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TRUSS
a A-1 ROOF TRUSSES A FLORIDA CORPORATION Lumbe1Pd�9igntvalues are in accordance with ANSI/TPI 1-2007 section 6.3 These tr�F designs rely on lumber values established by others. Gt Lucl� c-'amty RE: Job 72805 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: MAKAYLA MCMINN Project Name: MCMINN RESIDENCE =FL Lot/Block: Model: MCMINN RESIDENCE Address: 1828 WILDCAT COVE DR FORT PIERCE, FLbdivision: City: i County: St Lucie StatName Address and License # of Structural Engineer of Record, If there is one, for the buildiName: License#: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 0.00 Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 45.0 psf I Floor Load: 0.0 psf This package includes 57 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 Prof essional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0111883 A01 8/16/18 13 A0111887 A05 8/16/18 25 A0111900 B03 8/16/18 2 A0111892 A09A 8/16/18 14 A0111888 A06 8/16/18 26 A0111901 B04 8/16/18 3 A0111909 CAP 8/16/18 15 A0111889 A07 8/16/18 27 A0111902 B05 8116/18 4 A0111923 HJ10 8/16/18 16 A0;111890 A08 8/16/18 28 A0111903 B06 8/16/18 5 A0111884 A02 8/16/18 17 A0111891 A09 8/16/18 29 A0111904 C01 8/16/18 6 A0111913 CJ3P 8/16/18 18 A0111893 A10 8/16/18 30 A0111905 CO2 8/16/18 7 A0111924 HJ1013 8/16/18 19 A6111894 All 8/16/18 31 A0111906 CO3 8/16/18 8 A0111885 A03 8/16/18 20 A6111895 Al2 8/16/18 32 A0111907 CA 8/16/18 9 A0111917 CJ5P 8/16/18 21 A0111896 A13 8/16/18 33 A0111908 CJ1A 8/16/18 10 A0111925 HJ10P 8/16/18 22 A0111897 A14 8/16/18 34 A0111910 CJ3 8/16/18 11 A0111886 A04 8/16/18 23 A0111898 601 8/16/18 35 [] A0111911 CJ3A 8/16/18 12 A0111926 HJ7 8/16/18 24 A0111899 B02 8/16/18 36 A0111912 CJ313 8/16/18 The truss drawings) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof I russes, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural vE Engineering Documents) are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of profession9Anthony Tombo Ill engineering responsibility for the design of the single Truss depicted on the TDD only. TheT. Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. III, P.E. - "'-►4 w SERIAL #: 4d36b989999e20a5lb6cde8e Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 r A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job 72805 No. Seal # Truss Name Date 37 A0111914 CJ5 8/16/18 38 A0111915 CJ5A 8/16/18 39 A0111916 CJ5B 8/16/18 40 A0111918 D01 8/16/18 41 A0111919 D02 8/16/18 42 A0111920 D03 8/16/18 43 A0111921 D04 8/16/18 44 A0111922 D05 8/16/18 45 A0111927 J5 8/16/18 46 A0111928 J7 8/16/18 47 A0111929 RA 8/16/18 48 A0111930 RP 8/16/18 49 A0111931 VM02 8/16/18 50 A0111932 VM02A 8/16/18 51 A0111933 VM03 8/16/18 52 A0111934 VM04 8/16/18 53 A0111935 VM04A 8/16/18 54 A0111936 VM06 8/16/18 55 A0111937 VM06A 8/16/18 56 A0111938 VM08 8/16/18 