzu{I.t,<.}t:itNr 6gtu>t„3a sulnoyIDDrpesedsecrrtpnedlte gnlnsletd en ettritgrsiets4adf;tla dtswae':ICe st^tleirnsdtp:ntd tsIke MuipWerW.Thet.ionrmgtiw.ltratgtnMen, "Milol Anthony T. Tomho III, P.E. dese0flial2ss"r,II.Niq ead Tl:T. ThettynreFdthe IDDdnlMA ese e16t Tnss.Hdthnkad.'%gV'rcge, itshlltlue adGni asgill4e t;!esgath+!:het w86083 iVih 11ADJnq^+e 41E cco.AlientsnuMitIkeEndInPMl,teDdplous.1N:GINigftopedWerth!`rnuuDWrpethi!*)tyin.1SI(Ausuf—dfugevuslT.detmTPtlEt'It3S�tnspem;h;'.liesuld!ino•iaLnsDniteurb%sDuo5graermdNutcm+Nn,er,n.ns 4451 St. Lucie Blvd. t'keense ldnuhpalea;saepetd®sat it emfiy lycllpart:ts lt•t-:rei TheTnss Culpfigiveeris ACT rx la,lag„e,gaer,tr Lass Spx:s Esg,nera®yheil9q. dltgdlaedfirrismodetaeifoull. Fort Pierce, FL 34946 (oppight(C14E116A-1koothosses-AolhonyT.TomhoIII, P.i. Reprodudiondthisdocument, inanybun,isprobibitedwitheutthewritten permission fiomA-I Roof irusses-AnthanyLTomho111,P.E. Job Truss Truss Type Qty Ply 71381 CJ7R Comer Jack 1 1 A0009511 Job Reference o tional Al Row Trusses, Fort Pierce, I—L s4y46, oesign(agoaltruss.com Run: 8.20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:26 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-jM8tPdE5hjoZQ2tamHFk4ry8UF5zkemClutlTizdlxB 4-6-9 1 i•A 4.00 12 ( T1 1 �• 2.OQ 12 4 3x6 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 3-4 >405 360 MT20 244/190 TCDL • 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.03 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MR Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 191/0-8-0 (min. 0-1-8) 2 = 134/Mechanical 3 = 58/Mechanical Max Horz 4 = 138(LC 9) Max Uplift 4 = -190(LC 8) 2 = -148(LC 8) 3 = -107(LC 8) Max Grave 4 = 191(LC 1) 2 = 134(LC 1) 3 = 85(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-202/276 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch -left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other I 4) Refer tl connectio 5) Bearinc value usir Building d surface. 6) Provide truss to b( lb uplift at uplift at jo LOAD girder(s) for truss to truss S. at joint(s) 4 considers parallel to grain I ANSI/TPI 1 angle to grain formula. signer should verify capacity of bearing mechanical connection (by others) of kring plate capable of withstanding 190 Sint 4, 148 lb uplift at joint 2 and 107 lb 13. I V v rams,-neeten�apKfrta in as dace n:sssrEualsa utlows A(ON-Acnusionr Kmi1wuea;Ngfe !nnWlnsHhnin 11 "1"11 bmI"*e!sippovistta reps,:nts:l!e,tu:t�me.i 91n�; us todAufl.lw St 0i, el.IraeaeR e!NS;ea e. uxnq%bs 021S vied fir TDDto h Wit. Al�g ay PiTekiesaLns Desgs hyYrxa(i.e,SPtIeDf Famnar;.ti!s!mta nylD¢ repnems it ra6sslnel glswleg teslivAddot tie deepael tee saptTnss diploid etne Too nif,aarertvFt tie t!s��,pnnsmpunaeMspmtdmxs, semiilff Anthony T. Tornbo 111, P.E. asd tsemiis Tnss4r of killiep is lie respx!ibll�dh Dnn, lie Oxuita;dri!d remniie leiVieg Oesiptar,whsi[emertdla lK,S!IK udtle brdka!fn, nit ud TPFl. ile ' s}pmdtltie lOD ud en fiell nem&e Tnss. adteigl�l!nsy t!e;ge, ishllmin ndttrtird s4mSMLe re!pmdl:!arm 360083 1Mtti'd2DDesirx�u!(eehCq!.Alin�seeemeathTDDWheprminsmfdtid!nn113t1ldig(erspnnlSome.Kmsliu;t(sP11!siedMnlm1SKAuerzlenmd!uKnnlptidnte.IIRMusrteusptasiftnuddntiedfeLnrDniper,TinsDeeparpan.11.11dan,ttrner,ass g451St.Lucie81vd, sd:srdn lmitsdlTo6m;ad epet4 tPv®vmlied 1p dlien:n imaleed iheTnss CrrimEapinerls lCTRs r>ialad Otsiga ,nine sfs*..a6pu!ermamyirdrap. Illopilmaedleren was delved leTIII. Foot1St. Luci, FL Blvd. (opyrighf02016A-1Roof Trusses- ArrhonyLTomho111,P.E. Eel rodotlionofl6isdoomom,inonylorm,isprosihiledwither!lThe Written Permission from A-1Roof Tresses -Anthony LTomEo111,P.E. Job Truss Truss Type Qty Ply A0009512 71381 CJ9 CORNER JACK 3 1 � Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:27 2018 Page 1 ID:TwFPOygDSNGOTwvpRattSgzhGyS-B> IFdzFjSlwQiBSmK_nzd3VQafVuTOwLXYdr?8zdlxA -1-0-12 2-11-13 5-2-10 I 1-0-12 2-11-13 2-2-13 US 11 2-11-13 2-11-13 5-2-10 2-2-13 Plate Offsets (X Y)— (2:0-2-1 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 0.28 Vert(LL) 0.02 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 24 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 73/Mechanical 7 = 134/Mechanical 2 = 333/0-7-4 (min. 0-1-8) Max Horz 2 = 209(LC 8) Max Uplift 5 = -75(LC 8) 7 = -197(LC 8) 2 = -369(LC 8) Max Grav 5 = 73(LC 1) 7 =, 134(LC 1) 2 = 333(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-74/281, 3-4=-264/955 BOT CHORD 2-8=-1167/235, 7-8=-1102/252 WEBS 4-8=-368l77, 4-7=-262/1097 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever lett anti rinht avnncari • pnrl vprtiral loft pvnncpri• nnrrh 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain fonnula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 5, 197 lb uplift at joint 7 and 369 lb uplift at joint 2. LOAD CASE(S) Standard iGe�dry-Iln:etluEEyHrrsllevfle'i-113F TIMSrsfultl ak"111 TEN d (Dp 111DNS (DS70Nj SIWS'i1f1NUWii idftli' 6Em. Yu4 snip p—gin Eadreei ales ntds Tress OW051uq(Tre, Ee N lobar .Tula ill, lililnene Sieel lihremt. Ud!ss etlenisr Win A, UsA IlliekuneNq;dhs sNila: esed6r azTDD to be!dit. lsellns DesyE Feytae(Le, Sp1dI!h Tne;.lNendn nTTOD up....Is tsuip"Wm d1NE i!diaEbal"I'mriq P.Al of!,r i1E1sisff aE:t,eTRIs leiiaei.,it, IN uil, nhrT7l. Tft Urelie as It...IErtq buns, Wdflrry Anthony T. Tombo III, P.E. sJ Esedtlis rrsssTer Eey leilliEy is fsE reslnEililaedt"�Danr.ke0.uisndu�i:Ed Elect er lke tdlliry Desiynr, Cl NEE mehddii lT(;tli3: ulth 280083 OaE:+'lx7Dnga�EdCui-Eda�.links;dodusttTDD1,11h EmtEetmlpilJnsdOepiltiglcercaEnSdEpla`Emmn{tt9;pNisleA4TIMWSlflverdutIndhapemlpinte.TP4IfEfltli'Veit:pms�:nsEagc,nuaa:Tnssoedpn,T�essoesnfoyia:nmsrressr�,�nE»E�er.nxss 4451 St. Lucie Blvd. Ekerdse ldiEEl lyoGd:megeEieptumfiry lT dllul:niE!dnl. 7heTnu DEng EayiEnrispLi Ce ld4sy DEsiyaEr,EETnss Srs':aEgh:erd®rSnliiy iJlEq!tdne0k:es netsdshndaTlll. Fort Pierce, FL 34946 (opyrig6102016A-IRaotTrusses -Anthony LTombaIII, P.I. ReprodudionofThis document, inany form, isprohibiledwithout thaw6ftenpermissianiromA-I Roof Trusses -AmhonyL TomboIll,P.(. Job Truss Truss Type Qty Ply 71381 CJ9A CORNER JACK 3 1 A0009513 1 Job Reference (optional) A7 Roof Trusses, Fort vierce, Ft_ a4u48, eeslgnLa-rtruss.com Hun: 6.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:27 2018 P§pge 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-BYiFdzFjSlwQ1 BSmK_nzd3VPOtTET?CLXYdr?8zd1 xA -1-0-12 1 4-2-4 6-4-7 2 1 d• G 3x6 11 LOADING (psf) SPACING- 2-0-0 JCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 SCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code. FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. MiTek recommends that Stabilizers and required.cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 60/Mechanical 2 = 381/0-7-4 (min. 0-1-8) 7 = 202/Mechanical Max Horz 2 = 247(LC 8) Max Uplift 5 = -58(LC 8) 2 = -420(LC 8) 7 =-284(LC 8) Max Grav 5 = 60(LC 1) 2 = 381(LC 1) 7 = 202(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-81/427, 3-4=-368/1244 BOT CHORD 2-8=-1502/323, 7-8=-1407/323 WEBS 4-8=-544/112,4-7=-340/1465 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 4-24 2-2-3 5 Ico 4.00 12 3x4 Io 4 0 3x4 il::� 1 W1 ^ . 3 I N 8 m 1.5x4 11 6.6 = 2.00 12 4-24 4-24 6 4-7 I CSI. DEFL. in (IOC) I/deft Ud PLATES GRIP TC 0.38 Vert(LL) 0.04 8-13 >999 360 MT20 244/190 BC 0.28 Vert(CT) -0.01 8-13 >999 240 WB 0.44 Horz(CT) -0.01• 7 n/a n/a Matri -MP Weight: 28 lb FT = 10% 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.OpsfIon the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom) chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide) mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 5, 420 lb uplift at joint 2 and 284 lb uplift at joint 7. LOAD I 9 aNdq-EEN:tBurgNrrexrxa'saROOF mnsur5fttEri0311Tim A(DhfflicbsUslolliftla%olCtrlEsUI ENTII;E(SeEeiNe6de3PANIeNiSpEAllre3geS!Of1Y1�lIDUe3E�AlkA(I.rtTI1OI,r.E.EdtltAtllg(gpREe.D1I1531 11 I'll ND,t�y Met w",1!e:es Ate tot esd6rdello is It WA. As eTrns Desip Up "ife,Sgeeidlt udreer),is sed at orTDO strreseds armpre;,aispd:sSleed,gtrtriq issrnsnumror It* en�,eErce sm;.etnss fgdd.,it Too Atli, Au i?i-1. Nlisp asrmprias,btseauednn:,smtmrl Anthony T. Tombo III, P.E. ud asedtds h�est4r nrrdlstop(slk,egxsllirydt'�0nes,ite0nets e.:'sdayiaf r, ik ldllirg Oesiper,ptndeddtatlt(,6a1lE ulXe bidlalsg Ale taslitl. le glntr, eltk IDD siltntidd asedfieTnss, udeEglT�i;}sR!gt, tasMetiry altnriq sldiAt rk resµisil':hd 880083 ' is'eaAOestwelfa",.AOn:es slims urEepw1htonq(NMrioSddJtat'oatles{tEsl}pNlsldFgMost sEGmsdueazed:upsmlpemse. 4451 St . Lucie Blvd. der.1stleDedlye Eenrroayedk..itm g4dpm:swhet Teemse<daEsT1 AuOtto diaddn11. Fort Pierce, FL 34946 r (opyrigli02016A-I Roof Trusses -AnlhonyLTom6o Ill, P.E. ReproduElionollhisdoeomenbinanyfmm,isprobibifedwitheotthewrittenpermissionfromA-IRaofhusses-AnlbonyT.TomhoIll,P.E. Job Truss Truss Type Qty Ply A0009514 71381 CAR Corner Jack 1 1 11 Job Reference (optic al Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:28 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-fkGdgJGLDK2HfL1 yuilCAG2bB3r7CSAVmCMPYazdl x9 3-5-13 5 8-7 3-5-13 2-2-10 0 co 3x6 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 0.29 Vert(LL) 0.02 7-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 24 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 I = 268/0-8-0 (min. 0-1-8) 4 = 66/Mechanical 6 = 174/Mechanical Max Horz 1 = 186(LC 8) Max Uplift 1 = -272(LC 8) 4 = -66(LC 8) 6 = -249(LC 8) Max Grav 1 = 268(LC 1) 4 = 66(LC 1) 6 = 174(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-100/477, 2-3=-343/1136 BOT CHORD 1-7=-1371/307, 6-7=-1293/308 WEBS 3-6=-316/1310, 3-7=-447/93 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 1, 66 lb uplift at joint 4 and 249 lb uplift at joint 6. LOAD CASE(S) Standard and rinht P.1rnn.QP./i • and vartirnl loft pvnncari• nnrrh 'cual rllesetlunlllrrsri:xt3e'illoc;rend erel N I Yu7l.Tex9a0i,f.F.rdtll96Sleli}rEY!!P!l. Ilde,s&o.ireddd a titTllo'-� WTelo¢emrr:essldl1ioWferlh TDDtal.ediL Th Mile n!mpusl.mrshpruenx!, shmury Anthony T. Tornbo llI, P.E. ed.afts Trtti4r�la11i'l1,DoreSileiNgOn aw"N ones l4`nrddlpd.rIke ldlllep Devfor,sotedrleed462RLV111, sell flit led Wit; odered RL 780083 ' nelti/it;hsf.utsQcleNt. All Wes .1.14te Uhn!1n reotmsand pd-Ims Who $064reWis.eel sdery ldvoeue."Mr1.1t'M4 Mod SKA neratunedfe nmelplesm INdeYre;3?:nrem�.ei::nes rs-0!a':?!If!l?Tlirr DlllilN,IrrirDlr pi F➢Tf!!r(9trfllS MSMe^e!!r,leYlS 4451 St. Lucie Blvd. .SEMse iaildlfe bdred sped e74e Is wffi,l lfert:es lmhei Tleinu Desip[q!eeerlslDT;h6lisdWTDEs:Per,.rT,+ss Sx?a,ryi!?erd®r l+uall uir 's�nldkms uessd melnml. Fort Pierce, FL 34946 (opyrilhi02016A-1Roof asses-Anlhonyi.Tombo111,R.E. Reproduction dthisdommenbinonyform,isprohMedwitheutshe weinenpelmissienhere A-1ReofTrusses-AnthonyLTomb Ill, p.E. Job Truss Truss Type City Ply 71381 CJ11R Comer Jack 1 1 A0009498 Job Reference (optional) S NOV IZ ZUI / Ynnt: MIZU S NOV IY ZUI-y MI IeK industries, Inc. Thu Mar 8 09:18:28 2018 Pagel ID:TwFPOygD5NGOTwvpRatt5gzhGyS-fkGdgJGLDK2HfLlyuiICAG2Y23nnCRWVmCMPYazd1 x9 i 6-10-4 i 11-1_11A 4.00 12 2.00 12 3x4 3 7 1.5x4 11 6x6 = 4 1 4-8-6 2-1-14 Plate Offsets (X,Y)-- [1:0-2-3,Edgef, f6:Edge,0-3=01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06 7-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.02 7-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrN-MP Weight: 28 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcun-ent with any WEBS 2x4 SP No.3 other live li oads. SLIDER 3) ' This truss has been designed for a live load Left 2x4 SP No.3 1-6-0 of 20.Opsf on the bottom chord in all areas where TOPCHORDBRAC a rectangle 3-6-0 tall by 2-0-0 wide will fit between Structural wood, sheathing directly applied or 6-0-0 the bottom chord and any other members. 4) Refer to girders) for truss to truss oc purlins. BOT CHORD connectio s. Rigid ceiling directly applied or 4-0-7 oc bracing. 5) Bearing?at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. MiTek recommends that Stabilizers and Building designer should verify capacity of bearing required cross bracing be installed during truss surface. erection, in accordance with Stabilizer 6) Provide mechanical connection (by others) of Installation guide. truss to bearing plate capable of withstanding 327 lb uplift at joint 1, 41 lb uplift at joint 4 and 340 lb REACTIONS. (lb/size) uplift at joit 6. 1 = 320/0-8-0 (min. 0-1-8) 4 = 45/Mechanical 6 = 248/Mechanical LOAD CASES) Max Horz Standard 1 = 224(LC 8) Max Uplift 1 =-327(LC 8) 4 = -41(LC 8) 6 =-340(LC 8) Max Grav 1 = 320(LC 1) 4 = 45(LC 1) 6 = 248(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-130/616, 2-3=-440/1401 BOT CHORD 1-7=-1679/393, 6-7=-1567/388 WEBS 3-6=-417/1668, 3-7=-642/134 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left anei rinht PsenncPrl • Pnei vP.rtiral IPft PVnncPri• nnrr.h i Gudg � rlenetlnegNr rsdenNe'4-I 17gr frJiSS(SELLFPT 6(Aklk! rE1N58 [4f; iilit5f flSlt Nliekaeeemr p!hs sIdEM asdferdx rgg fa b<edil. As eLav geslle hpsn{1t,5pe]dlp bad erd nedtlis Trestbr at WWII Is Ike res?.Okffq ofthe 0-0h O- s rds:ad eyed es Ike ' Isttta70es:r:S!ul fc7rtsn!.L'mT3 iFlnal ltdSIDD Billy p!sdeescdgdldussdtire tdl/i Wrose Idedlfa haw apedapeeu anifig irpol ien:rs Imaaei ThTnss tulpfeII—is I Copyright 02016A-1Roof Trusses- Anthony LTomho111,P.F. Eeprodmsioeofthis A it c T•Ina TerrfpdedrepuendndndeLsulltn6t,onpo!a~lar[Rw;a�l�Adluyl.Tsa>a t.r.f.idneaetivl sareee.pdesaeeniseOdd1.50111onip terser mnpmu d Ike pralssiad eg'nerisp nynsiNlmhnkdsdpsdtee smpeTnss t;pmau lire TO adp; ealuiT4l. Tte des!