57 A0111939 VM10 8/16/18 58 STDL01 STD. DETAIL 8116/18 59 STDL02 STD. DETAIL 8/16/18 60 STDL03 STD. DETAIL 8/16/18 61 STDL04 STD. DETAIL 8/16/18 62 STDL05 STD. DETAIL 8/16/18 63 STDL06 STD. DETAIL 8/16/18 64 STDL07 STD. DETAIL 8/16/18 65 STDL08 STD. DETAIL 8/16/18 66 STDL09 STD. DETAIL 8/16/18 67 STDL10 STD. DETAIL 8/16/18 68 STDL11 STD. DETAIL 8/16/18 69 STDL12 STD. DETAIL 8116/18 70 STDL13 STD. DETAIL 8/16/18 71 STDL14 STD. DETAIL 8/16/18 72 STDL15 STD'. DETAIL 8/16/18 73 STDL16 STD. DETAIL 8/16/18 Page 2 of 2 Job Truss Truss Type Qty Ply A0111883 728(35 A01 Hip Girder i 1 1 Job Reference (optional) Kun: mz i u s may t o zu i o rml![ 0.L I U s May l0 4U l0 lVll I UN II IUU-1 j-, n w. I lu nuy U. r I D: BwD5y9u4JWGF4tOLERt4LsyvEgf-u8luP8H LLnxBpl DcxWIL4NgvxyXOaRLMrRLwmTynlPe 2-0-0 7gop 14-6-11 22-1-5 29-8-0 33 0 0 40-0-0 42-0-0 2-0-0 7-0-0 7-6-11 7-6 11 7 6-11 3 4-0 7-0-0 2-0-0 7x10 MT20HS-- U JJ 34 1 14 -- 60 Jf 30 ow IL 4u 41 4L - 44 4x6 = 3x8 11 5x8 = 2x4 11 5x8 = 10x14 MT20HS= 4xi 2 = 40-0-0 Dead Load Defl. =1/4 in 4x6 = Plate Offsets (X Y)- [2:0-7-8 Edge] [3:0-3-12 Edge] [5:0-4-0 Edge] [6:0-4-8 0-2-8J [11:0-4-14,0-b-ul LOADING(psf) SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.43 13-15 >831 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.4213-15 >856 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) -0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 247 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except- T2,T3: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W2,W4: 2x4 SP M 30, W3: 2x4 SP No.2 W5: 2x8 SP 240OF 1.8E BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing: WEBS 1 Row at midpt 6-15 2 Rows at 1/3 pts 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 2317/0-8-0 (min. 0-1-15) 11 = 5303/0-8-0 (min.0-4-6) 9 = -244/0-8-0 (min.0-1-8) Max Horz 2 = 92(LC 26) Max Uplift 2 = -1696(LC 5) 11 = -3679(LC 4) 9 = -495(LC 19) Max Grav 2 = 2321(LC 19) 11 = 5303(LC 1) 9 = 81O(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4372/3461, 3-21=-4927/4029, 21-22=-4929/4030, 22-23=-4930/4030, 4-23=-4934/4031,4-24=-4929/4028, 5-24=-4929/4028, 5-25=-4929/4028, 25-26=-4929/4028, 6-26=-4929/4028, 6-27=-2115/2775, 27-28=-2115/2775, Continued on page 2 TOP CHORD 2-3=4372/3461, 3-21=-4927/4029, 21-22-4929/4030, 22-23=-4930/4030, 4-23=-4'934/4031, 4-24=-4929/4028, 5-24=-4929/4028, 5-25=-4929/4028, 25-26=-4929/4028, 6-26=-4929/4028, 6-27=-2115/2775, 27-28=-2115/2775, 28-29=-2115/2775, 29-30=-2115/2775, 7-30=-2115/2775, 7-31=-2110/2769, 8-31 =22112/2775, 8-9=-1 477/1842 BOT CHORD 2-16=3044/3826, 16-32=-3073/3855, 32-33E-3073/3855, 33-34=-3073/3855, 15-34=-3073/3855, 15-35=-2098/2531, 14-35=-2098/2531, 14-36=-2098/2531, 36-37=-2098/2531, 37-38=-2098/2531, 13-38=-2098/2531, 13-39=-2098/2531, 12-39=-2098/2531, 12-40=-2098/2531, 40-41=-2098/2531, 41-42=-2098/2531, 11-42=-2098/2531, 11-43=-1604/1388, 43441=-1604/1388,9-44=-1604/1388 WEBS 3-16=1-686/849, 3-15=-1029/1266, 4-15=-10681738, 6-15=-2012/2639, 6-13=-493/593, 6-11 =-5792/4721, 7-11 858/615, 8-11 =-1 755/1227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1696 lb uplift at joint 2, 3679 lb uplift at joint 11 and 495 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 281 lb up at 7-0-0, 114 lb down and 148 lb up at 9-0-12, 114 lb down and 148 lb up at 11-0-12 , 114 lb down and 148 lb up at 13-0-12, 114 lb down and 148 lb up at 15-0-12, 114 lb down and 148 lb up at 17-0-12, 114 lb down and 148 lb up at 19-0-12, 114 lb down and 148 lb up at 20-11-4, 114 lb down and 148 lb up at 22-11-4, 114 lb down and 148 lb up at 24-11-4, 114 lb down and 148 lb up at 26-11-4, 114 lb down and 148 lb up at 28-11-4, and 137 lb down and 164 lb up at 30-114, and 250 lb down and 294 lb up at 33-0-0 on top chord, and 363 lb down and 448 lb up at 7-0-0, 109 lb down and 124 lb up at 9-0-12, 109 lb down and 1124 lb up at 11-0-12, 109 lb down and 124 lb up at 13-0-12, 109 lb down and 124 lb up at 15-0-12, 109 lb down and 124 lb up at 17-0-12, 109 lb down and 124 lb up at 19-0-12, 109 lb down and 124 lb up at 20-114, 109 lb down and 124 lb up at 22-114, 109 lb down and 124 lb up at 24-114, 109 lb down and 124 lb up at 26-11-4, 109 lb down and 124 lb up at 28-114, and 88 lb down at 30-11-4, and 367 lb down and 107 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 8-10=-70, 2-9=-20 Concentrated Loads (lb) s:vtg"AtIODWy Gs1tla¢emry:desslni anedhtfit 1)Olr 09k dsei-Oeslp 6ylteeilt,Sse:idlr 6yiuerp4: ednwr100«pnNs¢napa;ednelraL•ssind enzrr6y rts,nfllilR(':nGt lKnrsle sa;IeTnss derdTat de d wit SO ulptitsIM. T4yamnapitn.StrSatosCans.sNaiiry Anthony T. Tombo 111, P.E. Hut hest4t nr tnld,ey is llwesyntilililyd7eO.ear,tle Ontisa;da irdtpm er lit rnlfeyUesp?, 1 N Dian slat lit&:: mdtlt Walb. grele udKl.TltryynleTalk, 100 ndvnfiefdueddt Tnss. udt6etlxCi g, sa;eye, Itsnlimn udtm n, se Et Ee nsrasa:'.:tJd E80083 lkte:day0n�gse eMretaae. d1:DDs sdwsk RelOD eblsyrmrtnad}.idJ to d1L•GJIiry (t¢q aM Sde¢lie:Dtnn{tL'Pytllldxd lr T?IeN SlLS nerdntzed`H ytnDl .idnre IN ft i1t�s(tet141s cadrin dtitt ns Dtnyen,l�ns Oef�t6ynnrdliDesgau't.^.en; uxst 4451 St. Lucie Blvd. t3aaitt ltFtd lyarev-rn eyredew it wr@q!(dlyM:n lHdtti TetTmsRsl,pflaudsdOl"we EalAag(:t,ytu,uTnts SrS.es Eryuur r:'ayleil4vg dllr .s4adk m v-ddmdDlrl 1. Fort Pierce, FL 34946 m i (opyrighl0 2016 A I loaf posses-Anthonyl. Tombo Ill, P.E. Reproduction of ibis dodumeni, in any fors piohibited without tht wriltea a bo la A-] Roof Tresses-AnthonyT. Tomb 111, P.T. I . Job Truss Truss Type Qty Ply 72805 A01 Hip Girder 1 1 A0111883 Job.Reference (optional) tun: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:17 2018 Page 2 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-u8luP8HLLnxBp1 