�a nsenpum,l¢9:¢pmltnns, nddnry' Anthony T. Tombo I1I, P.E. dls lKtirl6: adtle 6sdirw'tidndeadl�T. Tire nirghtfd Ike IN oadmfldt ese dNeTms,wd.bglmdFaq.skrrys, Istmusiu W k dq swih hveep Ok":Ir of - t 80083 {mrpd!st�yra�tskun:rd�exusnpnmtgteeTrrskrwsaempesi59hrscmldfnsddai!nsiredp,l:astespEapa w3rmstlrMener;nss 4451 St. Lucie Blvd. us spdza 6pies<rdniheddiag W¢p.sdte.os ereos ddaNfalPtl. Fort Pierce, FL 34946 is prohibited with cut the written permission from A-1 Hoof Tresses -Anthony T. Tombo III, P.F. Job Truss Truss Type Qty Ply A0009499 71381 CJ13 JACK -OPEN 2 1 `i Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:29 2018 Page 1 ID:TwFPOygDSNGOTwvpRattSgzhGyS-7xq?2fGz_eA8HVc9SPpRiUaiyT6vxtQe_s6y40zd 1 x8 -1-0-12 , 5-1-1 7-2-10 1-0-12 5-1-1 2-1-9 3x6 11 7-2-10 5-1-1 2-1-9 Plate Offsets (X,Y)— j2:Edge,0-0-01, (7:Edge,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.55 Vert(LL) 0.08 8-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.02 8-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.31-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 40/Mechanical 2 = 418/0-7-4 (min. 0-1-8) 7 = 262/Mechanical Max Horz 2 = 275(LC 8) Max Uplift 5 = -35(LC 8) 2 = -459(LC 8) 7 = -357(LC 8) Max Grav 5 = 40(LC 1) 2 = 418(LC 1) 7 = 262(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-106/534, 3-4=-442/1437 BOT CHORD 2-8=-1726/390, 7-8=-1603/385 WEBS 4-7=-420/1742, 4-8=-702/145 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left anti rinht avnncatf • And vartiral loft avnncatf• nnrrh 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joirit(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 5, 459 lb uplift at joint 2 and 357 lb uplift at joint 7. LOAD CASE(S) Standard Wndy�Pleest ticnyHrrs+!ew!le'Ad IOGr nIiSrSj'SIfIFP'16{W;lllrEl@SE[OFS111O9SfOSTON4 Enl';d:A7O1.'.f;NE�lwa. isM detysrueaders totre:daslnutiis Less Oesg Era.iy{f[kjv3!6lntrnpT.Te^r1a0I, LL Idercxe Sleat Eehre ese, Odes sBmisr sltld u:tleID{,zay 41TeksruemriCxsslilil9audh+daigefah+t!iLAseLnsDesyahpcxa¢e,5,:ullr6tlre=r,.t,:uOnntlggrepreseetsamnpmaetf4apralsmrdaywerlr{nynnllln{6:!MIE:!ottlesn:eTns€?p!n!nenemoadp,mtrrtva.n,to!pastrnNim,!rr�:ynrunau,smrt!!ry Anthony T.TomboIII, P.E. and nedtlis htts5rsq{ti!tisg is lterespn!ililihdla OneelEe Ovuiseth�iad rc9 ntle irillirg Oesi{ttr,nrknehrldiu lH,3s!E!udHe bra!taArg nle etKI.Thy;ma!dth 1OOu1ea1tidlue d6i, Tnss.ud Nkor+,simp, ibWgin udhecig shilits t4 rc!etait:!:hd z80083 ' rts{i'tar Oes!5ae: arA haa�n3�.tO nts sdodsrhTOPad I'api. larsatgeildirsdtte tnlligteupnn Sdery la:nnleaR6l; tetastdty til oad S{fAnerelneaedke{ssnal g+!tne lrrltsOrastenspea!57ies scAbnsdieTnsslnupn, lihssgn ra Fapasvasins 4aads:R!n,nsss 4451 St. Lucie Blvd. Aeduldiaetlyo6m.Megeed e>os®wtaiy ltellimes is dns. lieTnss Crsla Fa{ivm is eOT"wtlz!dar Gedgaer,nTmsSps'ez Egia!err'enrteOSy EIIrg4dael'rns nets acted tatnl' Fort Pierce, FL 34946 Ceppight02016A-1Roaf asses-AnthonyT.Tomhalll,P.t. Repioduaiond1hisdomment,inaeyform,ispmhihBedwithaNthe vrinenpermission homA-1RoofTmsses-AnthonyT.Tom6oIII, P.L Job Truss Truss Type Qty Ply 71381 FG01 ROOF TRUSS 1 2 A0009515 Job Reference (optional) Ai Roor r russes, Pon Pierce, FL 34u46, aesignLaitruss.com ttun: ts.1 3-10-15. 3x4 II 1 i -- 14 15 16 4x12 = 2U s Nov 12 ZU1 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:30 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-b7OOF?Hclyl?vfBL?6KgFh7nHtNbgDAnDWrWcTzdl x7 2-0-0 , 4-0-6 4x12 = 4x4 = 2 3 13 17 12 18 11 19 2x4 11 5x10 MT20HS= 4x4 = Dead Load Dail. = 1/4 in 3x6 = 1.5x4 11 48 = 3x4 11 4 5 6 7 20 10 9 21 22 8 4x4 = 2x4 11 4x12 = 20-1-12 LOADING (psf) SPACING- 2-0-0 CS!" DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.42 10-11 >562 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.68 10-11 >346 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 11.00 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 220 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14 REACTIONS. (lb/size) 14 = 3213/Mechanical 8 = 1747/Mechanical Max Horz 14 = -71(LC 21) Max Uplift 14 -1317(LC 4) 8 = -660(LC 5) Max Grav 14 = 3213(LC 1) 8 = 2050(LC 2) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-281/152, 1-2=-1020/449, 2-3=-10787/3473, 3-4=-7593/2364, 4-5=-7593/2364, 5-6=-7593/2364, 6-7=-446/152 BOT CHORD 14-15=-3182/8437, 15-16=-3182/8437, 13-16=-3182/8437, 13-17=-3182/8437, 12-17=-3182/8437,12-18=-3182/8437, 11-18=-3182/8437, 11-19=-3473/10787, 19-20=-3473/10787, 10-20=3473/10787, 9-10=-2364/7593, 9-21=-2364/7593, 21-22=-2364/7593, 8-22=-2364/7593 WEBS 6-9=-265/1275, 6-8=-7369/2281, 3-10=-3307/1147, 2-14=-7711/2831, 3-11 =-1 95/430, 2-13=-402/1051, 2-11=-831/2501 NOTES- 1) 2-ply tru, s to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, exce�t 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd I =132mph- TCDL=5.0psf; BCDL=5.Opsf; h=25ft, Cat. II; Exp D; Encl., GCpi=0.18? MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water 5) All plate's are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1317 lb uplift at joint 14 and 660 lb uplift at joint 8. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 766 lb down and 349 lb up at 1-2-14, 695 lb down and 31.6 Ib up at 3-2-14, 613, lb down and 285 lb.up 5 t 2-14, 419 Ib down at 7-2-14, 360 Ib down at 9-2-14, 292:lb down at 11-2-14, 233 Ib down at 13 2=14, 170 lb down at 15-2-14, and 106.lb down at 17-2-14, and.57'lb down at 194-14 onl bottom chord. The design/selection of such connection devices) is the responsibility of LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 8-14=-20, 1-7=-110 Concentrated Loads (lb) Vert: 10=-49(F) 9=-32(F) 15=-766(F)16=-695(F) 17=-613(F) 18=-100(F) 19=-84(F)20=-65(F) 21=-14(F)22=-2(F) Yeia.^:7-Pme1lmty lrpoea, Na'! t0DFT1USES{Sft:SPj,S:ilfllt lEFki Y.:060DI;iYS rOSiDkrlUtfl7llCtDVlEObY:lT'Itfa. retlt!,les y�arrtaute:"Ifni loss wMiTwss Drop fit-bI DD)c4NWoutNothlT;,t.F.10trout Sho trot pit, Uuns alit!"is, s`r"aN:l1C st" Nitttw aw batessklleFstdto tU0 n!etC:A.,!salms: Crop Fyaetp.e,Sltr,eTt'ftgixer}tle sed egw.TrD�reges,stsa t:rrtheuatlt tnhstiwss [mUrMrr reslEeEi!?igtar tOttpolv.6alllTmtitriCetepRtTOD Anthony T. Tombo Iti, P.E, Wr, tEltrlrFl, ii:ksi¢uust m, 4sfag tts:Mtts seod:U¢ acdvlEi lkitlnS5I91¢f r11%yitt'aft Rail a7dW Cxui, of D4ENSIeDt(:tfttjttlwt!!!%tt.y'utLyM%.hril lCtiFe.Ike lit of aadHt lollMlrisTUC4AI ItLI,TlestimalootI DletKlGelte!(dw,t GnE,IN�Jtli1011y.tWt"te ki$MYEE�D�Mtej #III is A3 RrtJ:161I'rQ; 180083 ' wsl.dtur Mngnruelfoloult. ttl Mts ulMntaeTurd Ct picot eslrs'�':ns�tSt E¢`tyfeat»eUSchtr l¢taias�T,t*pl s5eii.iFl ealS!(A attA::trt!'u 5eid:rtlriima.Tr41lrtats 6t EE:pssmd•�swl tarzs tlttt Ltts Ct j'et:',TitSt D:illtftraeEf ttl Fll3SilttAt[aN,O>ieie tiltr.,i rtlex0!e Geht;t e( is.f'. t r; 4451 St. Lucie Blvd. • y:.pa pry rshsA,tMl.iltLntOyt& ris�SiGtrnotojPtsiScJrwrnsSnlevEegw*dtryhlny.t.uprift.efle:asmutsuauTtkt. Far Pierce, FL 34946 (oppigbT IDIAA-IRoof Trusses RofbooylJomhoIII, P.L YbpmdattiaedlbisdcmmeoGinooticrm,4pollibisedwithouttheWrittenFursssiuefremA:IlootTrusses--AnthonytItua6u111,P.E. Job Truss Truss Type Qty Ply 71381 4 FG02 FLOOR GIRDER 1 2 1A0009516 Job Reference (optional) AT Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek.Industries, Inc. Thu Mar 8 09:18:30 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-b7OOF?Hclyl?vfBL?6KgFh7nCtOPgExnDWrWcTzd 1 x7 3-7-2 2-6-0 i 4-0-9 i 4-0-9 1� 4x8 = 2 4 i 4x4 = 4x4 = 3x4 = 4x4 = 3 4 5 6 14 15 13 12 11 10 4x12 = 6x6 = 5x8 WB= 1.5x4 11 a 1.5x4 II 9 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.36 11 >653 360 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.49 11-13 >478 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.07 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.OE *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except' W1,W6: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14 = 3032/Mechanical 8• = 1480/Mechanical Max Grav 14 = 3032(LC 1) 8 = 1480(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-256/0, 1-2=-1013/0, 2-3=-8115/0, 34=-7599/0, 4-5=4503/0, 5-6=4503/0 BOT CHORD 14-15=0/8115, 13-15=0/8115, 12-13=0/7600, 11-12=0/7599, 10-11=0/7599, 9-10=0/1599, 8-9=0/4503 WEBS 6-9=0/803, 2-13=0/1674, 3-11=464/0, 2-14=-7373/0, 3-13=0/1346, 6-8=-4410/0, 4-10=0/484, 4-9=-3447/0 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.148"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all. plies, except if noted as front (F) or back (B) face in 3) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 12 = 10%, joint 5 = 10% 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2363 lb down at 3-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00,•Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-7=-100 Concentrated Loads (lb) Vert:15=-2363(B) Dead Load Dell. =1/8 in 3x4 If 7 W6 B 4x8 = 16-0-11 8 20-1-12 40 -4 4-1-1 PLATES GRIP MT20 244/190 Weight: 200 Ib FT = 10% Ynoal flrosrtht pill retlt!r the'!'IODFiIUSSES;"SRLtr'j,EErEt711EWStdOrDmDMS(US10Nj'tU!iijX.Ct0N1E05k:hY!ew.TOffs!lapxneras of rnf9,111 it this Trns DIS111 kml{IUD)Wd a Ari*j T. Is.%Hi,r.F.Idea(!Wit Wine nt. Dt&tstEk!.istshed to!N TDD, u!t {, giTAunrfet pll@s sLA letstflwfltlG hlettiii Asulwlsce;!l3ESl ilt]EIA..Sp}]ieI'pEblR4G;; lht llGinLEjiJD ltRti�!i P3l:itd10L 0i th4pit1S!etd t3liJ!Nlig!nitID1!Y::ii1Et1 4d?NjedMiVlle likipeplGti� l'Jet!1, 1efXlril. Iht Ct1116 t11F#p"WS; Ie0T3J 16E:; 1F.?£D!!ih - A7mOny T. Tombo 111, P.E. nl oted Ahl lltnler¢rr*dsp:s#trnitesVIdthr orev, 6, Ovw+'s wlhar;tel qew soh h"Jdylkngw, Is the fkt!AtQ{,Al IKaf6e IKil twlAtl rift of TII-L 480083 ' 61IAIfllpPtslllF(OdItd1B1d1. dI!eAelftl.4..eIP Wr.FLOComt[Afi' kflOtI, odSIXrff,feeviVe14 1pul... 4451 St. Lucie Blvd. t6Aw!sefeDxdgtLenmtePtef gtaitn_5ghr; lcfhn ewdtrd. inbtu onipt Llm!isem litrtaf�l�tllerl.t: r�tla sputa Etl!xadta; ltauq. d!I wpi6Wtf t.�: atndefiud htsrlr. Fort Pierce, FL 34946 (opyrigbt02016A-1Roof Trusses - Anthony T.Jumbo ltl,P.E. Reproduction of this domment. in any term, is poohibited without The written permission Item A4 Roof Tnisses - Atthomyt Tomlin III, P.E. Job Truss Truss Type Qty Ply 71381 FG04 Floor Girder 1 2 A0009517 Job Reference o tional F Kuui F Fusses, run Fierce, rL 34946, aesign@aicruss.com Run: MFLI s Nov 1Z Zu1 i Nnnt: 6.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:31 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-3JxmTLIEWFQrWpmXZgrvnvg2pGjCPnKxSAb38vzdlx6 t 2-6-0 1-10-11 1 3x8 = 3 3x4 = T1 W2 1 11 1 11 1 1 1 1 W2 131 2x4 II 4 8 I� 9 7 10 11 6 12 5 3x6 11 3x8 11 6x12 = 6x6 = 0-7-4 3-1 7-1-6 8-7-15 3-1 6-6-2 1-6-9 0-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.06 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matri -MS Weight: 104 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 *Except` W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 2093/0-10-0 (min.0-1-8) 5 = 2373/Mechanical Max Grav 8 = 2093(LC 1) 5 = 2373(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4536/0, 3-4=-321 /0 BOT CHORD 5) Recomrilend 2x6 strongbacks, on edge, spaced at 0-0-0 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. 7) Hanger4s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 869 lb down at 2-5-0, 869 lb down at 4-5-0, and1869 lb down at 5-5-0, and 869 lb down at 6-8-11 pn bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concenirated Loads (lb) Vert:1 100 9=-869(B)10=-869(B)11=-869(B) 12=-86 (B) It V 8-9-0/4536, 7-9-0/4536, 7-10-0/4536, 10-11=0/4536, 6-11=0/4536, 6-12=0/4536, 5-12=0/4536 WEBS 1-8=-276/0, 2-7=0/1229, 3-6=0/1500, 3-5=-4505/0, 2-8=-4669/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied. to all plies, except if noted as font (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 floor live loads have been considered for this design. Vlteag •rtes;Hier[rtitt fslltrMt'Ad lfJfttOSS(SrfEltEi?.f?'lFIAt IEtkS E CXDin;lXS U rCVrtUt51", AtY DRiID'cV.rSt'tw,a rpdt ksotraatt4s at raltion t0ii loss Nip Nriq;tupolin Aftlt T.11tim 11F.E. IdtomWitittwt eSt. @s'tst a'4srio sttteteathrAtilt Ildetw ew lilt's Sidi ltmi Isr?Y It, It it Veit AS. loss Dap bjintrtis Stecs.. lq nfw me Ste it at ]etesmfmtagtna e!dap•rfelsis]gtagutttagastasii�L1!ttt fkt dts(gttl�satk itustlyi ltdake7BD tdt, alalrFl, fie itsitEnuapSeas,lsarat tlw'�ets; 44.t AnthonyY . Torahs) III, P.E. ' alnef1f41s7nslSF ertn.tiq if3!n]tws t;:rt trUt Dras,ht O.ts+sMEa el steel lr�!!6z'.IEq t�,;ga;,gfitetcl�%Pa dtledlul Dlfltt110tGd1A11f.AdlellSfEi TD�t�IA1ttP.tl16E!§C.,tE&]f!t&trV'tt9 Ce9rAW Stlti lPt,ae6tattltlxtl ltCtag eettmltN 1, Teemjp]nald@tlDBatcetfidl ]t st de Tress;ulktegSSEilvt,augl.wia:,teu anng tie0lt nt rtslasiii6yd dA ' 80083 Id015t i6lw@9'S66(1.SrttA.iitltiJinitd �,e itCi tet lFt5eiftl is ptLFidttilail. ltn tit�Yf nt(iiptsd C`esatln]nd�.Uttfres:ps,rnfl6:apa SvpEwfml itlSf ttadEiY.tt, l6itif 4451 St. Lucie Blvd. ahnift 66.dit l tahri q'atlta4n ;1rV0 41 il.11d. iij, loss DWI; Eya kh s9i he 1411n1 Dtsiix Ines sieaFginttllmlxlCct. l7 upS]fs'dl:rtf atndetuMnlFil. Fort Pierce, FL 34946 .(aprrigbi02016AAloot Fusses- Whey LTomboIII, U hiSi deaionofISisdaromb tninanyf sm,isptabibitedwitboul— the AmbaayLTomp.E,bo111, Job Truss Truss Type Qty Ply A0009518 71381 FG05 . Floor Girder 1 � q Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 8 09:18:31 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-3JxmTLIEW FQrWpmXZgrvnvg_dGjZPgixSAb38vzd1 x6 111—I 3-10-12 [ 2-01-1 , 4-5-12 , 2x4 II 4x10 = 1.5x4 11 44 = 3x4 = 4 54x8 = 6 Dead Load Defl. = 1/8 in 3x4 II 5x8 = 8x10 = 2x4 11 . 2x4 11 4x12 = 11-1-12 9-0-10 10-11-12 4-6-0 9 8-8-4 -0 9-11-10 10-10-14 16-4-4 4-6-0 -3 3 10-12 -4- 0-11-0 0-11 4 A 5-2-8 0-04 0-0-14 Plate Offsets (X,Y)— [5:0-3-8,0-2-0), [11:0-2-0,0-5-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.29 10-11 >642 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.40 10-11 >477 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.05 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS Weight: 179 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 `Except` B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WE13S 1 Row at midpt 5-8 REACTIONS. (lb/size) 8• = 3069/Mechanical 12 = 2578/0-6-6 (min. 0-1-8) Max Grav 8 = 3069(LC 1) 12 = 2578(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-283/0, 1-2=-424/0, 2-3=-7907/0, 3-4=-7860/0,4-5=-8901/0, 5-6=-1071/0, 6-7=-1071/0 BOT CHORD 12-13=0/4317, 13-14=014317, 11-14=0/4317, 11-15=0/8901, 10-15=0/8901, 9-10=0/8901, 9-16=0/8901, 16-17=0/8901, 8-17=0/8901 WEBS 4-10=-77/306, 5-9=0/1556, 3-11 =-365/0, 4-11 =-1 396/0, 5-8=-8031/0, 2-12=-4353/0, 2-11=0/4018 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. Bottom chords connected. as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 6 = 10% 5) Refer to girder(s) for truss to truss connections. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305 lb down at 2-11-10, 369 lb down at 4-11-10, 437 lb down at 6-11-10, 500 lb down at 8-11-10, 564 lb down at 10-11-10, and'627 lb down at 12-11-10, and 691 lb down at 14-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-12=-10, 1-7=-100 Concentrated Loads (lb) Vert:11=-369(B) 10=-500(B) 9=-564(B) 13=422 14=-305(B) 15=-437(B)16=-627(B) 17=-691(B) MGall•r'::esr3o!ss}il}mNWtle't?IOUrIUSSES;'SEP.ri'I, wStStiRSASttOMD TOXSCUSfOM('tNEr jifXXGdlE05411"tstra rub,+lts!yaplulo ni lead Wa NMI Toss Datp NvIlPDOiW'atr>+m}T.!at),IIItr.N''tata Still idn III. Uetu a:at!.ise ss.+.dsatse TOk, ul! TUTAwerw pled stall send lart! E It ke%11 As Ihm Dvv Etpu): Ne ad ".I Mugum's. ea!l a., 6!adsic njaIng alf-IIhhs 5xdau!a 4%-A111-Tm5 d±! dit%Mk III!, aid KI. Re design nnfoto'lsa!�E;seEMus: wildiilr Anthony T. Tombo III, P.E. acdnedAUs lassfas eayW'irgiafrrr,}tssn!dfSe D.uhGr k.uisa!ISnirrdagedertebatty kasigau,h6r radeda`:1$e IlE,delKutMa leal daildeg tt�s mditDl. lea n!ntald*welUkaat eattieU uesi de lass; udedig 4aadlag, shunt; ue4Ehx ed Xeuag sShcia Se resdassuilKu! m80083 &diurn.ti;ut gOe0Damddg1"lat Ciadfusataroagra.tddlqluitw_'sgak!ei Ire,:tiWes hNnlrrtnlm. uTest niudsys:P6ntmipSEoql-thcuals115i rat leildag Drsigay.e; TsnaSnlea raersIe!',IT n"!IhSKAdluag. st;oCaunnfihaldu!aud Agu;as daptnidmdefie.atltflit lTlFdkla. esYaestsNnrsit*etwdlroese!Sena;skes:sxr,AnsFengaEeperesadinss Naerfafru,s.laxs 4451St. Lucie Blvd. (opyrighl0 2016A-1 lout frusses-Aulhuoy1.Tombe111,PAepiodurf000tlhisdcmmeel,(oacyform, sprohihtedwilhoulTit waiAaepeamissiacfrom A-1loofbusses -AarhocyLTomboIII, P.E. fort34946 Job Truss Truss Type Qty Ply 71381 FG06 FLOOR GIRDER 1 ^/ I A0009519 Job Reference (optional) 1 W1 B1 9 8 5x14 11 0-0-0 _n-A_s.. LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 `Except* B1:2x4SPM31 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2, W4: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 433/0-1-8 (min. 0-1-8) 5 = 504/Mechanical Max Grav 9 = 433(LC 1) 5 = 504(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/0, 2-3=-419/0 BOT CHORD 8-10=01436, 7-10=0/428, 7-11=0/419, 6-11=01419, 5-6=0/419 WEBS 3-5=-478/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads,noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 41 Refer to Birder/sl for"tnuss to tnus cnnnartinnc n Run: 6I120 s Nov U 201 r Print: e.1zu s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:32 2018 Pege 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-YWV8ghJsGZYi8zKj7XM8K6CIcgDF8MP4hgKchLzdlx5 1.5x4 11 2 3 3x4 = T1 B2 10 7 11 6 2X4 11 3x4 = RZ-V 42x4 II 5 4x10 = 1-7-4 CSI. DEFL. in (loc) I/deft Ud TC 0.20 Vert(LL) -0.01 7 >999 360 BC 0.16 Vert(CT) -0.01 7 >999 240 WB 0.05 Horz(CT) -0.00 5 n/a n/a 6) Load cases) 1, 2, 3, 4, 5, 6 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 3-10 (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other n),eans. 8) Hanger(s) or other connection device(s) shall be provid 'd sufficient to support concentrated load(s) 85 lb down at 1-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD C l4lSE(S) Standard 1) Dead +I Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniforrrj Loads (plf) Vert: 5-9=-10, 1-4=-160 Concentrated Loads (lb) Vert: 10=-85(B) 11=-78 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Unifomj Loads (plo Vert: 5-9=-10, 1-4=-160 Concentrated Loads (lb) Vert: 10=-85(B) 11=-78 3)1st chase Dead + Floor Live (unbalanced): Lumber, Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 5-9=-10, 1-3=-160, 3-4=-80 Concentrated Loads (lb) Vert: 10=-85(B)11=-78 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Unifornr Loads (plo Vert: 5 Y=-10, 1-4=-160 Concentrated Loads (lb) t:. Ver10=85(B) 11=-78 5) 3rd chase Dead: Lumber Increase=1.00, Plate. Increase=1.00 Uniform Loads (plo Vert: 5-9=-10, 1-3=-160, 3-4=-80 5) Provide mechanical connection (by others) of `Concentratted Loads (lb) ms n_ — W4 10 i,6 a. i t0 I PLATES GRIP MT20 244/190 Weight: 60 lb FT = 10% Standard Vert: 5-9=-10, 1-4=-160 Concentrated Loads (lb) Vert: 10=-85(B)11=-78 i kna •Pisa>eP!ntatitP[al...tit *4 1 IeJrTIUSSISrSEttT_;;.WSYst irmt 9Yp?113Yf;RCN;^tNFI'jt(CYgt tD•elts5f";iq Gnfi.kdi Prres#s; ndsaslad!saeHit rnss W:ip kegiq{pU3cd a:?e4aq t.rsaia N,Pitsfvnn iiadl!Ln nl.'ic'eut3rrist sh+.ef mSs ic•O,vdP ii8elttatesktliles ttt!l le asedhrPsiD;hktdid lsatass Des:w ray weer{It.. SPetalrOP:vootstolual lUU mrtsms m anIt"0as Cs rolsiaa!ta7itn�tesrcav'r-5,rhs M. Wsigad/sa to;!tisass d:Pi3e9ea3±1?MJ!,11, ruwTfl..N•sills nsaar�!.m,otj Wetieas:!e!�lih Anthony T. TOnIbO lli P.E. t~ ml ntlps; iatsslat erGi;raPismiposrgdlh llw-st,ht Dowsaa!in,sel gntaAtrr.S.aY rnapntt4ctews ra Efil U tedktlatslti!isg id�aariPl.I, TPt 61—loft! all aalSitirtselise inn;iaehdmg wlat shut@ a.1.1scs¢d 1,"I sill It tat elrovids , e me karat r4iipaa al rada0'me. lnmiaafallsfie Wi!ortimtsaI.W."iddata:Gxrfa>»uea Said!Iaraatsa(orit:SYshi irlll WR[IaI(dxartltM prodRn jedw, lttassBtn;ptsmi ttol 4.4tsdye tmsus!m, rims top Opens sl ba80083 sNudsCrer,mttss St.008LUCi3 Blvd. e -41 kP dkyl 40t!9evedipsh Wisp 4 ci Patin imiett !items Desip Optm 4Ali Pit 1.1141 Nell ea?ttss Salta Ey'atrdagktit: y. AN ttpltl+e:l Inasat aflads 1M 1. 4451 (oprrig6l ;tOliiA-1RDD11russes ArtboarlJcm6uIII, P.E. Aepsedaitinuctt6isdnsumsD6ioan�lDrm,ispsddihiladsrilhoDtihnsrtirleapesmissivalrcmA1101Uusses-Ant6anythwhIll,p.E. FortPlexe,Fl 34946 Job Truss Truss Type Qty Ply A0009520 71381 FG07 FLOOR 1 1 �' Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:32 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-YW V8ghJsGZYi8zKj7XM8K6CKjgFZ8MF4hgKchLzdl x5 1.5x4 II 1-11-10 1.5x4 11 1 2 3 STRAP TO GIRDER WITH LSTA12 STRAP 1.5x4 11 1.5x4 .11 1-8-3 1-8-3 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 0.06 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MR Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss ,erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 95/Mechanical 1' = 93/0-2-0 (min. 0-1-8) Max Grav 4 = 95(LC 1) 1 = 93(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other . means. LOAD CASE(S) Standard h�EIEhj •Pi:Jit:'3f!ta}l!(StB;fti Ike a� i ugT-egS$IS, $:ik:rl, �REeA(T:tBd$ t (odoTi6NS:litAY ^WtEi",,iSeaOdiko5Y;41"'Eftl. TtaTyd{[I�prtat3xSttd fttd WtS RNi51fE116t3iT4 vfry{1gol Gd:t! t.F.°':t9( T.6a3t oi,ti r�tretC$3ttl kttitt Ef!. �`.et[ A�aC'i'IS! StE'td W'dt T;-0,tBIJ Klitt (P9SfM fldts skCl kl KEdk[iit l6 hRt Baffd Es ITm{kip Sdy3ttrl< S{tti.all EjiifnnS,lptStotts say TodupstSf at Y34+lbDD4'A'.[P E"itC9 'p9 fstmee wlat l dytn[Ike d?iip Etli!itijIt Trc1514i^}deethlM Bdt, elf. IN, r,filip else mi, kessey fE"l'ltE; lgr&M, Anthony T. Tombo III, P.E. of -It owl T.Ss Is, ofWA; ifbflsfEgS'I'.'hdfifcm, fit t1>Et!s"itn1dEgtD.t elbkligklivarjah'allue, a Its If( (ilefdit2lkEl i}11d1A1iC�44tiPI�t,Tt:EtPifitf��'.Ti'+tEt6{6tt{iFlfii$!Tfi{f; iM�Ad�}+43E$tAr, SIJ16�E �L'Fi'!t£�1?H.113 SIin'1t At.PSti3fitil'iA a80083 t2fif,TdH9oui}9ft.d:tEnt-W.14wtssflisigi}Btd EGdfb@T!tC,Wlkdt4m,S:Nf&B�:eY��4.{jt&SeDBtd$AiEift0itt8:Y'Xvt('.Sgp}atikdirT({fAd${irttt[FfRE(}diYtPDP:Ei�id4M1t t=TldilAtSrit[fi�J9[611_.}fatdtAil9lhtttFS[ f3'faNe t:aEiY[IjETEj3Etfi:lai}A[f$tiaBtLfiRtt,MltSf 4451 St. Lucie Blvd. dtt"i:t dr.# kyi Cwhzl Eel .I. it i.untj0 Wits"ntIfei.i!ehms6tsi$EEty'rttsrIs 681 fit ddtd"u1 ksijurx TBmi$;ntnafr!E}wdl"ksiICIE}.dii [Ekihlu>s rt[as mt es d¢fietd itTPbT. Fort Pierce, FL 34946 Cepyright02016A-I Real Trusses -k1hony1.Taisho III, P,E, lisproduttionofthisdosament,inany farm, is pabibited wilhout The wiften permission from A4 Roof Trusses -Alithony T. Taisho III, P.E. Job Truss Truss Type city Ply 71381 FL01 Roof Special 1 1 A0009521 Job Reference (optional) Ai moor Trusses, tort rterce, FL 34946, design(aaltruss.t:om Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:33 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-oi3WtOKUitgZm6vwhFtNtKIK_4SItehEvU4ADozdlx4 1-6-1 3 4-8 4-11-6 9-5-0 13-10-10 1 6-1 1-10-8 1-6-14 4-5-10 4-5-10 8x8 L 4x8 = 3x6 II 4 F 5 13x4 = 2 3 3x8 = I T2 W W 5 c d6 I 12 Q 10 9 4x10 8 2x4 11 11 1.5x411 1.5x411 4x8 = 1-1-7 1 6-1 31-8 a_�_z Plate Offsets LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` T2: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 7 = 786/Mechanical 11 = 982/079-4 (min. 0-1-8) Max Horz 11 = 63(LC 9) Max Uplift 7 =-329(LC 9) 11 =-478(LC 8) Max Grav 7 = 786(LC 1) 11 = 982(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-276/141, 1-2=-724/448, 2-3=-724/448, 3-4=-2035/1468, 4-5=-2118/1575, 4-9=-373/378, 6-7=-260/245 BOT CHORD 10-11=-493/724, 9-10=-493/724, 8-9=-1471/1930,7-8=-1471/1930 WEBS 2-11=-743/627, 1 -11 =-570/948, 3-10=-610/505, 3-9=1159/1468, 5-7=-1838/1406 CSI. DEFL. in- (loc) I/deft Ud TC 0.80 Vert(LL) -0.11 8-9 >999 360 BC 0.62 Vert(CT) -0.18 8-9 >810 240 WB 0.76 Horz(CT) 0.03 7 n/a n/a NOTES- 1) Wind: gqSCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)1 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & IV WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live IQads. 4) ` This truss has been designed for a live load of 20.0psf ion 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 tol girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 7 and 478 lb uplift at joint 11. 7) Graphical purlin representation does not depict the size or'the orientation of the purlin along the top and/orlbottom chord. LOAD Dead Load Defl. = 1 /16 in 3x4 11 6 -- Wi j --- — 7 5x6 = 13-10-10 4-5-10 PLATES GRIP MT20 244/190 Weight: 71 lb FT = 10% Ynaap F:emttiaR pillda�esk'AS[ggfIIUSSES{S1.'.i';, 5E1Etst 7FUA4tfCNPf17N{CtlStCN;'Wrfl'rtftlNl(OSStf5rhla. resdr6apr sumstatlaluas»this loss Cesyr C•esifE;ICCiMS!kE§aryT.Itade IH,t.f.ItrNut!Stott {slit Ps!. U!ltsst!Snviu venttslit1C6,0 1,, Niitttwaeakr Aides s¢e!I to etdhrfittgC h tx aPsid 1s tlrzas Ces!pEapi3ur(i.e., Spr:!'ginpatn},tle sedeacay Tr If1Yi2@S 90EaepiOtaR dPp?iltltiCapEPpPJSt11PglttpWi7d!Ip1t! dedeNp r1Hi P3pIt I3PES dyiUdn9ti?C raft, cedar 1N-I, lit desipa naxyRL kafisp vGiePt;?a?x3dih /dratfr ftil irat!ti1C rnpd ii tl5 CS1i><f:: fEtia Cr'P!t,r3a Cxue9 M111ildr ttIRE;r.1 a rryE:. ;,Ie ht,salul dth SIC lit adllt lad 1P11 lath 111.1. Tn gpnralddtiCSudeP fieidnee`dt crass; ua 1Rtlr.,Sbe r; sss'idit!etd bnu �4tll ha s+a ns asihil'pP! Anthony T. Tombo I[I, RE, ' r p f r l p- p r 80083 br kilfvp Cstiper Mrtenadra. AA was alanetitI7WNy"eas ecdprda':usddrk:l ayCaTI—Istfdl atom0001) il:shi is III td WA atldmwif# posed p inia. III lam-sts,i!ilca!ihil_�aS Md41ts tititNit goys, lartl Cxupafyaaf MTHSt 118ra1rd�ae,ltllYSt 4451 St. Lucie Blvd. riha.ise de5uliptrwaal rptd gait neagit 0 p oesgtaltd. sit last Chip Urety is ltll lit lalh#DaipxxTwSnifa Eat Pt a A lap 1416ap. Vanpiltlild ie•,at at is that is lrai. Fort Pierce, FL 34946 EepyrighlCrgl6A-iRoof rtusses-Anthony i.loathe III, P,E, Repleductianafthis dorument,inany iarm,ispsabibitedwithout she suinenpumission from Ad fool busses - Anthony Liombafit,P.I. Job Truss Truss Type Qty Ply A0009522 71381 • FL02 Roof Special 1 1 ��• Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss-wm Run: 8.120 s Nov 12 20i r Print: 8.i20 s Nov i2 zui r MI l etc industries, inc. s nu Mar o uu. ro.00 cu io e I D:TwFPOvgD5NGOTwvpRatt5gzhGyS-Oi3WtOKU 1 tgZm6vwhFtNtKIlm4TotbaEvU4ADt 1-6-1 502 = 3-4-8 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` W5,W3: 2x8 SP No.2 W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD ITigid ceiling directly applied or 5-10-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 715/Mechanical 10 = 918/0-9-4 (min.0-1-8) Max Horz 10 = -90(LC 10) Max Uplift 7 = -296(LC 12) 10 = -457(LC 8) Max Grav 7 = 715(LC 1) 10 = 918(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD ' 3-4=-2196/1661, 4-8=409/455, 5-6=-1727/1287, 6-7=-636/586 BOT CHORD 9-10=-987/1335, 8-9=-987/1335, 7-8=-260/312 WEBS 2-10=-273/275, 3-8=-780/928, 3-10=-1440/1181,6-8=-1040/1434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 4-11-6 4x8 = 1-15 CSI. DEFL. in (loc) I/deft L/d TC 0.94 Vert(LL) -0.08 7-8 >999 360 BC 0.53 Vert(CT) -0.17 .7-8 >803 240 WB 0.96 Horz(CT) 0.01 7 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 12-7-1 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 7 and 457 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Deft. = 1/16 in 6x6 = PLATES GRIP MT20 244/190 Weight: 62 lb FT = 10% it,"-Kiw'fir"lfndcafWA11C�2£?ASSES(SEtiEt;.�9NtTTT!diA(Ce0;P9YS:CfiCY('pPtl",�d;Kt�At[OSkS51"rra. rnrfr lFs�are�saerus tci Ini veils cetkit'nu Ge:ip 6rrir?;;DC�,FalS:lt'dmTT. Ttale Oi.t:.IGr£aie Sagt kfvr psi. altu snxisF StCFIFaNPD,Fdr fluTeteaswda pdesstu7 ie£se!(atNli_'hle£cA As afinis N10Sues,,c, Syirk! Egwril;Ue"eine6I Nl';psarsio 11te'6pdnrF e>1wa3g rtrpsedLVI" Is- 6si£d.'X smblinst-11davoliMM!,did IM.Th iufp urar.mo;Anthony T. ToEnbo III, P.E. alesedldr lr£Ss fit myNzal lsth"Iforii:?ldhF o+sne,he oxws mitr;tel qed Fitts A:.gt WItiar,4h,w1e,691KAI IK adN tail Am1h3ptideml lfld, 80083 ' tivhlliyWsipvnlAsaaneAAadnsel£day:llvnitbPEFeCtefeNTY.6£is4tidet£Axa'jT&Si£ud$detpldHStiatii.V)p'+3ltleAt!THeiIStlAtttfFTNeet£T?%tF2ldtri/IXe.i!I.SldA3r6lrFrtibdiT_£rWAI£L3rd%eTR££Cit�tltf;inrlCFL¢T/;tF£Ffi£A?tirtNndiQ#te,mle:s 4451St.Lucie Blvd. rheF.uldwAhe Genaa SpeedFpw id+r°qtT s�{atin ie!d!el. IDeLuss oesig£hcaxer is Ag?ret ldldigEk:ipteGE"TI£IS STneR Eq'.ttw Flmtrilll£A,Aiteyifaliiel l3i!ll wr /r ldRer lB ITfT' Fort Pierce, FL 34946 Upright w2016A-1Roof hisses - Anthony T.TombaIII, P.L Repfadutf?anollhiselemental, iaany [aim, is prohibited wilhouthe written permission[rem Allout hosses -Anthony T.lomba111,111 Job Truss Truss Type Qty ply 71381 FL03 Roof Special I 1 1 A0009523 Job Reference o tional ., t �00! i i SSeS, rut s MCItx, rL o u-so, uestgnfwaitruss.cwm Run: aiizu s Nov 12 2017 Print: 8.1zo s Nov 12 2017 MTek Industries, Inc. Thu Mar 8 09:18:34 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-Uudu5MK6oAoQNGU6EyPcPXIaEUiec7HN88pilEzd1 x3 1-6-1 4-11-6 8-5-1 11-6-15 1-6-1 3-5-6 3-5-10 3-1-14 4 3x8 = 3x4 = 2x4 11 2x4 II 3x6 II 5 6 1 2 W5Fvg Li W3 — 10 S ° 8 48 = 7 2x4 11 9 48 = 6x6 - 1-1-7 1-6- 4 4-11-6 8-5-1 11-6-15 1-1-7 -0-1 3-5-6 3-5-10 3-1-14 Plate Offsets (X,Y)— [3:0-1-12,0-3-0] [4:0-2-00-1-8] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.09 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.14 8 >860 240 BCLL 0.0 ' Rep Stress Incr YES WB 0161 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 54 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 4) This trus BOT CHORD 2x4 SP No.2 bottom cho WEBS 2x4 SP No.3 *Except* other live W4,W2: 2x8 SP No.2 Ic 5 `Th• BRACING- ) 1s tn,� TOP CHORD of 20.Opsf on Structural wood sheathing directly applied or4-11-8 a rectangle 3 the bottom c oc purlins, except end verticals. 