DcxWIL4NgvxyXOaRLMrRLwmTynlPe LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-177(F) 5=-112(F) 8=-203(F) 16=-363(F) 21=-112(F)22=-112(F)23=-112(F)24=-112(F) 25=-112(F) 26=-112(F) 27=-112(F) 28=-112(F) 29=-112(F) 30=-1 12(F) 31 =-1 37(F) 32=-89(F) 33=-89(F) 34=-89(F) 35=-89(F) 36=89(F) 37=-89(F) 38=-89(F) 39=-89(F) 40=-89(F) 41=-89(F) 42=-89(F) 43=-63(F) 44=-337(F) 61tig rlc.se6tr.gHrra!ir?!ife'g-I IDDF nt5581'SEl1EPj, 6EE3S:lErNSdg91:AiIDAS (oSlgNrx7];AIX9GR'�'vidEei form-Tndrtouts rerioden wrelAodes n Its lass Davo-igRf4} Nth Adkerl. Te IR"U.Idereme Shen! Were Ise. Detest dhniu Odd witTOg,od1 4�1TFSi1RF!hfg�Y:ef ihl}-!e.sedfirtts i}Dlair nlil. 45eTmtgesigv hgntt{le,Sge;.lry redtlYj,6!Ld.e oTlgO rerresentrtuapa:ed16e 1rd saUld ew4nils r!ynAlilrtrfi: roe l!L hikesre�ITnss iep'nd liie Trig Bl(,Td{pli-i,T�{MiDi]flip{Illtl.ifdT]<tledlN!.ftlllll Anthony T. Tombo III, P.E. W Ise dfelt T.W.r.ol Whi is lie rzsp.!ikrngdCt Pnrr,6e0+ae6e03rtrdezElie e rdl{ieg D"11weslxteehot ON K6t8!ae{fit NEO1'{rgit, .1 TKI. Tie stpil d ne IN ssl de!fidelse dli! Trtss.mdadj kuof s%rgr, WbIleNa Wkrt l rldit, ra!r'1VAWh1Ard $00$3 ' INU., Des"!.4ceenem% Art rotrsit &!AIse Wed Ise p.3insm7gnldnssdto- PilholUymwsort 1 mvs.(tor1.11"iNhyRIIASIUwenleteu!d.'cAgerm)PlumINW-l!snpos;Whes;Wt asCieNisDniper,Nsoes'paps,rairrnsNaulaNrer,rek«80083 se 44515tLucie Blvd. .4edst (Arl IfIbsurd epedopt h crltlgigdl grrnts btled. ThNss Ded�rgieeeri; IDi Ct ga9ag gts:gaer, n inss SIt!a ogu!er dreg iNSg. 4g mg;Madfirlas rrz m {dad IaRtl. (oppighl02016A-I Roof Trusses -AnfhonyT.Tombo111,P.E. Reprodutionofibisdocument,inonyform,isprobibitedwithoutthewrittenpurmissionfromA-fRoofTrusses-AmhonyLTomboIII,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111884 728155 A02 Hip 11 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 5.210 s May 18 2018 Mi I ex Industries, Inc. Thu Aug 16 i 1:4s:1a 20i 8 rage I D: BwD5y9u4J WGF4tOLERt4LsyvEgf-MLsGdTIz6532RBooVDGacaN2iMrzJyGW355TIwynIP 15-10-11 22-9-5 29-8-0 31-0-Q 40-0-0 142-0-0, 6-10-11 6-10-11 s 10-11 14--0 9-0-0 2-0 0 Dead Load DeB. = 1/8 in 5x6 i:r 3x4 = 4x6 = 3x6 = 3x6 II 3x6 = 3 1 A r. a 7 a I~ 4x4 = 6x6 = `� 4x6 = 5x8 = 4x4 = 5x8 = 4x6 = 9-0-0 19-40 29-8-0 40-0-0 9-0-0 10.4=0 10-4-0 10-4-0 Plate Offsets (X Y)— [2:0-3-12 0-1-1] [5:0-3-0 Edge] [8:0-3-0 0-2-01 [9:0-3-12 0-1-1] [11:0-3-0 0-4-81 LOADING (psf) SPACING- 2-M i CS 1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.83 Vert(LL) 0.33 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.27 15-17 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 215 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1473/0-8-0 (min.0-1-12) 11 = 1826/0-8-0 (min. 0-2-3) 9 = 590/0-8-0 (min.0-1-8) Max Horz 2 = 113(LC 11) Max Uplift 2 = -821(LC 9) 11 = -1158(LC 9) 9 = -327(LC 13) Max Grav 2 = 1473(LC 1) 11 = 1856(LC 23) 9 = 664(LC 20) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/2916, 3-4=-1945/2774, 4-5=-1923/2746, 5-6=-192312746, 6-7=-377/382, 7-8=-377/382, 8-9=-512/341 BOT CHORD 2-15=-2288/1929, 14-15=-2538/2189, 13-14=-2538/2189, 12-13=-1666/1546, 11-12=-1666/1546, 11-20=-225/363, 9-20=-225/363 WEBS 3-15=-812/525, 4-15=-434/287, WEBS 3-15=-812/525, 4-15=434/287, 4-13=-487/392, 6-13=-1057/686, 6-11=-1834/2263, 7-11=-573/541 NOTES- 1) Unbalanced roof live loads have been considered for this) design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II;IExp C; Encl., GCpi=0.18; MWFRS (envelope) and C iC 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 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Pro'vide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 2, 1158 lb uplift at joint 11 and 327 lb uplift at joint 9. LOAD CASE(S) Standard Gedq�rbsseBmepHyrnie,rlse'al nD'-0:558('i<l4ti j6FA9a: TfINSa[DFuiIICSS(1ST7Mj Sn];i:nGE,Fuaihi'Itez SKArr<dpraea94n ed se•^a edisnifisLty DeSgtD!sels]Elts�; trs ikt ldlu(T. iexlti;!,r.L rdaene R»i stSre rs!. Uden tiknise d9dttHelW,tl!p 41Tekutreterp!Or stmt4! nel InWDD 1, 1, 41. IstT,ns Destie 110.1. 0.1. Sprfol ,,illy 110.! Id isattrMayrnats. vnytme A N prolmsiod eeysFeley resytn1111ay k:6.dts:yaA Of s#olfsss@pll it tit TDD Wye oaeuliFl. The d:slya nnnptucs.itd:epoetinx!. sehtllt!l Anthony T. Tombo TTi, P.E. dne OZT.sshre4 WIF.1 I,tfesesprniMih 0ftover.th{]n ieAvad a or At ltililey Duiytr., a Gnebd ON ler,8!Ia:stltoe bud bYiyaft ..I Mt. Toe qF 1,11 IthA nifieldne d tie Tnss.Wdq hC4 st!eIt mtAth., rid Netby sKil ?sn re!eif t!.tyd 880083 ' aeC+.fey Dtsn^eerl4ss�eeso!.aDa!essestalblklDDMln ps�nes ml pddnndtl: tnlaq kaitlzlSdery la'tatsnn7(7f peEh4ea epfil and Slu erreh,rdh, ieeen!.tlnsr. TPl eeFus'l: ttsprs.edsiests8b':ndttT!es!6e[Iits,Irns Dt•.iys:aprntlarnss@mfr..e!lr,a'efS 4451 St. Lucie Blvd. de.dse dda0yobted oFtEdapet to won it, di la:ts¢�clteL iheTnss CrslysEgitrerls lCTCs Ea'InyDntgae,nl�n SKla tip eerdoy lel$zp. Ali tcy:�a.l x;as ntm idael lairTl. Fort Pierce, FL 34946 (opyrighim7016A-I Roof Trusses• Anthony T.TomboIII, P.E. Reprodoaianofihisdoromenf,inanyform,isptobibhedwithoutthewrineapermissionhomA-1RoofTrusses•AnthonyLTomboIII,P.E. Job Truss Truss Type Qty Ply 72805 A03 Hip 1 1 t A0111885 Jab Reference (optional) R' Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Thu Aug 1611:43:19 2018 Page 1 ID:bjWQuOeK4gjcZSpKow9oHdynL8n-gXQegpJctPBv3LN_3xnp9owCQmBg2Okfllgl rMynlPc -2-0-0 5-9.4 11-0-0 13-11-8 20-11$ 27-11-8 9-0 34-2-12 40-0-0 42-00 2-0-0 59-4 5-2-12 2-11-8 7-0-0 7-0-0 -0- 5-2-12 5.9-4 2-0-0 5x6 = 4x1b = 3x6 = 1.5x4 11 3x4 = 3x6 zZ Dead Load Defl. =1/2 in 3x6 = 4x8 = 5x6 11 ''` 5x10 3x8 -- 13-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.48 13-22 >656 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -1.00 13-22 >313 240 BCLL 0.0 Rep Stress