6) Refer to g BOT CHORD 7) Provide m Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and truss to bean lb uplift at joi , required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. LOAD CASE Standard REACTIONS. (lb/size) 7 = 633/Mechanical 9 = 834/0-9-4 (min. 0-1-8) Max Horz 9 = -91(LC 10) Max Uplift 7 =-265(LC 12) 9 =-423(LC 8) Max Grav 7 = 633(LC 1) 9 = 834(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1258/953 BOT CHORD 8-9=-1617/2077, 7-8=-984/1105 WEBS 2-9=-399/486, 3-9=-1973/1596, 5-8=01257, 5-7=-1116/1024 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 11-5-3 zone; cantilever left and right exposed ; end vertical laff avnncari•r',-r: fnr mamhare ind fnrr•ae R ' Ynaaj Pltssnis!selilT rerh.Pa'A; IODf tIDSSE4(Sl:a?, eiXEtsl7lpS t ICNOTIJaS tP;TDN(IURI1tiCtjiliD-eYfS kiTettmt2e ylefes sttA to ts�htStlD4nle tdit SsalnsdDeicta�ter{it,Stet�!Jigattsf,tlesMute7R9!egtt ¢d tee A hl s Ints ht sJ CxSizp is tot re;pas'A!ay d de D ttt6 pt Orett't stltrr: t}d qN w :t Ir'd4g ths:,aK, h tit tC<}Y, t!t laifuyDttipsts at! Geha]sr. lU atks stl Mu titTDD etdthyneus ttd ydk sta9s{aIGyS�ynFtt SdFtq hftrasxa tivvx;st dt'atdlJettahxl eptd tytreh ai'sg6yc itliei h!e1Rd. tit Dist D'Op l1S 5D1 lit 1¢tdoy Desigtr,e! T:o. ti„w tepyrigbl0201dUReal husses•Anthonyt.Tomball],P,E. Peploduuionaithisdemmtm,inany [aim,i has been designed for a 10.0 psf live load nonconcurrent with any JS. s has been designed for a live load the bottom chord in all areas where -6-0 tall by 2-0-0 wide will fit between lord and any other members. rder(s) for truss to truss connections. echanical connection (by others) of ng plate capable of withstanding 265 tid!lts:ppxtsetus ul resd xtesx%B Ttxs Drlla[.exity;DDial tx eb!tosy T. haithi.tF.lt`tretttihetl hbte est. Ccara!arrisesMeden3eID0, sth, t�tt ot8tprdesszxs ta}'atnhptntas!1'3Jh! A} Atsip d � tnylt itrt dyiaedn�elDDteh,tdtr RN, Tte duirtssny+em, (s�Jae:?ets: sra�!ih !e 0{tadS4t ttttlyxdtal telemdi&I. lit Spoil 01.hlDDud ailiddtse Oki Too; WW.3.hvilul, rtvey Sid it ni nsw 4kf e. LtetdtJi%t}i S!U Bt IFiNtMtlh'.i dytidaau. Ml PmbttF!rJetdll_}tat[ M.II4Ttetshs.p Ttitf Dtuitll�aeE1 atd irtsf Nnehaav,w;ess E.mvtlan, NifDty,. AilupDtlittikasatnd¢DetdielOd. Rid willmat tk written petmissionlrom AT led Trusses- Anthanyl. Tomba 01, P.L Anthony T. Tombo III, P.E. 180083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 • Job Truss Truss Type Qty Ply A0009524 71381 FL04 Floor 1 1 tr Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:34 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-Uudu5MK6oAoQNGU6EyPcPXIWRUnScCJN88pjlEzd1x3 0-3-15 2-8-8 i 1-11-4 1.5x4 II 9 1 6x6 = 2 2-5-13 cad Load Defl. =118 in 1.5x4 11 5x6 11 3 4 8 7 6 5 3x4 = 1.5x4 II 5x6 11 3-1 5-6-11 7-6-11 8-6-0 3-1 5-2-12 1-0-0 1-0-0 0-11-5 Plate Offsets (X Y)-- [1:0-0-0 0-3-01 [5:0-3-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.19 8 >512 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.31 8 >311 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.08 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Weight: 34 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS. 2x4 SP No.3 "Except" W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ,[vliTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 439/Mechanical 1 = 439/0-3-7 (min. 0-1-8) Max Grav 5 = 439(LC 1) 1 = 439(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-252/0, 1-2=-552/0, 2-3=-552/0, 3-4=-552/0 BOT CHORD 6-7=0/552, 5-6=0/552 WEBS 1-7=0/598 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. Yvcy P'nuCu!tcf l2ttR.6e'i`!@)f❑USSR;Sil!:t';.'rlftstiailStfoeUT3US.h116xrWtEi"lflsOYl[D5keTlea. Tvd?4s'-,PTnaNnstel red eats to 6Is 72as Dop Dwal W)isal9tsclal Limit Jr, 11. Worm! Shtl Idut me. URt2s t!kvxist sMtEa3t lr0. edY Mir matt It Anthony T.Tombo11i,P.E. ttd e2eu!USlmsht eaTSrifi-eTis"ventpafi>4ryd!frt ow,6eb+ttitse21er2dogeNv»a&f3eq hsiw'hkt wtaf!Rttl{ltl{td}tt IN9I>3f15egiiCtQAi1fl I. ritifpgil drtON Woo, NJF2eei At fevt;ht4:xl snoul,slpgf,L-Alle5ncsslkra,; skill it At mlasrul?10.. 480083 ' Yvi.ilsiet L4tifew me GN!tatr. AUtma iN to e:te1¢6CKde rifts eill jS fsdT. to Sift ft fifi, 4451 St. Lucie Blvd. tlkteue kRtti kfsRehTl ePud ryes it 'g61ei Iits N!drd, its lnss[nvp Eey!atttlt t9i6t SeiI1rc56nipa.t!TtmiSnsea[g!otvdn, NU6eq.lisgi61ie1 L>So2wtadefad itlPFl. I`=Pierce, FL 34946 Uppighl0 2016A-1Roof [tosses -Arhoa 1.lanolin III, PTRe icdortiva of ibis duumeal, in any fares, is prohibitedWheat thewriIIea peornissionfromAdlociTrusses-Anthoe 7.Tombo111,PE Job Truss Truss Type Qty Ply 71381 FL05 Floor I 1 1 A0009525 Job Reference (optional) .�+V, Uesaryrrlwa I sr uss.wrti Run: o. izu s Nov i,< zuT y rnnc 6.12u s NOV 12 2U17 MITek Industries, Inc. Thu Mar 8 09:18:35 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-y5BHliLkZUxH?Q3logwrylgiiu2iLevXNoZHHgzdlx2 + 0-3-15 2-2-15 1.5x4 II 1.5x4 II 9 1 6x6 = 2 3x4 = 3 4 T1 cc W1 W1 rW2 ■ B1 8 7I 6 5 ` 3x4 = 3x4 = 1.5x4 II p-3-15 2-8-1 1 5-3-2 5,4-14 6 4-14 7-4-2 0-3-15 2-4-11 2-6-8 0-1- 1 1-0-0 0-11-5 Plate Offsets (X,Y)— [1:0-0-0,0-3-01 LOADING (psi) SPACING- 2-M CSI. J66 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC Vert(LL) -0.11 6-7 >754 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0[95 Vert(CT) -0.15 6-7 >555 240 BCLL 0.0 Rep Stress Incr YES WB 0!33 Horz(CT) -0.03 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -A' P Weight: 33 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - REACTIONS. (lb/size) 5 = 380/Mechanical 1 = 380/0-3-7 (min. 0-1-8) Y Max Grav 5 = 380(LC 1) 1 = 380(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-614/0 BOT CHORD 6-7=0/614 WEBS 1-7=0/685, 2-6=-679/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards, LOAD CASE(S) e+— A -A rf=g-"c'ftcr t(rerlt■ Ito 'A! ACOMU1SISIs, —'p utNkMS t iCag7i8MS(@ItCYrtU!!i'd((t7tttlDbkll'[ae. rerd!ll:;�pxsaetes al retl eater reMis Lrss g!stTn Gr:ier{NWe�f:ae tsxmP T.(omblP,t.E.r!@uaeLleet kbreass. �sstaa.ist trstel mffitICD.rd! AlTa�txrasskmAtieEhswtganre!e,aAsrT2asberip.ofsea..yrill, near esrytaLafisi'deecezr�aeer�7respaskah!"a{esipd ntleTms3a da�l6rd.rH 114EI!!isysnua skaTae€5e[sse rt. Anthony T. Tombo I[i, P.E. Wuedlls lass Uri 6t store hiSed@r C■e!bfie gre!r't ieL`ti¢e!i nr"kx{rS Cti g6f,tq sl lktCBr lKradfialuel radio et!!aWit4l, Tfti9Pmel atGtiC3tel eet litbesxa`: @t roes, lu4esr:axtliq rtu[�t,S.a:dissel kanP rtiU le bt re:piukil7d 1 80083 lii IaidVr4efyeefq!hdrettf. AN ei!er sd A eefnMoogdirrra t6drYdF 3i0.e1):frt.=e03(at..0sedf IklorZi'Li(1:STijJtLLkdt(Til IR3 SKI mleN:Me4fYPoeril14hxt.1°Itde!M.Stieleryetldlr.':itr midAm tlsli(eBir"vFi:§9ri', 11ti1 gtNjarlrlMH iefT9rt N96f(tt':>U,kdeSe 4451 St. Lucie Blvd. ip ryw it m� k s pots nnNd. hUru ge" iRe■tu de:`erA lti(ahcl eti � y ! srrae Ey-�e!r 1s E5t fieraltBy Pes�pvn:i!nsSnho rq��dnrteary. L!gi!alanras er!es arim!lnTtFt. Cepytight02016A-1loot Trusses -AatbaayT.lembeRLP.€. Rep!aduniooattlisdamment.inanyfarm, ispmdib@edwilbout II The rrti7teapermission from Ad loaf Trusses •AalAanyLTomballi,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009526 71381 FL06 Floor 1 1 y Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:35 2018 Page 1 I D:TwFPOygD5NGOTwvpRatt5gzhGyS-y5BHliLkZUxH?Q3logwrylgiYuGVLjkXNoZHHgzdl x2 0-3-15 1-0-15 I 1.5x4 II 7 1 5x6 = 2 6 5 3x4 = 1.5x4 II 3 4 1.5x4 11 4-3-0 5-3-0 6-24 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.17 6 >398 360 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT) -0.22 6 >304 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.17 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JvliTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 312/Mechanical 1 = 312/0-3-7 (min. 0-1-8) Max Grav 4 = 312(LC 1) 1 = 312(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-292/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% istnsay i:`mse to 'A.] IP3r US51511.'itEG4£IA[r[t4St(Ge0.`iIOYI;k31CY;'sllsgl"d[tt86t[D4 rl`5r4ra. TwIttlss:alselNesndreed vdli it flit kexiey;dDptd(u4 zg1. ieaM lR,rf'Is4ttnr. Wit10tns. Lt`ess F'se!*•;q srtkdmtlsTGD,sd2 Nitetmve[roegldes sb8le.sedftr6:IPC Iste ssiA Asnlooltulpayagasi !ertxds 6ssp dde sbgle Tits% igi2^edr.W'5#g,, Wit 151• [ttdeslgsns.ftY .aofq eltns,se'#.M1ty Anthony T. Tombo 111, P.E. ¢I aeHslls TnssOr eay g<idzg is:zrursasi4;?rydlhe0cetr,fieCuss'sr!dni:d eyeelu;er!3iy:Ks.'ysx<hfis st¢terdltt1g4t1e 1rtdDa lnvl7rlidisg sods®dirld.it±gpssJs't¢a17 sdasfieU aest@e Tnss;rcs!azg9as0u'. sloeg,iesa�eoa sd t�ac3 dv11 t:P::espunii^g s{ 80083 6111"rngPOP" ofrmealer. A!Smsesutedu',,,T2 0igs:eustalt s'in'i&E tgfridss'oSeksylemaziaWSQPSU 11,MWSICA.idenvilfi;gme:dgodm. UPIftssii,tol IitGoalbondb,DotCvs:maifj—CevysIegieeuof',ms,Wits 4451 i Lucie Blvd. sdu.i;sde!ixdl;sGehmt egaedgmie*reiagty ai g�fiesinetsed.ile Tuss Design 5pemsisM6e 1e111in Pesiresr.a lmss sysrm Esy:mrel lithAfini. AIsgiASfs:l Nsaf as as lefinel is TP: i. Fort Pierce, FL 34946 Upysigbl Z) 2016 A-1 Roo[ hisses -Amboy 1. lambs III, P.F. I tpsedofioo ohbis duumeot, in caj [aim, is prohibited willmunhe wr6Een peemission from A-1 Roof Duties • Airway LTombu lll, P.1. Job Truss Truss Type Qty Ply 71381 FL07 Floor 1 1 A0009527 Job Reference o tional .. t t.00t t t ,,,c,, ruts rre rsx, rL ow to, aesl9n`a tlruss.com Run: i ,zu s Nov 12 2u1 r runt: 11.12U s Nov 12 21117 MiTek Industries, Inc. Thu Mar 8 09:18:35 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-y5BHIiLkZUxH?Q3logwrylgmAuG8LjkXNoZHHgzdlx2 ' 0-3-15 1.5x4 II 1.5x4 II 7 1 6x6 = 2 3 T1 0 W1 I W2Ci —i B1 6 5 4 3x4 = 1.Sx4 II 1-9-10 3-1-2 4-1-2 5-0-7 0-3-15 1-5-11 I 0-3-8 1-0-0 1-0-0 0-11-5 Plate Offsets (X,Y) - (1:0-0-0,0-3-01 I LOADING(psf) SPACING- 2-0-0 CSI._ DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 043 Vert(LL) -0.14 6 >403 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 02 Vert(CT) -0.20 6 >281 240 BCLL 0.0 Rep Stress Incr YES WB 0,02 Horz(CT) -0.08 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MP Weight: 20 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 253/Mechanical 1 = 253/0-3-7 (min.0-1-8) Max Grav 4 = 253(LC 1) 1 = 253(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6, strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard rivay •Prose fvtE:pity rtdtw tst'A1 r6Cf lOSS6r58EEi „. cKut 7EWS t Y'rd: heoly attar of teat nits te&is'tm 101, lxtrur;;Dl9xsi5t 4e *IT. Ttale LIT.16rxe stettidot nt. 6dessoWif atidtaN TLWY 8ikt,tsse[ttlidts 5611Yerdla5ei$'hhtdiA lstlwss es sFg3ur0i.,SletuiyFeg;,tu,L 1lt udua109tedesexsw Ysgtoad�!rsstM;nitayatnap respasibdtM d!Urindrit imi=Tmsi�iedtadeTEg tdr,,rami. ratitatsxtttt:mot: �Fe.aptw.: t6t, tata�m Anthony T. TOmbo III, P.E. tt/tseddis loss Hrar rtyistEtrespeas!aydist Ceta,ftECntr's stdtrndgatu.tlti'S,y Bef.,�ea,B6e Ftesdddtlil<tle 6raitle lnd 7nitup«it mdirld.7ls rspuddSt100ed uY titlltttdBtTnu;uF'ts`ag AztdmT sbityeszidiu txd6=aop sidlit assespaasniLrd R 80083 ' Ctbiliig0nipwnefeWtnFt.lJlu�ssdMd�itiCw6Utprtewstd�r€tatsdt4tk':tropEutttmsAFtgfdttnm:mp3:SCp�i�153IIt±jIWiNlttiiFfNttFti�+pFi'P:'tl�tilEw't. Rill�Mst3ttEtpit]I:iI::nOiI�4t5dSet•ftiCEi:CJl4,'.Fn3r'tdj#EltgtaAdltf3SNfHEiFLtt,taless 4451 St. Luele Blvd. dltrai tte'Atd lyt[whtd epx(tpm itni`g6y¢Ypalits isttE!ee. E4 Nis Nut, is 1011st 1014y[eWpffx 5sss sysse Ets;ttc day8tafitp. lg upistlud ttsaswnse¢fitd itifl t. Upyright02016A-] Pool Trusses -Anthaay1.Who 111,F1. Aepsedu:tionelthis do;umsos,inuayform, ispsoA�itedwithout the wtivenpamissiaeItem AIfeel Trusses -AnIhauy1.TomhnIII, F.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009528 71381 FL08 Floor 1 1 e d Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:36 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-QH IfW2MMKo38daeVMNR4UyNxtHcH491 gbRlgg6zdl x1 0-3-15 1.5x4 II 7 F 4 1 Sys — 1-3-13 { 3 1.5x4 11 0 m 6 5 4 3x4 = 1.5x4 II 0-3-15, 0-11-5 1-11-5 2-11-5 3-101-5-9 0-3-15 0-7-5 1-0-0 1-0-0 0-1 Plate Offsets (X Y)— 11.0-0-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.06 6 >706 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(CT) -0.09 6 >481 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.04 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4" = 190/Mechanical 1 = 189/0-3-7 (min.0-1-8) Max Grav 4 = 190(LC 1) 1 = 189(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard tYpe vg peme tnssylr nHsw tie' 131U9FTIUISLrSct47:6iIfEHl7iTY5 tigsU;A7Yi rUiidN;'rU?[t jtrttpittEU53?:11'hra. tnd.ltsmr»aeus nd rest tells te sais'ws Uesys [rerieii UUlexlht erimf i.itah IL.t:. i?`.e;eee 9eetlttau tee. Ude1a'aCxis? s:.edmC? IcO; ply Niitbssaethr rlsies shlt 1, sidl ,leihh?dLLbow's ressaTreiseer{it spso 4V.413e led it my 6'd itrims no.fit to t, prit.O a`tejs iq Anthony T. Tombo 111, P.E. utnedldslossfsr art>l ss*�. n;pasn et Gs Cxa:, 6s owsss3aiint geeta46'EzF kqw, h he twig. 0n?11(61 W elfh 1.0),Utt; ledtC ru.na>itsessletlblgeel P1 bell esto of Toss: h WAJ Weg. shur;qusk' uadknoq 6:11 it me sesrasutln a .�80083 t4etaUhlPsirssesmtimrasrt. AAstlessdsquT+ei6 ate{ncusudrvifsssdHste:;6etrempvsdsA:t,lefemC:ca([(ii}fsllsasti.Toe¢dshlasest'xtto!!s:rex;drsilute.lP4?d±'msiies?sresv7B'issmtlanol eL•rsshs.Hsu*,FnuAes�preresuwdiressNuefsGru,saless 4451 St. Lucie Blvd. met.!sttd�ntta>oatgtet�h. �garmhsha?d.€teToss[uipft5i?atstpiritlaithrUsir?t?osss;sleafater:slmhfitr.tUmiisahlle;ssa?esdfiedh7r41. For'Pierce,FL 34946 Upysighl 2016A4Realisusses•Antbonyl.Tomb,111,P.E. Repraduttioaoffbisdammeni,inanyform,isprohibitedWithalthemit?eapeemissioefromAdRoofliusses-Anibanyl.iambaIl,P.P. Job Truss Truss Type Qty Ply 71381 FL09 Floor I 1 1 A0009529 Job Reference (optional) bb.wul mum o. 1zu s tvuv iz LU t i rnnG a. izu 5 NOV lZ ZUl r MI I eK Inaustnes, Inc. Thu Mar 8 09:18:36 2018 Pagel ID:TwFPOygD5NGOTwvpRatt5gzhGyS-QHIfW2MMKo38daeVMNR4UyN?OHbd49SgbRlgg6zdlx1 ' 0-3-15 1.5x4 II 5 1 1 I2-14 b 4 Plate Offsets X Y 1:0-0-0,0-3-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0 17 Vert(LL) 0.00 4 '•w' 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.01 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0 05 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 126/0-3-7 (min.0-1-8) 3 = 126/Mechanical Max Grav, 1 = 126(LC 1) 3 = 126(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ttnaal•Pitau!'netsri!rrods•dt's; IC ROSSESrSd't';,E:r[utl:lUiE(OItr:TgYf(Gi(CY;tD!Ei�R,1�7itt[DE�'ESl'&!a. �trfr f;s.`i rrt'netoste3 sni¢siesxftis'ass[rsy¢kt.itP9DDIWbs 4'ktal i:(IaM m,t..l�trem pettidne nt. Winsansist ire!eGmrtaT'D, ¢a7 -- Nsldmntcaelion SWltnedtwrnEhitWit AsaLR:s Dens Emyatet(ia.,Stv'¢:q(aj0eUkIll ltdtalEp l D"FawtOgertutt0, rrdelSmW. tmag restsn8'drL hedsipof nedrllt Tims itymtil aWN air, ntx IM. TkAnig¢tluzpmas:lnf :a4"ins: sr.!3:Int Anthony T. Tombo 111, P.E. F¢I mtlt(iEi{lrIf ttfCer'�.-{'AI[i'�`etSrF45if=hdekt CR4f!rT¢t OsR.ttml➢ISeI¢jtUtlA.t{Fi{Yj CRi",�.*.',h6t tt�tndlk ilt,ke0(a{ska Intl lxi!iai sa'Iesl SHa.D:alpenidCt PD ettesffiellntAAt Tnss,uur:zl Snflhl, statsyt,sss'ttimet¢dynr.>i shtil>t Pe stsrasiFil?(d #80083 sit hdlvp PtsiperwsGmshelq¢;sa sd taatit tE aCds irteus tsdp.t0.stsahak:!<y(azyttmSthe; hfnstm(YSfpLSMi s*iRufStUmse(hovelseterdpt.➢411e§esiita;pxidilts sd d+utsdSe Ness Stugos,rnss Gesyt Etrie{r ot'rnsNn!Itdaee,Wiess ewtl�iit dnR+d1m1(ith91 eTln{a+LBh FIgT�{r Fi rCiit{Md!H.!11 T1111 WSPE•r`¢Ftt lS ig(rltlglrar thtipet.f!Tlmliirdt9(rlinwdNrltiitcr. iltgiltlud Las trt ttdefindim TPET. 4451 St. Lucie Blvd. (o tht010%A-1Roofitasses-Artho LTornhe19,P.E.Rerodartfonofibisdamment.inanyform,isnhillitedw•ithoutthewtittenminissionfromA-lloafImsin-.TomboIII,P.E. For, Pierce, FL34946 Pr 9 oY P t P P Anthony 6 Job Truss Truss Type Qty Ply A0009530 71381 FL10 Floor 1 1 4 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:36 2018 Page 1 ID:TwFPOygDSNGOTwvpRattSgzhGyS-QHIfW2MMKo38daeVMNR4UyN1 rHcU498gbRlgg6zdlx1 0-3-15 1.5x4 11 i2 1 3X4 —0-11-6 3x4 = 0 T 0-3-15, 0-3-15 1-6-14 1-2-14 Plate Offsets (X Y)— [2:0-0-0 0-1-81 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 0.06 Vert(LL) -0.00 5 >999 360 MT20 . 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1" = 74/0-3-7 (min. 0-1-8) 4 = 77/Mechanical Max Grav 1 = 74(LC 1) 4 = 77(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strong"backs, 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. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard i4ns:�•P.eait+uatgi'j«r;!e ttt'Ad IDJrflUiSESrS19,nClEtdt79Y5d(DDDTI7AS(UiiDM�IURI"!lei§#L[DEat5rfxa rerJf dt;'tatfYeaxas to!«!lobs et Isis r««UesiP 6t.i+1 DD)aMs kamr,1.Tash 0.ri rdetne We 111of n!. 'tu o'Sxriss sMd tart ED. uir kliitttwt polsth(ntestdhr5l16Dhhrt5d. bal«!lCesiaSiahtn)ie.Sa'd ytsya«tl,htutlueayMI'la , raatmotitrdtsct ggwe il«lpoa :n o&hopdrashahtinshPild"bl aidy'du nu. list dtsiPKsmfm, Wq suc'ta::Anthony T. Tombo 111, P.E. isk, A llil i.0 hitty lx(d�a Ulhr rmiWay dot Dw, 6t Urtx's mdnsdtP4ntErk!:., nl. ts, lab# tsrm'slhfll,kt lK dot ltul i4ly«dtmlUP, iDtiyP,tddtsl8mteylitldtseddetn«;ixl>iurDtadlu}, sh�ryt,ak"�e!iit a; katiy t!lp Sl Pl ltipatnil'ad 180083 atl 7dltalhsiPtr ml tlaralir. lD axn salgw'A'iDitdtbi a'+Cm+td ars!`:xltat9a¢a:1ty(axii+ex SetfftdnsnaaT,Np+SeNd SrTfl etlSt(d xe «txevtedfa:lEx?da.itm«. R4i d±'alsihruya+sniD`n tad laal dESt htn Clnyax,;«u 6exP rtatetEf ndlmt W9ltiECJx,�in+ 4451 St. Lucie Blvd. nln•3t ldmdSft Glhla tpttdgttit sii'ig6y e!PAies iht«ss Mir, bp.! is Or fit bilfita PeliPer.eT«ss Sfatn 4M41111W11111. dD«yihlu.l W31 wt al dtfildietrN. Fort Pierce, FL 34946 to tt9btt2016A-IRoofTrusses-Alhon T.Tembo111,PERePtcdufianofibisdaumeal:inan}lortryis loAibiudwilboutliewliveo esmissian(remA-1Roofhasses-Anilso T.Tambo111,P.E. Job Truss Truss Type 71381 FL13 Floor �47y 1 A0009531 FJheference (optional) QI 4 1 i i reU U, uaalyn(,Wd rsluss.Wrr1 Run: B.IZU 5 Nov lz zui r Ynrst: mizu s Nov 12 2ul t MI Fek Industries, Inc. Thu Mar 8 09:18:37 2018 Page 1 ID:TwFPOygDSNGOTwvpRatt5gzhGyS-uTJ1jON?55B?EkDhw5yJ1Aw?Khm2pQ3pg52NMZzdlx0 ' { 4-0-10 I 2-3-8 4-64 OH8 I � Dead Load Defl. = 318 in 3x3 = 1 3x6 = 2 3x4 = 5x6 = 3 4 6x12 = 5 11 10 9 8 7 6 5x6 = 5x6 = 1.5x4 II 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.8 TCDL 10.0 Lumber DOL 1.00 BC 0.8 BCLL 0.0 Rep Stress Incr YES WB 0.b BCDL 5.0 Code FBC2017/TP12014 Matrix- LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B2: 2x4 SP M 30 LOAD CASE( WEBS 2x4 SP No.3 *Except* Standard W3.' 2x4 SP No.2 BRACING - 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. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 879/Mechanical 5 = 878/0-3-0 (min.0-1-8) Max Grav 10 = 879(LC 1) 5 = 878(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2427/0, 3-4=-2669/0, 4-5=-2732/0 BOT CHORD 9-10=0/2424, 8-9=0/2669, 7-8=0/2669 WEBS 2-10=-2404/0, 3-9=-746/118, 5-7=0/2820, 4-7=-528/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13111 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Al r3nn hnh—n incirid of fnn rhnrri hnnrinn nnrd frct iPns_q F:mn t'v,ssyl?p ntRw Iks't? ItOrIUSSES; S1tE{ r:r.FRitTRai t rONOTPJMi t@S1ifY�lU!(1" t(1f10iPtT0Ek5r xiTet,ssxske ludo stsIleestlhr3eTt?'nht1SA IStlreslhs:p EgaeuOa,$rtrtadyiyiaeerl,�e se�ls&7PJu>ie red sts!lat! Tressttr ay r' Nist^. rtip u ''lsloe 0rme,htowar's ndsrnigMtritsdrt NEe:ila~, 11 sit [Win w tae Irildal Ussilser plrsnrcfsr. SO Met sited n �tra0 s�ftelttmm eldisVte'rcesddsla:EelresptelSddp Iderecmd sttntsit k?aed ht ssehrl geedtlaitn.=.94 0. Wits indnd.?Et lmsOesipferzer. IstOt lis leillndOniples!':rzs (apyright02016A-I goal husses-Ar,tboayLTombaIII, P.E, iepraducfionofthis dolnment,inany Inset, is 10-11-12 12, 10-11-0„ 13-6-14 16-1-( -4 ' 0-11-4. 2-7-2 2-6-2 0-0-12 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.47 6 >412 360 MT20 244/190 Vert(CT) -0.48 6 >397 240 Horz(CT) 0.02 ' S n/a n/a Weight: 73 lb FT = 10% Ora. In7fi dlA� y»metH! etd rod vent sttkis trans Wtid1 aerier(NOioddt ra'emp T.Lntt IG,tF.l±�aet<t SatetlthR nt. Cx!esso"<utYin s:s!e/attt ussa v:ltrtassd lti"tltssias: tspasn�resrwsikhfie �t dssils drat eyrie Trt:s dai.^.sdnaelEO sdr, e1dxR41. Ik desip a;sar`�ws, basal x:5tts: ire IIG ds,t(sa1%Intl m1liadee't WIN. N "Irstd adihINad eti heldtse[ddtints; aike j wo.;, st qt, i1rs 'ixadl:tml Ae0letaensls i:iiJp+sc5ed il6rl et(S!(e enecntus!?a: itx:sl ptsze. 1r41 dt5etsliUespmtdil'ies ed lme: et;k i:ns Otn¢w,'nn rtlr}e rsgetu sedTmsNmedsh sSrstemEeestersl ery lridReq, t]tgiWlis=r tnml aUsiefieel itTidi. pmhiEded witAaul the mitten pmmissioe from Ad loaf Losses . Anihaay T. Tomba III, P.L Anthony T. Tombo Ili, P.E. 480083 4451 St. Lucie Blvd. Fo , Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009532 71381 ' FL14 Floor 1 1 6 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Thu Mar 8 09:18:37 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-uTJ1jON?55B?EkDhw5yJlAwAJhxBpcCpg52NMZzdl x0 Pp� 2-10-1 1+ 2 1.5x4 11 3 1.5x4 11 Plate Offsets (X Y)— [5:0-5-4 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 `Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-1 oc purlins, except end verticals. 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) 1 = 130/0-3-0 (min.0-1-8) 4 = 98/0-5-6 (min.0-1-8) Max Grav 1 = 130(LC 1) 4 = 98(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Isi:Ary•rhtn ryyrrielte+�'A.){3CF nnss{'EOII j MEW Tft S8C 6i16Ss(9Si7Mj dC79 jA(IOAt nCNi IIR SGH(St y1{Ke9 lKl dfMSB it itr SIRSt AP p{19YIryfRW 1S t/MI[SII.i SOi. ILit lSf:{el E4S!e Pe. WKSiKNV11t AIe6 {l Nh,�J YliiiAnthony T. Tombo 11I, P.E. CA It!AtLit Inuilrws169iIp IS 1{!!!t{eleltilas Aid Oner,tM OwStIti'dSJ'liFe4jti114gt{AIGIp UHI(tte,tlh.2[0lhtlil lu IH, 23 iS(.1th WW(nde adRN. 380083 IMP.N`ta{ges�gxelr3(sa:rta:.11a'elsnwli4tM16D4NtiepF�ins®9pie�n:tdtl:pnNq[tupwensi(lryirtmetln;IXNhtNStsrVyTtl4ofsNAveielenxedhtnlProipdmce.RFlktireitere:Figs!elTestelfa:ielA3einK6esi(Itt.t'ess7KpuyaxrwsrnstdsMt^eni,u:ess 4451 St. Lucie Blvd. AlFnise ldilid{po6t:eA eiteFl41•Inviiliry li Alim;K im4hel Tieinss:eAaCe)eeer6{Ci Ce {adarCisy4eyrtTn!tsis4a phis:ire': arSr�74Ey. 111tq�aethrol fries dAmelhRl 1. Fort Pierce, FL 34946 Copyright02016A•IPaaMusses-AnthonyLTomho111,P.C. R.eproduRionofthisdommem,inCryform,isptohihiiedwithoutthewrittenpermissionfromA-1RufTresses-Anthonyi.Tomb111,P1 Job Truss Truss Type Qty Ply 71381 FL15 Floor 1 1 A0009533 Job Reference (optional) a r�wa i tuaaoa, rut a -uiuv, r� rrayo, uesaynt✓a t iruss.wrn Run: pAzu s Nov lz ZU7 t F'nnt: UAZU S NOV 1Z Z01 / MITek Industries, Inc. Thu Mar 8 09:18:37 2018 Pagel ID:TwFPOygDSNGOTwvpRatt5gzhGyS-uTJ1jON?55B?EkDhw5yJ1Aw5BhwLpYMpg52NMZzd1x0 i 0-3-15 1 1-2-4 3-11-12 _ 1.5x4 11 7 1 6x6 = 2 3x4 = 3 T1 Ll W1 W3 € W4 m B1 6 5 4 3x4 = 3x6 = 3-1 1 8-0 6-3-0 3-1 1-4-0 4-7-0 Plate Offsets (X,Y)— j1:0-0-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 047 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 17 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0126 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 30 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x6 SP No.2 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-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 315/0-3-7 (min.0-1-8) 4 = 315/Mechanical Max Grav 1 = 315(LC 1) 4 = 315(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-418/0 BOT CHORD 4-5=0/418 WEBS 1-5=0/556, 2-5=-329/0,2-4=-434/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Irneap. mtintroink.to11 1OOFT1IMIS rSUff".PKIAMS t f011NIIS(OSSOM rlURr tCPliPtlD's1'.r5rhta Petdrks�yrpreaNNi estieai etftsxfhisrmf 6esipn airig(DO)aS6s lk'kRy T.LaM ltrt.E.IdNten Siettlthn isa. l'�e;:a!kt*ik s!.!eEeatbePD; atlp Niiet6metkr pMes sk!i lertEdtwr,:t hhrF'it uelms6erta 'seer(a.,Sitr+''1'Su7asuLrined lagp CDs{ reed{v{ P.M0tie r'atesz»min?Naj,{I{RVD,11f.6Pop 46!shift In,inilte33iSft... Wma"ON1•{P.!d6ty Anthony T. TOmbO Ili, P. E, ed.:edPJt inssiit as tale itsEent siv., it,Caus,r. OY'n{iltlllteIrpi itlirdRt"�tY Oe;: g6nea!utE'slslt 4l1(CrzDtiI IH/I It1IY3 t[aSGffIrI I, TN i)ptiltl W;F: I39at (trllr:eEtit rnss,uu arlla.sh� yiei:a:' ttad l: tiro la sb irpnisilry of ' r p pd I r p w tea' t o 80083 dal.ilpup DttipeN mdfaNnmc t0 asin sv7Muht rDa.tdd{plmm ed psla'iEtiktlSltilG'tprGSi4ttitSliNf llltte:,^.�0(C,S1��Ii41NH'rI t4ISKA NI ti�NlIf1I3!IP8{etI(tirlKe.T%.I I3�1gt1it t/irJ1f61fi Wit; plfAHS/I6lTfS{S CENdli,irl{Saltfpra(�{t&AdTtiSt a6N•se Ee.`aritr.klhrt ipteNrp� h ru':!gtp r': pcsin pniset. 1hi Tnss Dnipe low. Issol rat IM41 Disipaeee: inn Sislrs fogixtr al o.p Sd16ri. Ei tpilsli ip Ittss m es Qefiet! is IPFS. We¢(4[xft.wless 4451 St. LtlCIe BIYd. Font Plerce, F1 34946 (upyngbi Q 2016 A Root irasses •AnbonyL lom6a 111, P.E. Reptodastion of this domasant, in any foam, is psoklbiltd without the monition pesmissiaa from AI Roal Lustes- Ani6onyLlomlis III, P.E. Job Truss Truss Type Qty Ply A0009534 71381 FL16 FLOOR 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:38 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-MgsPxkNdsPJssuotToTYaNSCt5GAY3Rz3lnxu?zdl x? 0-3-15 0-10-4 1.5x4 II 1.5x4 II 7 1 6x6 = 2 3 T1 cc M1 W1 W3 O i 131 6 5 4 3x4 = 1.5x4 11 0-6-11 .0-3-15 1-3-15 7-4-14 1 0-3-1 0 9� 6-0-15 0-2-12 Plate Offsets (X Y)- [1.0-0-0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.22 6 >382 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.27 6 >308 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.28 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MP Weight: 27 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 7-4-1.4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 379/Mechanical 1 = 379/0-3-7 (min.0-1-8) Max Grav 4 = 379(LC 1) 1 = 379(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-351 /0 NOTES- 1) Unbalanced floor live loads have been considered for this design. - 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard tIPunag P'emeti.tFpid rnr. GE'Ah fC9frtDSS8 �5: �pS:XF19ti:iVStiDMDII XS:CSr-0N;W!(["![C13dIiP05114T'ra Tndr AlippnattiII.4 read hits tfi.I!,,Is Wirt'"RIMDld6!eE:'hajl.PfoDf 101.We've WiI W.I. rs!. Misese.iss Wilts hrl loy A41ettF;stsNa yitLs still lessdMts.l63Islt1Pt Is Anthony T. Tombo II:, P.E. esdfstdi}i: rnnlsi sr kSd is:.trryeas?4"nytlSe C.tty6s D.tn'i ssds!Ladsresl veltkldit Nuprosh, ttVIA of as X61 tr dtlt Isol falltq[at mdit6S.l!! srPnd otM103 It PI field "to Atrnst, Adodmg wAsi. sbec im'"Wiaod kwq stdlbtat 11SIRSAI.-I a' 480083 6fPFIIfutPssipl(ndrlenrsN.low.1414O'Almalklam41lEdy',NF?4S0.EIEfML��rlSyifttiStiIYILIe4?a!A9{TiSildd3lt!idtP!PI.1SKI. IiN"'Wgjs,vEi1A t.PrAid?iGEltit!FiriiflllC'IfSC1dd*LlS/1ytPEESfiYi��PnSSDt:ljitkdltfU91dPn1SN3EFi4t'Ltt,aSllSS 4451St.Lucie Blvd. die. st de +Ntd f tn6Kt.vttd.p.l w, q4y cl t is hnlstd i 1loss 6esip E w Is!0111110ist D'sip cu fsns WIN fr mrsl nP W10j. 0sgilsl44lyai Mr, es defi!d i0hi. Fort Pierce, FL 34946 (opyrigbr021116A.IRoof Trusses -AetbonyLTomboIll,P.I, Repmdurtbaoltbisdoonsenl,inany lmm,isplobibitedwitbaullbewlinenpmmissionfrom Ad Roof Trusses -Anibony1.Iamb 116p.I. Job Truss Truss Type y Qt Ply 71381 FL17 FLOOR I 1 1 A0009535 Job Reference (optional) Al Root i russes, Fort Pierce, FL 34946, aessgn@arnuss.com Kun: 8�'CLo s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:38 2018 Page 1 ID: TwFPOygD5NGOTwvpRatt5gzhGyS-MgsPxkNdsPJssuotToTYaNSIC59kYxiz3lnxu?zdlx? 0-0-8 ,0-3-7 4-0-10 t 6-5-6 6-7,6 8-34 , 1-T 0-0-8 1.5x4 II 4 3x6 = 5 3x4 = 6 1.5x4 II T2 12 1 6x8 = 2 en 3x10 = 0 1 T1 W4 W4 i 1 \5 W1 11 10 9 8 7 3x4 = 3x3 II 1.5x4 If 3x4 3-7 4-0-10 6-5-6 6r7i6 8-3-4 0-3-7 4-0-10 1 2-4-12 0-2-0 1-7-14 Plate Offsets (X,Y)— 11:0-0-0,0-3-01, (4:0-1-12 0-1-81 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0. 