Incr YES WB 6.73 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 207 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* B3: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-15 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 203/0-8-0 (min.0-1-8) 15 = 2675/0-3-8 (min.0-3-3) 11 = 1011/0-8-0 (min.0-1-8) Max Horz 2 = -131(LC 10) Max Uplift 2 = -191(LC 12) 15 = -673(LC 9) 11 = -344(LC 13) Max Grav 2 = 274(LC 19) 15 = 2675(LC 1) 11 = 1018(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/832, 3-4=-354/1055, 4-5=-219/942, 5-6=-282/189, 6-7=-282/189, 7-8=-282/189, 8-9=-719/735,9-10=-890/711, 10-11=-1348/1016 BOT CHORD 2-16=-690/399, 15-16=-1378/973, 14-15=-1630/1137, 13-14=-254/833, 11-13=-703/1172 WEBS 3-16=-528/573, 4-16=-611/367, WEBS 3-16=-528/573, 4-16=-611/367, 5-16=-566/1j156,5-15=-1907/1042, 5-14=-702/1743, 7-14=-569/506, 8-14=-509/568, 10-13=-496/537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 2, 673 lb uplift at joint 15 and 344 lb uplift at joint 11. LOAD CASE(S) Standard b'udq Fleece fiungHgrnierlh'A1 TDCHBDSgrS(aE[i g6E834 T(Ir1gIna Tudriesigrjvwlen salreei odeswIdsl�eu Des cl Dluay{@G eri nn Aerioerl.le¢De ii r.E.Idnexe4esl iSS!e ne. Miss uienise slatedm fie TDp-a 104oeee0er g:eks sldtMuelfirfis TDD le h,snf.Aselrul Deslgv EeprzuEle,g}esuD( Et.dwei.he sure. yDDripseseus"uscep;e sash pld:sdeal eeg'sterisg r!speeAlllDg`r lie iu-gaol De s!speTrus iegind eefieTDD nll, rater UP. N, ies!go usnnpieu. Irteagsoeimis, s.AM7 Anthony T. Torritso III, P.E. ¢l esedeiil rsess4req tdl6eg islk respe!ikiPogdba lg( Ow:r.lh Oneissd�s�Dtignlutle ldltag Desigsse,aP,e nehndfie lK, ¢imdfiehsd I.I.Insefe ¢i r� .leslgsnr: dlle IDD ul nrWT Ise If fie Truss, b3dideggad`4miis, hs rrhllefiu esik ersg tbdik-efere!ga t?:Igd � 80083 ' fie Cr:Yap Desig^�Iel Csmernal. All .,Isset wisdt lDD red he pr�lmwigeil!fie!sdiL•4leig(oepmee gohq lnrmuea(1(1¢paHlsHai eg irl nd 3lG nzrd!r aslha geurol �aAar-IFsl eairesfiensgwibDnes nDdadfieLrsl Dsslgeer,l!us Desip Engiuermrfnss 8aaheweyaDss s]uriu lrfisdrgo6d�e rein eie vriAe I dl prK tte!hei TDt Tr1)S'".'tII E uerD lCriie ra is �Fsi oer,uTmtgrt!sE made sniti .81 r•,u:�atlStas nenli�mel iaRll. 4451 St. Lucie Blvd. E Fort Pierce, FL 34946 (optright(02D16A-1Roollmsses-Ambanyl.Tomball6P.E. Reproduction of ibis document, in any farm, is prohibited without theieritlenpermissionfromA-IflooETmsses-AnthonyLTomhoill,P.E. Job Truss Truss Type Qty Ply I A0111886 72865 A04 Hip 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Mf 1 ek industries, inc. I nu Aug lb 11:432O 2Oi8 r ID:bj WQuOeK4gicZSpKow9oHdynL8n-Jj_029KEeiJIgUxBcel2i?SO19bSnovpXPaaNc 3 20-11-8 27-0-0 27-11-8 33 8-8 , 40-0-0 42-0-0, 7-n-0 6 0-8 0-11-8 5-9-0 6-3-8 2-0-0 6.00 F12 3x6 = 6x6 = 1.5x4 11 3x6 =3x4 Dead Load Defl. =1/8 in '- -j 6.00112 3x6 = 3x6 — 1.5x4 11 5x10 MT20HS-- 5x10 Z:- 1.5x4 11 