2 Vert(LL) -0.05 9 >999 360 MT20 , 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.07 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) -0.00 7 n/a n/a BCDL 5.0 Code. FBC20171TO12014 Matrix -MS Weight: 35lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 447/Mechanical 1 = 446/0-3-7 (min. 0-1-8) Max Grav 7 = 447(LC 1) 1 = 446(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1015/0, 2-3=-1015/0, 4-5=-591/0 BOT CHORD 9-10=0/1015, 8-9=0/591, 7-8=0/591 WEBS 2-10=-288/0, 1-10=0/1081, 5-7=-798/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3't) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Ctandnrei 1fF{esp Feost rx!tcyi!p eee{■Rt'a;rC7fnuss(S{'Sai9'15EhA1tT;t4>trWas�Xs r6$iCM�rUrIlllrrl7flr65Y!Ai}ttA llif!a{„pyr�tatt{tl tkiftil etl{SN1kit+titY UtSlp4trtsitgltpOlCdla;p6?izlp T.T{Altli',I:.Iu`atsr.0ttfithtt str. UVats.'St!siN srthawfftluD, nh, xiyttwaetM ildes tk:7lt.telMi§:IG_rile rtii ba!msCts tuseer{ix,Sryr:"sryEa metltle I'd N SIM sep2seKs e3o tr{et{:a16!rsttessices eayasuzytesµasiu!:MM Massip,efm sav, rms itidtawatin ter, wffini. ntats!;retta Anthony T. Tombo II', P.E. estue6�; TnssMmp rasrp€t6tnsKesik!sydkt D+sts,MOstn's cniwinarymaht!Desx<hGeudad{i @{IiG tUtelRa!tu!1si!fssg:th®airu. Iftrppatale"mTDrettxr NeOntdNt tnts,M!oasr Aminsi, sfor�s:i¢�ttaakaiy dellitat "spsskil:Yt? ' Gt raBfua Dssipes tsaGwakr. aD�s:ssd Md!kTD r�t'st ree:ns wa p.+6t!nttdtltre!Eep raarstrosed(lo-its dm{itSljpil skd i.IIl tN 4riA at rdxtettaMSetdrrIImu TIP 90-MmI., ir:ttai a.4:s d:5tLsss C{use, rtns Ctvp 6rueu ; 80083 aairnstlathGnr,�!est lehxalrtrxnztaptt{cpsa4 4451 iSt. L4CIe 81Vd. tlktaise r;r.:igky d!palies N!tl!ti. fit Tnss Dtep hystt{s!te01 fit 1ki D'ein �I'm Sntem£tp'st¢dmfrtii&q. a�tqud�taatm�tmt{rata!eiftt Fort Pierce,LULL 34946 (epyiiiihi 0 2016 A-1 Root Trusses -Anthony L Tombs 111, P.E. lep{eda1ion alibis document. ie any lasso, is psobiblted wi{Aoul the ntiiien permission hemA-1 Roof pusses- An}hony L lae.6a 01, P.L I Job Truss Truss Type Qty Ply A0009536 71381 FL18 FLOOR 1 1 a Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:39 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-gsQn84OFdjRjU1 N41 V_n6b?RSVS8HMn61PXUQRzdlx 12 0-0-8 -3- 2 0 8 2-10 4 -12-8 7-8-0 9 5 1 3- 2-0-o as-12 2-4-4 2-5-8 1-9-1 0-M 11 10 3x8 = 43x6= 3x4 II Dead Load Defl. = 1/16 in 1.5x4 II 5 3x4 = 1.5x4 11 3x4 = 0-0-8 -3- 2-0-8 2-10 4 52-8 7 8 0 9 5 1 3 2-0 0 0-9-12 2-4-4 2-5-8 1-9-1 0-0-8 Plate Offsets (X Y)— [1.0-0-0 0-3-0] [4.0-1-8 0-1-81 [10:0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.13 9-10 >826 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017fTPI2014 Matrix -MS Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 510/Mechanical 1 = 510/0-3-7 (min.0-1-8) Max Grav 7 = 510(LC 1) 1 = 510(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1289/0, 2-3=-1289/0,4-5=-729/0 BOT CHORD 9-10=0/1289, 8-9=0/729, 7-8=0/729 WEBS 5-8=0/270, 5-7=-957/0, 1-10=0/1373, 2-10=-391/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 3) Recommend 2x6 strongbacks, on.edge, spaced at 10-0-0 oc-and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbadks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. I nnn rARFlRI Yae+g•F:gse�l!uyit! riot. lit 'A.)FDDrduss[$'511MreBnt11fttsptR:DSNS:DSruYYpJrEIj2I117k1ED5l:'.r51'.`:eto.in;h!<.;yyyreaetasu!udWit I.airs otsDalpktsieJ OD7willtldkxi!i.isaaiN_ILif`.aesr.AetlStlnerlt.DEnsi"xr.iulKtduI6f12D,t11! A�l!ttll9tmt Jltltl dlA It lSdtanttG_h5l lyd. SSlltti:%ti!623j3ttlill,>Jtdr"l1lJ0t'11, lit ltd lFtF!69(ftei�isxsfJhntddsF`dt£S%E7:•MJ�?tiii)tt5Ji83?#hhl 'Sd?FIJfdMfi3JIiTM.t d:!Lhd�mtl �fdF, R'R ItfI, r�J. dtil§4lSSF;)"EW; IL�:OJ3fG;51F41e!r!?tl/ Anthony T. Tombo 111, P.E. milli emsI.S1 blu!do. Doe, 6,Do..sFnlfirderat lr.n6AV.; Nqu,"bull s wal or lit 180083 ' 151r"ldaJ Ditipa Od rilalRt. AUlric; R1lFlat,or n erdot flow Fd J{r5r:�F 011iWdgf.ploa Stbl!IdtfElsm(�`Stlrtit'tvd 1! IN RI Wiit'We'lildn-jrtt;0jdCU.TlIIt�thl ititAS�IiLllatddNltid�it:tif1 �4I1F]tl, rFfi3 etll}Ir/J�Ftif lfl lilStW."FdFd�ti3O]bif gg515t. Lucie Blvd. 14a•isl Mridd!i llfht'hIp"d"bnci�9'r 61 Witshr1lnc Sit Dill Istrp&vm!is kDi lit 161141 Desipa,aillilStill's rti:wadiw,il fiieg,L; n!i4iD;N I>.�ai at is defied ii lf;�i. � Fort Pierce, FL 34946 (eprrighl'0 2016 A-1 Roof basses -killony l.lemba 111, P1 Repfedudian al this dammeat. in any form, is p/abibittd wilhout tEe w illen p tmisiiaa hem A•I loaf pusses - Ant6aayLlasSa III, P.E. Job Truss Truss Type Qty Ply 71381 FL19 FLOOR I 1 1 A0009537 Job Reference (optional) Pk 1 RUU, 1 FUS5135, 1'1.1I L M11100, rL J+U-+U, Ues19ritda iuuss.com Run: 8A20 s Nov l2 2ui i Print: 8,120 s Nov 12 2011 Mi fek industries, Inc. Thu Mar 8 09:18:39 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-gsQn84OFdjRjU1N41V_n6b?N8VP?HKL6IPXUQRzd1x— o-ae -(t�3-7 1-0-8 ?-6M 6-4-6 8-9-14 10-6-15 0 3-P 1-0-0 1-0-0 4-3-14 2-5-8 1-9-1 0-0-8 3x3 II. 1.5x4 II 4 5 3x4 = 6 1.5x411 n 3x — 12 12 1 6x8 = 2 o 2-M W4 \\ W�S�� W4 W1 \\ \ 11 10 9 8 7 3x10 = 3x4 = 1.5x4 11 3x4 = 7 1-0-8 2-0-8 6-4-6 8-9-14 10-6-15 3- 1-0-8 1-0-0 4-3-14 2-5-8 1-9-1 Plate Offsets (X,Y)— [1:0-0-0,0-3-01, [10:0-3-8,0-1-81 1 - LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.17 9-10 >739 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.23 9-10 >543 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix- S Weight: 42 lb . FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 574/Mechanical 1 = 573/0-3-7 (min. 0-1-8) Max Grav 7 = 574(LC 1) 1 = 573(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1596/0, 2-3=-1596/0, 4-5=-860/0 BOT CHORD 9-10=0/1596, 8-9=0/860, 7-8=0/860 WEBS 2-1 0=-503/0, 1 -1 0=0/1 700, 5-8=0/340, 5-7=-1134/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. I d 0nay F:mst tii!ugilt re+tea lit 'A! 10THIUSsls;s? T rdrN171gMi t s-0d0777ptds'STCtt;'MEd` d[Ia9sPUDEk'S7'fetq. fwdd N{,y!FxtaNas ad ued ores at dit rttfs 6eslge Mtrie;1i60lod3! aarrosd 1.iiA}I m,Fi.ldertaa 9etl}ths! tsl. Ofees e!swaise ftNed eatgtIDD, tal! FGi'k,ugeskt lldes ska7lessedhsratl6 ghsNit 1saUsss Ges?•;ar�a±Rr, t.,Sgea ry: Engqul,ffesette�l3uMs�smriegtiueaan gates:isee eagis!usg resgsaye;lthr Ntds3ipdrsl:aglvimsdeiiatdeaatl @ah„!!dnllFt, TWO ssga{rtas:lwist a«5ees,szh4i' Anthony T. Tombo III, P.E. tid.lAlaifitfhl6)�d�i3a�?,a:gtnuz't}d6!Cxcs,fiefia+infixndtgmu„.6�3yhsixe,uhsts6sGE<iFtitt, eQlted�l�ifvthl,rl>1(hS6fdilFl,lglidgR#itd ii:A6[dRSGfldtSlEtlter(tit;le`JSA$tHg,llNFdt.m1!4lSH6d{`lfElj{ge�gen!4leFA51}II'fd n 80083 lee hadug Pefipll ud didtatel. dtt Nlif ftl lAq,Y.!Tg66ed d@gtemgi Wyr. 'rc:sd�etr.':i;gra:fnm Sekry ldgara{Yfp ,fed it;Fl ulsdU at rdxeenl:`xgm;dpiimea TfNldq!s ffit rugsudiC:ds adfides d'iei:ns Ces:ms, t+w iq+gi fir..ud':nss Hgd{Gru, at, 445tnci9 81Vd, tlW*ice de.W it aIftipetdtgsali.&'340. Wits 4r11fd ih Lns 6esip6gies#Is A6s lit idlditg ihslgur.srl+ns Srstea gitcdery sMlGeg.[',quslol teas us is i6ml it;f"I. I'Oi'1S. L11ce, Ft 34946 ePs+9hiv2016A-1Realtrusses-Athom 1.loathe III, PE. Relumiu.tionofibisdofumoat,inanilorm,s plahih ed without the witten patissiam [rem A -I loafhusses-Anthoa Liamba III, P.E. t Job Truss Truss Type Qty Ply A0009538 71381 FL20 FLOOR 1 1 M � Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:40 2018 Page 1 I D:TwFPOygDSNGOTwvpRattSgzhGyS-J2_ALQPtOOZa5ByGbDWOfoYbevp00nuG W3G2yuzdl wz 0-0-8 3 1 0 8 2-0-8 4-11 & 7 6-0 10-1-8 11-8-13 3 1-0-0 1-0-0 2-10-14 2-6-14 2-7-4 1-7-5 0-0-8 3x411 1.5x411 5 6 3x4 = 7 13 12 11 10 9 8 3x12 = 4x4 = 4x8 = 1.5x4 H 3x6 = 1-0-8 7-6-4 11-8-13 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.45 BC 0.68 WB 0.79 Matrix -MS DEFL. in (loc) Vert(LL) -0.14 10-11 Vert(CT) -0.19 10-11 Horz(CT) -0.01 8 I/deft >989 >717 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 55 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS/ 2x4 SP No.3 *Except* W5: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. p 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) 8 = 637/Mechanical 1 = 637/0-3-7 (min. 0-1-8) Max Grav 8 = 637(LC 1) 1 = 637(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1571/0, 2-3=-2320/0, 3-4=-2147/0, 5-6=-959/0 BOT CHORD 11-12=0/1571,10-11=0/2320, 9-10=0/959, 8-9=0/959 WEBS 6-9=0/451, 6-8=-1324/0, 1-12=0/1661, 2-12=-466/0,2-11=0/776 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. tWV.-7•Nyse3i!KgilT n!A.Ae'gdCCCF HDSSS{T:(!Ftr. EiFf4(1(WSl(CM07tCCi(("siCO"MEfjR(CCCCtFC5Y3T fra Pnrf!ttap+preaetvi ec1 sttl attt iertis T!tss (ksgi [resiq{Dlinl�a: et: sr(:Ttata ILLt.:.tfe•,evfS`rtthlen itt Crhttc'ft?riR s'ttsEeofktT40. Klr Mkeaweu lid's tt Hh'setfff"U1 ghie slit As Elnss Oetia(ngaeer(s.,ggerc:°(ia}rtt}Aesm-'ea¢yrD!t>'tsmtmusptmEa'Ct Fdes:iva�'eque!.igidrmtiS`:iMht µ!Mty+adiif tnglfT!ass dyi.^,edrodtT ilietr, wtat(FI. REIEsige is:rarms, kafmys:.uts,!r>~:.M ,Anthony T. Tombo III, P.E. Kg+ted Alf Tiitt hf c+yhlifag ltl*i fl;yf+A ill tt rif DrF4!,InlDiBt11A?IiEt[y{jigtOilA±6al+gCxs!,�>r,hhi!tt!xwtk4ltn fEE lr{6kd lii Ini YPlun;Eat 01l(hI,TY.i)gtitilT dTeDievERit!tll+lef:1EE T(+SS,IH(GAr �EII�'. SA!6gt; R;' �C!6E6: W.fliIIj iiPD it AEittgMSRiI"j PE. R 80083 bel+tiitg DEtigase mPG..... AA Mei selMpAl ix Wtbprtcees ielrr,€r'ttsa'Mre::G�<aaiiieitSeht(Mnscm(Tts¢µditiNf. Ti wl56Q eristfxtaMkg+crdg.idiat. R4lldciss5t!r!pudif::et¢Al.hn el St TnssCt;:[mt[,'nss t<utv6gicex mdTrms l#aterifrer,Eattss 4451 St. Lucie Blvd. +Auxise df'>ilb,*iinhal aptEdrywl+nimbi r!pelhs hnl4ii. It TrtSJ(hsi�Ey-ut!isb9i ht lollqq(k;igtct?i!ntSntta&errdigk.itlug, CilegiMitd@;asatnie5.fehT(Fl. Fort Pierce, FL 34946 (opyrighr0MOATRoofTrustes•Aetbouyi.yembollLP.E. Reploductiom 04 this document, in any form, is plohibiled Without the Written Permission [rem A-1 Roof Trusses - Anthony I. Tom -be 01, P.E. Job Truss Truss Type City Ply 71381 FL21 FLOOR 1 1 A0009539 Job Reference o tional A t Roor trusses, Farr Pierce, Ft_ s4v4n, eesignLaltruss.com Kun: 8.1zu s Nov 12 ZU11 font: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 8 09:18:40 2018 Page 1 0-0-8 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-J2—ALQPtOOZa5ByGbDWOfoYb6vpaOodGW3G2yuzdlwz 1-0-8 1� 8 5-2-3 7-2-3 881 11-3-5 12-10-11 3 1 0 0 0 6 0 3-7-11 2-M 1-5-15 2-7 4 1-7 6 0-0-8 Dead Load Defl. = 1116 in 3x12 MT20HS= 5x10 MT20HS= 2x4 I I 53x4= 6 0 131 6x6 = 2 4x4 = 3 4x4 = 4 T2 o O F- i \`� W W W W3 i W3 2-0-0 \�\ 12 11 10 9 8 7 3x8 = 4x4 = 46 = 1.5x4 1€ 3x6 = Q-317 1-0-8 ,1-6-$ 5-2-3 7-2-3 8-8-1 11-3-5 12-10-11 0-3-7 1-0-8 0-6- 3-7-11 2-0-0 1-5-15 2-7 4 1-7-6 Plate Offsets (X,Y)—[1:0-0-0,0-3-0],[2:0-2-0,0-1-81,[4:1-1-0,0-3-0]I[4:0-4-0 0-2-81 [9:0-1-8 0-1-12] [10:0-2-0 0-1-81 [11:0-3-8 0-1-81 LOADING (psf) SPACING- 2-04 " CSI. J49 DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC Vert(LL) -0.19 9-10 >826 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0164 Vert(CT) -0.26 9-10 >600 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0174 Horz(CT) -0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS Weight: 62 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T2: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 LOAD CASE(S) WEBS 2x4 SP No.3 *Except" Standard W4: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 701/Mechanical 1 = 701/0-3-7 (min.0-1-8) Max Grav 7 = 701(LC 1) 1 = 701(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1404/0, 2-3=-2754/0, 3-4=-2097/0, 4-5=-1220/0, 6-7=0/284 BOT CHORD 10-11=0/1404, 9-10=012754, 8-9=0/1 232, 7-8=0/1 232 WEBS 1-11=011562, 2-11=-614/0, 3-10=-316/0, 5-8=0/325, 5-7=-1610/0, 2-10=011378, 3-9=695/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced J at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to —11c at thou ni efor onric nr roctroinorl by Minor Yrwg •Pose fiasts}iti se➢et 13a'i, t➢)F irDiSB{SR!EI'}:�fft3ll:ts!S t rDpPi!➢eSiDA➢Y� rU'Ei` d{rI➢YIlDtsl51'faa� iasd! lt;:earxesems sires! eats r fiis?mf ➢esya krrieg(IDDtalfis tr'tey i.Isala O,IEIs4sns•. SaeYi:ko n!. �elss`4e.is5 s!skE a kt 1➢D, rlr f7Ari rassr. rides sle!ikesethr l➢Dkle tNid. iselms➢ecm Fepaaer{il.,irtsa*JC¢ xess, Ye uda¢ari➢'JstFesaesm�aarhauai "s Fntns!srr&eepixet¢g corms =iM hr d; lssipaY 4s stsp!tUess kr6,tleallelDD sail, redx!P41.li: iesigsnur,*eas: faap"q asLSsm, sc+c:tm Anthoiy T. Tombo III, P.E. ad uew Ait loss lasayraJxl!sl�en;ptos:ktrp ef!fra Cra�,r¢a0>as's mSsrnleregeta6:sp tktgs~;,hhr,sesgfi Rt!PCBs RC mltSs lxel onidug«ls aai1761,h3"Imai ddZPD of rl tid/ase 0 At rosy Whighniry. Yusge,ku"e?iatrikeal A'11 it At 80083 ' tis!"iturPssrnsrmi6enmcA➢�sesstlodoMnTCrE&epacmulpsa;r'.xesclMrc s9(a:}mdSA:t(Idncam¢3DpS Atll.iRedfrilmofenesW`a:pcerdsdiara. R41d?rnsfieospsssi3l!'ase+lMmdts:Tossuts:gan,'nv[<sys6pi¢sttadtrssYrstss er,xdess M:eel iseLns 4451 St. Lucie Blvd. . s0assiu SraraYri apad ya4Fr'sgpp s?pain krald. Desgsfyiets is A2tfieldidkptksigeee lsnsirs!e� rrardanls➢Gy. lDsgiisfis�lrasar:nkDsei itlP 1. tcpyrigEhi2D16A-TRoof irusses"Ac!AonyT.TcmbeIII, P.E, iepmduniaontthis dcmmeat,iaany lmm,ispsoAlbitedWithout the mivenpesmissioefrsmA-1Roof Losses"AflibocyLTombo111,P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009540 71381 FL23 Floor g 1 + Job Reference o Gonal Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:41 2018. Page 1 I D:TwFPOygDSNGOTwvpRatt5gzhGyS-nEYYZmQV9KhRjLWS9wl FB04hr1641GWPIjObUKzd l wy 0-3-6 2-10-5 , 4-7-13 3-4-13 4-7-13 J 1.5x4 11 3x6 = 4x4 = 4x4 = 1.5x4 11 2 3 4 5 6 OA8 Dead Load Defl. = 1/8 in 6x6 = 716 14 13 12 11 10 9 8 5x10 = 1.5x4 11 1.5x4 11 5x10 MT20HS= 5x10 = 11-1-3 Or3r6 3 1-11 8-1-12 8 7 9 7-7 , 10-10-7 I d1-9-4 17-0-1 _ 19-10-6 20r1r14 0-34 2-10-5 5-0-1 0-121-3-0 1-3-00- -12 5 2-13 2-10-5 0 3 8 0-8-2 Plate Offsets (X Y)-- [1.0-0-0 0-3-0] [7.0-0-4 0-3-01 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 0.81 Vert(LL) -0.41 11-12 >579 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.56 11-12 >421 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr 'YES WB 0.70 Horz(CT) -0.09 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS Weight: 88 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 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. WEBS 1 Row at midpt 4-1315-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer " Installation guide. REACTIONS. (lb/size) 1 = 1081/0-2-14 (min. 0-1-8) 7 = 110610-3-0 (min. 0-1-8) Max Grav 1 = 1081(LC 1) 7 = 1106(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2288/0, 2-3=-2381/0, 3-4=-2381/0, 4-5=-4257/0, 5-6=-2379/0, 6-7=-2286/0 BOT CHORD 12-13=0/4257, 11-12=0/4257, 10-11=0/4257, 9-10=0/4257 WEBS 1-13=0/2491, 2-13=-519/0, 7-9=0/2489, 6-9=-518/0, 4-13=-1988/0, 5-9=-1989/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 10 = 10%, joint 3=10% 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Al Prnvirip mprhaniral nnnnprtinn fhv nthpml of Wntitp-ner:entet+rertnit.tx'sa ncfnrssnr>Euul Da;ut nwsae.E.14miskelk*a mt. Ddtet [lkllvli!flnll it fit TD W7 rutektaustiqF:tSladiNl!tdllretnDmiennLestireuDtsiplllylteerQ.l.SeeetD/EIHtt!fr'SeL•11ttOJTDDnpIKlQfRnnf TFIMlpreinJll[tltgOC'It4r!SJInI1DajTn1111tS IlflletfY^!1PTfp5{?p'n!itt!1lUstly,mftrWI.TL21!slr,n!mrate:.Itrsejmanns,fmtsuM AnthonyT. Tombo 111, P.E. Miss dws Truss! etJ rdltltp ISlteltleN!itliar ti GY 0.1r,iitoersis,oRmd.ptr rise hilloe Deaster,01?leninlsiIs, Kris 3L mile Ind Wfirg We¢!fW1. Tit rym+tf date INWmhill es,rftle Terms, wd,tglafr.^l.sterile. Iutdrhu all ket J sKk r4 rl!FmtV.1r d z80083 ' Iee6wlapDfsJ!34!eRi(4:1Fi!.iliahselite1141ODWIHputap1nnt.TFtI040lissDesirtn,1!+ssoes!y,ups!erasTn!srsdnaue!;u!ess 4451 St. Lucie Blvd. tannic fnitelire G9retl sped sees itwmelir ell pam Mottle. Terms Cu:;o Miter is NOT lk Hlq Duieff' Trmssrs!ev[np®?etr:ari=as,9. meq;:atste!osntcsaeraedwma. Fort Pierce, FL 34946 Copyright ©2016A-1 Roof Trusses -AnlhonyLTortilla Ill, P.l. Repradndionofibisdomerenl,inanyfarm,isprobibiledwithout[hewritespermissionfromA-] Rani Trusses-AothonyT-Tom6olll,P.t- Job Truss Truss Type I Qty Ply 71381 HJC Diagonal Hip Girder 1 1 A0009541 Job Reference (optional) to Run: ce. i/u S evOV IL Lu 1 e r-nm: m izu s Nov Iz zul / MI I eK Industries, Inc- Thu Mar 8 09:18:41 2018 Pagel ID:TwFPOygD5NGOTwvpRatt5gzhGyS-nEYYZmQV9KhRjLWS9w1 FB04pmlJKIQUPIjObUKzdlwy' -1-2-11 0-11-9 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017/TPI2014 Matr 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 0-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 214/0-7-8 (min. 0-1-8) 3 = -33/Mechanical 4 = -13/Mechanical Max Horz 5 = 51(LC 9) Max Uplift 5 =-250(LC 8) 3 = -33(LC 1) 4 = -13(LC 1) Max Grav 5 = 214(LC 1) 3 = 50(LC 8) 4 = 20(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-185/437 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 9n nncf nn tha hnefnm rhnrri in all nranc whr re? n 3.46 12 2 T1 3 v 0 W1 4 0 B1 COO To Io Qr o d 1.73 12 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.00 5 >999 360 MT20 244/190 Vert(CT) 0.00 5 >999 240 Horz(CT) 0.00 3 n/a n/a 5) Bearing atljoint(s) 5 considers parallel to grain value using / NSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide m chanical connection (by others) of truss to bean i g plate capable of withstanding 250 lb uplift at joint 5, 33 'lb uplift at joint 3 and 13 lb uplift at joint 4,. LOAD CA Standard Weight: 5 lb FT = 10% 6edry-flew lhagHrmiewih'f11DCE 1T Si8 rSFltEI'16r6K!(fE1NSd(DFT.iIIGSS (!1S70N�ER]'jllq[fi'yu"Sgftfi lers.desiplaradsn toe re:7n9esaf§sliess Desks Btariy(fCC; uL IMldlurl. TtxEtD!,l.Eldneae Yess4s6rt ese. Odessdnrasr adNeeneloo,wy Wie'saaesarp!F.esskdlhrelar nelDDtehtdiL eselrn: Deslpt hpna{1t,spidtT hpue:':nt ednorIDDapesMsa petadne pnitaatd eu»edrgasprnlNlfr'e; ne ess:pne{neselns FtpiaN renelUD edr,derTTkl.T&fedpa nuapim.lydspmtinns, sdldilep Anthony T. Tombo III, P.E. dos, Wine Ts WE,! is th respasikirer dne rhirnne DreDWc eristRasizN lit 1.161 Wiser, u Lkadrdd lh n(,3e K Ire,real W»p ale of Mt.Th ty—Wth TOD d uTtieltsednrTna. addipW40rrpe,iuNldire tN ks¢etsldl:t U ' aspssn'srd t80083 nekQes1hsip!id(,ttrrtmtd . All vests sd antTOD d Ire poIas®I pildatsen,GnPq(ompa�Sdery lr:-t:arfin{KSf Nllandkr T�IMSEGtrzrdvexef:np—!pfve TM 66.0hrnpn!VIs WGss dl:Las DalpK,Less Des!pa( effeai rass Bin(t^an,a!ess 4451 St. Lucie Blvd. .1"Ist leind bra6mrmtpleNain N nal kr d1loba laelai lkeTress CtsipEtpieeer is ADT ne rdNmT Cezgta, trTnss SrsR 6pawdar6.ilAsp lJl apik'aN4ras nets ddmNfallkl. (opTright02011A-IAooRmsses-AnihooyT.TomboIII, P.E.leproduni000tthisdotnment,inmay It, so, isprobi�iledwithuol[be written permission from AdBoDiTrusses-Aul6onyT.Tomb 111,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0009542 71381 HJCR Diagonal Hip Girder 1 . 1 � Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 09:18:42 2018 Page 1 ID:TwFPOygD5NGOTwvpRatt5gzhGyS-FR6wm5R7vueplLV5eieYUkDdl6ifbUtkY_NI80mzdl wx 1-0-7 3.46 12 2 1 - T1 v ` 1 6 0 • B1 3 °f To Io O o Q° 1.73 12 4 3x6 II I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 4•Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2z4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss -erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 39/0-8-6 (min. 0-1-8) 2 = 29/Mechanical 3 = 10/Mechanical Max Horz 4 = 36(LC 9) Max Uplift 4 = -15(LC 8) 2 = -32(LC 12) 3 = -5(LC 9) Max Grav 4 = 39(LC 1) 2 = 29(LC 1) 3 = 17(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss. has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4, 32 lb uplift at joint 2 and 5 lb uplift at joint 3. LOAD CASE(S) Standard hnttnm r•.hnrri nnri anv nthar mamharc rnal 100F TIMES (0111MEWING &14evi110HS nt OdesS tM1enue StneitntlelUQ,caY SIVA Anthony T.TomboIII, P.E. c4 rsedM1!s 1rts54!uTlnlruis 5k ustx!idlAT d!#(IneeMtOreistA'+.stitd ete9rlh kill to flair x,otltndeddla ltLM1?dl ul Ne brd ia'ixg rde tcileS1. 71e gynn'dlk fODed nT tidi Ke dtit Tnss.IsltGq kaiuq.ssrgt.usMefut ai lretig s4dita r_!e!tm&id:hd a 80083 ' IFtM;Iag0e50�'d'rafeCmY!.il:u3sx5or,hthT00t>i!iettrAl[e5ra7D+�dnndtltealtiqlwt�mSdtpFF..;oNteR(Sftt4i5kdkTRlc7116gnetelxxe94tt<tnt!aAnuleilfeSHiM1?rtStF9P�1i1{lSta'd'u"31tM1?TIn1/1G�IN,1!KS!115:§iJ}12tfL5fift5f6tCP!It'Rltt,iF'!SS 4451St.Lud.Blvd. tktr�ise Wad lye [oIDred lgredqu itunq IT d1lan i.,.hel All cpTvflle- n dthd 1011. Fort Pierce, FL 34946 (optlighlD2016A-IRoof Trusses- AmhoayT.Tombo111,P.E. EeplodudionDflhisdocument,inonyform,isProhibitedwithoutsheWrittenPermissionhoonA-IAooirCusses- AnthonyLhol o111,P.E. Job Truss Truss Type Qty Ply 71381 HJT Diagonal Hip Lder 1 1 . A0009543 Job Reference o tional .....,.. 1 — . . na. — — a — — a i i tvtr i ere inouslnes, Inc. i nu Mar d UU:USAS ZU16 11 48 1 2 a s a a 5-0-2 0 1.00 12 2.00 F12 Dead Load Dell. = 1/8 in 2x4 11 3x4 = 16 5 5x8 =1 4 Ell 3 .a _ w o N G1 N J:f� 3x6 l l 7x6 = 17 7 6 rtdse UuRSels IA. T1— IL:u--U,V-l-ul Is:U-4-U U-1-1Z1 Ib:U-Z-tJ U-3-121 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.41 7-10 >425 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.717 Vert(CT) -0.26 7-10 >674 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 81 lb' FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T1: 2x4 SP M 30 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. WEBS 1 Row at micipt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 839/0-11-15 (min.0-1-8) 6 = 1174/Mechanical Max Horz 2 = 280(LC 4) Max Uplift 2 =-1132(LC 4) 6 =-1562(LC 4) Max Grav 2 = 861(LC 35) 6 = 11.74(LC 1) FORCES. (lb) . Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-740/982, 2-12=-3053/3968, 12-13=-3005/3974,13-14=-3002/3970, 3-14=-2966/3957 BOT CHORD 2-17=-406812963, 17-18=-4066/2968, 18-19=4066/2971, 7-19=4073/29.76, 7-20=-4043/2964, 20-21=-4067/2985, 6-21= -4108/3019 WEBS 3-7=-644/461, 3-6=-2861/3903 NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; i'i=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcu.rrent with any other live loads! 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-P tall by 2-0-0 wide will fit between the bottom chordand any other members. 4) Refer to girders) for truss to truss -connections. 5) Bearing at join,t(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designeF should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 Ib uplift at joint 2 and 1562 Ib uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be.provided sufficient to support concentrated load(s) 214 Ib do%6n and 181 Ib up at 1-3-3, 214 Ib down and 181 (b up at 1-3-3, 38 Ib down and 49 Ib up at 3-6-15, 38 Ib down and 49 Ib up at 3-6-15, 56 Ib down and 78 Ib up at 5-10-10, 56 Ib down and 78 Ib up at 5-10-10, 89 Ib down and 133 Ib up at 8-2-6, 89 Ib down and 133 Ib up at 8-2-5, 55 Ib down and 68 Ib up at 10-6-1, 55 Ib down and 68 Ib ups at 10-6-1, and 44 Ib down and 49 Ib up at 12-9-12, and 44 Ib down and 49 Ib up at 12-9-12 on top chord, and 7 lb down and 45 Ib up at 3-6-15, 7 Ib down and 45 Ib up at 3-6-15, 15 Ib down and 60b up at 5-10-10, 15 Ib down and 68 Ib up at 5-10-10, 32 Ib down and 109 Ib up at 8-2-6, 32 Ib. own and 109 Ib up at. 8-2-5, 111 Ib down and.231 Ib. up at 104-1, 111 Ib down and 231 Ib up at 10-6-1, and 179 Ib down and 316 lb up at 12-94Fand 179 lb down and '316 Ib up at 12-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In theLOADCASES) section, loads applied to LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 6-8=-20 Concentrated Loads (lb) Vert: 11=154(F=77, B=77)14=-72(F=-36, B=-36) 17=-7(F=-3, B=-3) 18=-6(F=-3, B=-3) 19=-40(F=-20, B=-20) 20=-221(F=-111, 13=111) 21=-358(F=-179, B=-179) lima-q•Neoa fuice}11f tsR■6e 14 1WHURESrsmur &'ACf111Ft4i{;9e0.�S15YS:tnSCM; lU*fl;t:Ctgall0-e11:51'ferel teN; 1lsc }zexeies �iresl ores sethittnss ti<aN ke ig�OUfwi5:1¢: ryi GoM6. P.E.11:reue S:irsliduerse :ste;st'lrnss {rt!NeeCe l:D, all dUThae>nax[(afes ileA lC.edha?le lMhlt fidii,. Asslnss:es.prnp tef(11 Sllr �'Eej;RN; at Stir Mal Martmi so ior'lilt0 do bt'sip of. sqla tmt l".g a iBDallt,hrim.X(RiILI. T3:I311!£aSSFSy`t05.IFM9a if4J,!t!�:ntt fit[t;tNrlis insf lat@]ia,•.t9t liTilmF£ak%:iJ fifAt Cc'pet,fiellxrsisaatlarsp[rytn artee4'.ga,:�:r,hrm a:CintiP.a ltL qeR fidRtlaal eaCial:atsfiaitfld.il3fiHraetld6e13Cat wr6d[nee't4s Tms, iartwatbisllit,at:'u".�s£efAntat slallktl!supasiiil'fd Anthony T. Tombo III, P.E. nttdla C•si er ol.nkaRi. Kann utrnoBeT9;aelrer «Mnnt nE.-t,t d.'L+k:t ( sataieh Ida¢Eva SA t!e I. ifl sxtilrA mrCxnnl4,: 80083 i fiat n m 5�n•a ldhar. TEN[ anhereyusnd€:;miinmd atimrGts.Su,r�s[utslsrasaxraar:.nssuuarce�er,�ass 4451 St. Lucie Blvd. aktn Nk!iael lrtGakad figedrtxn i4q{yr>'Fcfn a!afiet; iei i«ss 6asipffi{antis(li fat kiliolCesigw,a'assSnlee Erg: rdfifii6atiial.s"tgatluN 4,n:wras Wfiad ie iPll. Fort Pierce, FL 34946 (opyti061 V 2016 A-i Roof irusses -Ant6aoyIUom6o llL P.6 leprodu:tion of this dcuumsN; in any form, is pdEi6ited kltha(the wtinea pesmissioe from A -I tot! basses-dnt6eny i. Tamba lll, P.F, Job Truss Truss Type . Qty Ply A0009544 71381 HJTA Diagonal Hip Girder 1 1 Job Referenceo tional Al Root I cusses, fort F°lerce, r-1- :3494b, Qeslgn(Q)aInLSS.cOm Kun: mi eu s Nov iz Lul r rrinc o. izu s rvuv tc to i r Ivn I uK iIIuubuIUb, un:. t nu mat ova. ,o. re <u ,u ray. , ID:TwFPOygD5NGOTwvpRatt5gzhGyS-BpEgBnSOSF37apF1 g3aypeiBuW9ydxrRhEF5fzdl wv 5-0-2 10-3-12 14-8-14 5-0-2 5-3-10 4-5-2 4x8 = 1.00 12 5-0-2 1 10-3-12 , 14-8-14 nPAri9w4aH nafl_ = AHR in T 0 N N A LOADING(psf) SPACING- 2-0-0 CS': DEFL. ' in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.40 5-8 >433 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.28 5-8 >633 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MPtrix-MS I Weight: 77 lb FT =10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. WEBS I Row at midpt 2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 'Installation guide. REACTIONS. (Ib/size) 1 = 760/0-11-15 (min.0-1-8) 4 = 1285/Mechanical Max Horz 1 = 252(LC 4) Max Uplift 1 = -905(LC.4) 4 = -1437(LC 4) Max Grav 1 = 760(LC 1) 4 = 1285(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-826/1027,1-10=-3195/3635, 10-11=-3190/3636, 11-12=-3164/3639, 12-13=3147/3642, 13-14=-3141/3640, 14-15=-3134/3635, 15-16=-3112/3629, 2-16=-3088/3621 BOT CHORD 1-20=-3754/3102, 20-21=-3754/3104, 21-22==3753/31.05, 22-23=-3752/3108, 23-24=-3753/3109, 24-25=3752/3111, 25-26=-3754/3114, 5-26=-3753/3119, 5-27=-3749/3124,27-28=-3745/3131, 28-29=3766/3147, 4-29=-3763/3159 WEBS. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been, designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 905 lb uplift at joint 1 and 1437 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 190 lb up at 1-3-3, 29 lb down and 27 lb up at 2-1-6, 32 lb down and 31 lb up at 3-6-15, 53 lb down and 62 lb up at 4-5-1, 60 lb down and 80 lb up at 5-10-10, 78 lb down and 104 lb up at 6-8-12, 86 lb down and 128 lb up at 8-2-5, 103 lb down and 146 lb up at 9-0-8, 90 lb down and 130 lb up at 10-6-1, 128 lb down and 185 lb up at 11-4-3, and 111 lb down and 167 lb up at 12-9-12, and 141 lb down and 229 lb up at 13-7-15 on top chord, and 3 lb down and 10 lb up at 2-1-6, 66 lb down and 38 lb up at 3-6-15, 13 lb down and 13 lb up at 4-5-1,.16 lb down and 71 lb up at 5-10-10, 26 lb down and 19 lb up at 6-8-12, 31 lb down and 106 lb up at 8-2-5, 40 lb down and 25 lb up at 9-0-8, 77 lb down and 190 lb up at 10-6-1, 57 lb down and 27 lb up at 11-4-3, and 102 lb down acid 224 lb up at 12-9-12 , and 82 lb down and 23 Ib up at 13-7=15 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=-70, 4-6=-20 Concentrated Loads (lb) Vert:2=-42(F) 5=-77(F) 9=81 (F) 14=-22(B) 15=-31(F)16=-59(B) 17=-95(B) 18=-74(F) 19=-141(B) 20=-1(B)21=6(F)22=-4(B)23=0(F) 24=-17(B) 25=-18(F) 26=-32(B) 27=-45(B) 28=99(F) 29=-60(B) .7-F=_9SQ1�FQ 9-A=_11191A7R1. os t_ at__ t nnn nn1-1— ifax4-fiamef .:;iy Ic,x■Ce'3.7 ie'7rT10SSES; S@l'.r'1. Rutu mt:Ok-A TO, rely 1UTdt=dt!Idts Will! ja':tdfw6e TV Nit lei 3s al msOespsjanrpe,Sryrfih;aawktPa I'd am? MuraseeaaaMWO6xr."tessitesht 6t disitsA �h imtratmala:e109 W}adwltLi. ILa daigsama!