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 FBC2017IfP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 1 Row at midpt 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 324/0-8-0 (min.0-1-8) 17 = 2489/0-3-8 (min.0-2-15) 12 = 1076/0-8-0 (min. 0-1-8) Max Horz 2 = -151(LC 10) Max Uplift 2 = -215(LC 12) 17 = -514(LC 9) 12 = -355(LC 13) Max Grav 2 = 412(LC 23) 17 = 2489(LC 1) 12 = 1076(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-236/612,3-4=-338/976, 4-5=-321/1043, 5-6=-183/914, 6-7=-513/353, 7-8=-513/353, 8-9=-572/392, 9-10=868f780, 10-11=-9661757,11-12=-1561/1039 BOT CHORD 2-18=-499/387, 17-18=-499/387, 16-17=-1092/928, 15-16=-285/902, 14-15=-718/1325, 12-14=-718/1325 WEBS 3-18=0/315, 3-17=-797/668, 20-11-8 DEFL. in (loc) I/deft Ud 0.82 Vert(LL)-0.1115-16 >999 360 0.54 Vert(CT)-0.2615-16 >999 240 0.93 Horz(CT) 0.07 12 n/a n/a 3-18=0/315, 3-17=-797/668, 6-17=-� 553/859, 6-16=-604/1547, 7-16=-455/424, 9-16=-391/534, 11-15 =-626/548. 11-14=0/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=2124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord !live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 2, 514 lb uplift at joint 17 and 355 lb uplift at joint 12. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 206 Ib FT = 10% sndy.11e Teitfuitepuraderseaistlos SaTe ),C'rE lddeaefl:sf irr'enr. lldeugle[+ur slid ec HrlW,ca:'y WTe![trtem,j:ehsslslilr esedUrrts lOD leuniil. 8efrms Desip hputr{in<SpeHeOp b�ar,;,�e sednap',100 npnersnvnpaudlla prdtssind egas:deonyasilOip'e; ISt iss!nr-deseTnss iepdehttle IDO edt.ryvT$I. ik ieApsasnopmt!.Ixfap tudnus. ni61111eA Anthony T. Tombo III, P.E. .11 as d+ls fsssty eq Initial is Ike «t"iflaliydski*uctle0-isawvalgirth l.roes 0tsifaer, roHtnrndd tie lK,i, Ir.saitia[aidWiiesellaiALE. At oppanidIII TOD sod Thdi ass rflie inmedr6n kafikp.malt, isshVenn nel07ilonT4 Fe nspu>i:tyd �80083 ' RaktiexgOiso,mil(sic[Cas- All WIsset W.0.TOO vilie ptdim Wp+ldn:sdIl:king (wpmnWay 14onarfin{KSO1,16Erd:TfTiniSKAr:rdvrcNpeetrdpa4mt. 4451 St. Lucie Blvd. eYtmu/ditdlTateshd e$eri eptUvdOsp{Tdlperasiar sei fieTnss C+s:mrgtee, Is ACT tk Ia:AapOniperrrTen Spta Eepneer e. set Whig ,,. JIM uTrtl. Fort Pierce, FL 34946 (opyrighlCt)2016A-lioeiimsses-Anihonyl.Tomho111,P.E. Beproduaioneflhisdomment,inonyfcim,isprohihiledwithcutthewotteopermissionhemA-1 Roof husses-Anthony LTomb 111,P.E. Job Truss Truss Type Qty Ply >. 72805 A05 Hip 1 1 A0111887 Job Reference (optional) P, ��e gun: 8.2f u s May 18 Zu18 runt: 8.210 s May 18 2018 MiTek It 3-11-8 = 6.00 F12 3x6 3x4 ,;' 1.5x4 II 5x6 = F a 7 0 Inc. Thu Aug 16 11:43:20 2018 2-0-0 1.Sx4 II 6.00112 3x6 = 3x6 = 5x10 MT20HS� 5x10 z- 1.5x4 11 20-1 33-8-8 Dead Load Deft. = 118 in I LOADING (psf) SPACING- %0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.10 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.24 15-16 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 218 Ib 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 4-2-13 oc puffins. BOT CHORD Rigid ceiling directly applied or4-11-13 oc bracing. WEBS 1 Row at midpt 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 301/0-8-0 (min. 0-1-8) 17 = 2525/0-3-8 (min.0-3-0) 12 = 1063/0-8-0 (min.0-1-8) Max Horz 2 = -171(LC 10) Max Uplift 2 = -168(LC 12) 17 = -519(LC 12) 12 = -366(LC 13) Max Grav 2 = 405(LC 23) 17 = 2525(LC 1) 12 = 1090(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-111/565, 3-4=-413/941, 4-5=-397/1126, 5-6=-497/304, 6-7=-444/254, 7-8=-444/254, 8-9=-963/955, 9-10=-906/761, 10-11=-1001f739,11-12=-1591/1007 BOT CHORD 2-18=-456/305, 17-18=-456/305, 16-17=-1102/999, 15-16=-42/744, 14-15=-690/1350, 12-14=-690/1350 WEBS 3-18=0/319, 3-17=-764/663, WEBS 3-18=0/319, 3-17=-764/663, 5-17=-1555/863, 5-16=-498/1455, 7-16=-416/369, 8-16=-426/542, 8-15=-697/580,9-15=-324/419, 11 -1 5=-618/544, 11-14=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-610 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 2, 519 Ib'uplift at joint 17 and 366 lb uplift at joint 12. LOAD CASE(S) Standard Wcdg-PleaetlGne9Nrulie;7 fGe'A I I]Gf n KSrS I'SE(tbl'T 6(A;IF€ rE11158 (DtD10055 [DSTDRS PdREI'}lElilOATED NEXT' Ixr 1e 4 frdp FawilerG atlmd asin ufbisNis Des pi D-h)(101, erd IN ldbuyl. Tabs D H. tderzme Qed!*!f k'ts. Ddess 4IbK'/IN dd!t1G11 TDD,-1 ILi Eu."r�ahs sun kesit fer ot]Do if beedd. b a Tress Desipf1prser[ee,SNadnbtluwtle suit a ofTODretrmedt a sapft�ed IN prdessind rerselionspualdiryfs,de IH.V0IN ssrierraut±piaeta?kTDOWit oAirMi.Tte detip asaapire. srl�rgurtinns, sasliley ed aedlih fsss4±ag rs+Ifiag is tb respx!ikiti¢d1`�One!,de0+atr'tr�:mn±rl esedelle rnitug Desiltsr,mMe nd:ndeie lC,3tl;r title brdts'lirrdt a3rtt.l. , Anthony T. Tombo IIIe P.E.Thgr.Y 80083 ' net saiDeVr`E!.dEear7 u%A]iakssit"!sINNoviIkepim'salpsidnefdtNtnlf 1(G¢pa,uSderylia�oGNa{t(�pHlsiedbrT7laMSlUnereles,ash!pasa!y dar..lYleebrssdenspub'TesEdge- VllLrssDedSare.TlnsDespa0paerrnifouyzish re!,uxsi 4451 St. Lucie Blvd. etrmse Irfiart Fyo Dsaf apedayav s mtlgh dI pu±:as IssdtA lbeTnu teslp [sfisur is lCi'ara dap Desipzre,uless Sys+enEyaered®rbeil8g. UI rg'da�9�;os arsas dermd (o1T41. (opyrighl*2016A-1' Roof Trusses -Anthony 1.Tombolll,It.f.Reproduoionoffbisdomment,inany form, isprobibiledwithaulthe written permission here A -I Roof Trusses -Anthonyl.Tombo111,p.i. Fort Pierce, FL 34946 Job Truss Truss Type Q tY PIY A0111888 72805 A06 Hip j 1 1 Job Reference (optional) a �a Run: 8.21U s May 18 2018 Print: 8.210 s I D:bj W QuOe K4gjcZSpKow 7-3-0 13-11-8 17-0-0 23-0-0 27-11-8 7-3-0 6-8-8 3-0-8 6-0-0 4-11-8 5x6 = 5x6 = 6.00 12 8 2018 Mi I ek Industries, Inc. r nU mug 10 1 , .4J.G , cu ! u , 1.5x4 I I — 6.00 12 3x6 = 3x6 — 5x10, MT20HS� 5x10 zz: 1.5x4 11 filtSlfEAI Dead Load Defl. = 1/8 in