`.en, itval ai3etr,�:!d!hh Anthony T. Tombo III, P.E. evia:tAFas7mshrayl"is t--�In das cm, fit Osuismle:xtdalw arbW,.;Ot.igw,it tit uw0Of lit Of Rtedth imilesi!b?utte,3 lfld. To mmd 11,tMail .1Win, a as rrm, uc:4e7t lbll slnroei4 ktotdkcdq tall a A: ragwiitl'jd '80083 ' 61 4i11nl Paipet ns Whom AOsnes idMwLT7ad@e ptew sac aazxdCsiz![t;rmlmdSdsry Marexza(T;Sij!ab!:s5edll in adStu taeweeneliv. renedrddrat.i!4lleha±s 6t a;pudiF`as cadlAxsd3e ixss:vs:ax,'ms6enp [apaau adimtN:tdsska,a!est 4451 St. Lucie Blvd. a6m a ddatlt!eG hrd eryeelt!;au.sugk!e retia hnhti i4Un; OaiplejaHris�9i 6t1a1ler 0esipa,a Uns iniao regeasdaryiailtej. l7 aribrrd h:asasuldutd iaT!il. Fart Pierce, FL 34946 toppighli'2016A-1Roo7Trosses-AnthoutT.TembeHI, P.t. Reploduaiendims dnrnment,innot form, ispsohibitedwilhoutrhewsme6FermissioaItem Ad Root husses-AnthanrT.Tomho11LF.E. JAN UARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTL01 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 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 0 r` Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 3ch Corner Jack's (2) 16d Toe Nails ), TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 6a3mi; tles:ttiosgt our&'lI IC)ii13iS,q�tUi}dtxtlfi%liiSd:iC�l7ti'a"..tdii('S�A'}llr'a�it(fa' hr6 t�rrd.�e a swlaroiehih�3'1-Yt9etpG-isy�i-js/tal�.asi�if te�eKeSR�dlstce es3,6-tt�r2: xa�3tt8 St9: m1( idas3e¢arjk33 s4s9tr3ai tae i[d Gl rci..I:itta3savg:icaaa; e.Slw3asfngw „ae 3r8nae)rwce3av naK. p3tiNae tliKl Dlt(e ae::rpteyxsJ?::j1e.Cw�ul;dtk3ieYe_GK, 41 ttmle jmr�iici,:kees<Ia: w.�iroi; 6s3u}r9aaaes,si:�iaal ' �AntMn T: ITIwglp Tt[� P.E. aEudt�s i33531trre+ltl:Iq'U$SrK3lm3-,eljd EEJa:glbC.¢gieA9xud g3a6aidsagSew ti Fa 3irxutlaa �,aa Mmlax lnxlsattml r3L3 saitGt. i53gps.da;1!+1@prim}'2ce3tCmtlmcalMs4a}.31ve7e<af�!a°yadhgys66Ik�3 KelissU<pt Y - t aS dldE?jiYZ;jkf9d Oi^tSA deIA3SC'J10:ki 3itS1iEFRht3N3d[Y.1t3tk'Eti{I91i:01ik!#SdEfi3lt'7aK'i�il'�S':If}lf;.5 ri163�:[AtRftlllii:.i3k3 {CdY67iW3pXf. iZ:i Lt'EtF7t.3t91 9t3dkr l'a1K��'dlp33at34iD.if, iltC hl dT9j8ttf&Sdi1K1Pd9�i4'..Afis' Sl. &ucle . EMxo:it.3ted�:ie3eTa3m �; 17¢1,atitrry�3E Tti [rr39rYgTgarralwftiel a�Gn�pe±:a TntSF^en Gp�drs 6alea§ l�iu� tMnct of ieir�"sM6 - 4451 St lu[fe$(l'd: Fart Pieke,1 34§46' Topltiy6i�iDldd-lTr¢ITressesh,.YT.t¢oboIILP.T irpadaflia¢aittislaacee3,me¢YfsirisproEiEiiediit*¢Nj�erriteapnaauaehamAlfaFTio3serAs3h¢¢Yiia�6aG1Pd: FBBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVM FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD V-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCH TO DESIGN THE CEILING DIAPHRAGM AND IT ATTACHMENT TO THE TRUSSES TO RESIST I OUT OF PLANE LOADS THAT MAY RESULT FI THE BRACING OF THE GABLE ENDS. 2X6 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) - 10d COMMON WIRE NAILS. 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 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL/II / 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 USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / UKAL TRUSS 1-., ..., STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. i JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIO�JS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWINGIIFOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS 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 TRL (SPACING NOT TO EXCEED 24' O.C.) A PURLI� TO BE LOCATED AT EACH BASE TRUSS JOINT ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" 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 (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) m! sedl5htrxsur�it..�n�ie!errn4-mdEe9nr ne C+v(s ro3xued e3r�atMGriGytnr�v a�:acl.iisi�¢y2s� at.w3{�itaot nM me TfL (etgrasritit�iG trJ et�liass7i taWhvpbnpvM[tshtae a°u3 sCMaL4iC5tPtaktAas repiW�ttsdteps�}ug �apsar�SdegDigaa0nt111 p�i�b�TkmiS&A tsetcie•emd5i {�tscFiimtt. 71 dtm>&R:jmift>" S�w't+t tRad!v of l(F-i t�f��'d I9 U�M, t)L�1paAt i[itlRQ �e i£RS:di�R�2�ii�:`(�R{w`a6{�Jpit,4i'9S£i��t�(1{�.iR�Fq�ildf {�p�i,(j}iRi�lR idN{C�i: (opytltln'J1^.14AdFpd)tesset-Ao oegLEoaNItLP.L ieptedenroaalibsiasoaettinaay;aim,ispiobibliedwilbaettit wtidmoe¢issiaak"f-IIcklisses-Achaml 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. AnEhcny Ti Tombo 111, P.E. 80083. 4451 St, Lurie QNd: F6r2 Pierce, FL 34946 JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.', 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. I BASE TRUSSES -t rNw, t'UMMUIV 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. -eut^yFrosfirzxrlyJlliCftlU�'�iS"1t1y�Ebits;iRsl3ttOr:alLsftt'i3fx;E�EiK3�e�c;t;�tf�I'bra.TtiAf�t'grpetnr;aseJrr.�.erttst+east�jeisipEiasotOP}mt�ti�i,ioaii6.�1,[lehs;reeyttf§itcrsedtatt4�'sestc21etk5tip0.ali tL;elttntw":m jims ssa h+:ct.W de il4liNrl+i. lil insseri,tstrsixy�i, ipn &,porn; �rodstmrNUitj+wrltwatllssx,f frq fvkmofmpwillutptvk`.*.ytnra Ns{+d#ts.>3tshns t+Ta�imatSr3ird}."si+,:lil;lit lts+giss!�ryfve3,iwtag pfaesss,s+!r�l:b Anthony T; Totrbo lll, P.E. 9I�OGIit:Jit,'ss4f©}Stkaq IS 511lfpt4:0�L';ItL36WUI,t-NQ+Ad116?71•Pllf�til�UT]tfS¢l, rt§SIfiK:CISt OtlMit G71t p8�%It�lfililfC bdtL^j(Iftn]1tiLi. �Y �p.3r6tlt(C3?'��t Ht9�9S16'C+i,it82it4't+jlf�t6i�".p.5tK03LG3511La'•l Ci4lfk'CILilI6Fbtt45ip"ulli7lt '. ws�463 ::nta'fc9 as`;eet�[e9rPox, 194m trlMmfl*lZWlky;ftsvivAkbs sP§tte'd:z;frviweGSCay U'r>vauw l£SI)p S5sxt6r;ti mfi6!8 vta.'etei[tlarinst?ismtt:(lYti+t:sskt rispmvkxviesMd9:�s4tlx Uasa9e,yosc(s!ssPne.�&iatc atlUeisYx4sirst�si.§ss .145i $C. IUCie 61Yd. a.fe. ak�tl tai tmt .=i!apnr�sta;�a,wt�sE t thjaiI:e�l on�er.ar;eiT7slr:tniMedi trt igcs,rctea,se:saura�iPtt, Fort Pierces FL 34946 Qpiiigkt O Pgl6 / 1 &nelTrusses-Aatl tlyi.Ta�6o I11 P f. FepmdWia oiltis dote?ant: it a" 141M; is p 0D.6iTed Wrt-kcd tht ctitfan ptssiss :o 40M A•I 1001Ifesses • f c6ovy T.lido III, F.E. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTLOQ p I GENERAL SPECIFICATIONS: 1, NAIL SIZE = 3" X 0.131" = 10d .2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL ter: W. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN � DRAWINGS. �€ 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT �_ __ TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS i 4 II rl ii li h r�i II it rr I, it rl VALLEY TRUSS BASE TRUSSES � (TYPICAL) -Lu GABLE END, COMMON TRUSS, OR GIRDER -LLI P r2 VALLEY TRUSS TRUSS I-lb.(TYPICAL) SECURE W/( r-. (NO SHEATHING) N.T.S. lepiduvion SEE DETAIL "A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. 6" E. mtfianp T:`fcml?o III;: P.E. -� 8I#Of13. 4451: St. Wde Blvd.. Fort FSekc ,fL 34946 9 JULY 17, 2017 1 %.;)%.�'--'J Vl1LLL 1 ti7L 1 VL 1 /"11L STDTL07 (HIGH WIND VELOCITY) ty # A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98. ASCE 7 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAZ( TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND W SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUS I 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. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6112 PITCH NON -BEVELED BOTTOM CHORD I U I I BOTTOM CHORD o e 0 0 0 0 0 CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) sae+;(�,+asasi�a�5ie�i.1�'qiW01T134S!?t'SS3tfl;4iiiultiluSitU>i.�IM94iDf�;1!+"SS±Et">a[6 P'R�t'�l'ka V,drdts?je;adaYat�wdrnlmtanfxsi�essC:sggieo++;ci i3?;cdae:t�[�Ciea5s0.6E,1psiaxe4kti6isetse.Ceists�i�s's.s�midacaTDl.:dil7 ,Mn'titwt q':aisaScDN.udktfiETdDlDitrr:4,ltiTtniML7[ suj;.e,?,Irtishfgam;dxet4amlDDti;ifurb�krgtmd[IktpdstWavloga€nisptt.gxlhiDryGr&bs'fa'mfij Tlrsdigslilt514Ai:8[dl,arLjiii;;T+detipitst�jYmi,i[d>a7cndme:sn'3,lity AndionyT,TomboIII, P.E: udsi[AL�"s Tnts la DfTq du^h6c hsiaiaDMdda D.vtr, da .ce=`scnici gm7alkt t;DN_q lns[s;m&assrlA[IiEIIY,da¢C mf dt(e:d ixdGegoDladlF;I.Tt+dlea`maltFa iDD r,Yni(all�tdgs ir�ts:utidiq imT:9aa1[:asgDc:ssDsdktr¢i sht";5l tk retc[Ti4ljat- : 90093: . msDifDDg Caig4srotdiwhcda SCafts tt¢ami4tiGJeeD+?grDnsei and g�i¢stollk t;{aq 4tpsatxfl;rrbda'Datm�Wjq serGtdl iil �dSKi aeiahir;ldk;irva}c9sys.lililtRxsifasipltstt?:xcn�q�iiitt©sTr�ts Dei+pn,t3tkD�C�nsKaidire{s flmA¢ratr,a�tss 4451 St Lucie Blvd., ii sarcfie idaoiFirfpS¢IasTu(gwcnc�f7tDgn3ts k:rtrtl. YSt?av[9ed;[Iry B,aDlll:gx'tEq Gt.p+r.<slntt Sl fex h�arerdWdt�q l`ttij+rq:ahiFsaeci deEaed®SPF!. FOIL PiP1[B,FL 34946 i.err... l.r...i FEBRUARY 17, 2017 1 ST�ANDARD GABLE END DETAIL . • I STDTL0& , A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4IL-BRACE NAILED TO 2XX4 VERTICALS W/1Dd NAILS, 6' O.C. VERTICAL STUD SECTION B-B I ITRUSS GEOMETRY JAND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.G. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 AlJ� Q VARIES TO COMMON TRUSS Ell 3X4 = v * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 2I' 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 0 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 AT 4'-0'OZ. 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. VERTICAL 2X6 SP OR SPF STUDWISRACE #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. I DIAL. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON (WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFEC'IVE 05-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 / STUD 12" O.C. 3.8-10 5-6-11 6-6-11 I 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6-6.11 I 9-10-15 2X4 SP 431 STUD 24' O.C. 2-8.6 3-11-3 54-12 I 8-1-2 2X4 SP 42 12' O.C. 3.10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6-6-11 10.8-0 2X4 SP #2 24" O.C. 3-14 3-11-3 1 6-2-9 9-3-13 DIAGONAL BRACES OVER G' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO DDTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER SOY OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPFj#2 OR SP #2. ROOF SHEATHING 11� •• I 1� ��1• NAILS 0. L- TRUSSES @ 24' O.C. � 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED w TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENT$ AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 1 FEEIK IARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTL09 I WITH 2X BRACE ONLY NOTES: T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER SOX OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 20 OR 2X6 OR 2XB . 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 � BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE •20 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2XB 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 20 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 FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE IBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK- IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST_ LUCIE BLVD. FORT PIERCE, FL 34946 NOTE ' 2: STRONGB CK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE z 772-409-1010 BOTTOM CHORD OF THE I 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 AP�TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD (0131' X 3') NAILS (0.131' X 7). ATTACH TO VERTICAL rNAILS (0 313WITH )X X) r 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 USE METAL FRAMING ATTACH TO VERTICAL L ATTACH TO VERTICAL L ANCHOR TO ATTACH WEB WIT (3) - 10d SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 7) TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SE DESIGNED BY OTHERS. IF SPLI CENTERED ON THE SPLICE AND EQUALLY SPACED. ALTERNATE'METHOO C OVERLAP STRONGBACK MEMBERS 10d NAILS (0.131' X 7) STAGGEI WHEN STRONGBACK IS NOT ALIE ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) 0 AT THEIR ENDS TD AN ADEQUATE SUPPORT, IS NECESSARY, USE A 4' - 0' LONG SCAB :D WITH (12) - 10d NAILS (0.131' X 3') SPLICING: MINIMUM OF 4' - 0' AND FASTEN WITH (12) - AND EQUALLY SPACED (TD BE USED ONLY I WITH A VERTICAL). BLOCKING (BY OTHERS) M 4 0 " r"BRbARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL11 I NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE -FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST_ LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 60.4 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 �i .128 74.2 67.9 58.9 57.6 50.3 c� .131 75.9 69.5 60.3 59.0 51.1 Z o J in .148 81.4 74.5 64.6 63.2 52.5 N n VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE l0° FEBRUARY 17, 2017 I UP. IIFT TOE -NAIL DETAIL STDTL1Z, r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 THIS DETAIL SHALL BE USED, FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIG IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACIN 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPI VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPEC FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT *++ USE (3) TOE -NAILS ON 2X4 BEARING WALL *** USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR SIDE TOE --NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 • U l C'7 .162 1 72 58 1 39 37 25 J I 2 CD .128 54 42 28 27 19 F- L7 Z Z JO .131 55 43 29 28 19 W .148 62 48 34 31 21 J L0 J N Q M Z 120 51 39 27 26 17 CD Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J 148 57 44 31 28 20 M WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. IE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. TOP PLATE LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND GN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING SIDE TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW I END VIEW FEB�UARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. ,FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS 0 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. q STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS., AND I STDTL15 .�, FRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 r DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO .EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C •lOd NAILS NEAR SIDE +10d NAILS FAR SIDE 2! `.010" - BREAK It1x X' MIN 6' MIN THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR. IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TD TRUSSES WITH ND MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT (SEE SKETCH ABOVE). FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 1 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO.ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.14B' 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 LOOSENINGIOF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X_ SCAB (L) (2.0 x L 24" MAX 24" MIN NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFERITO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES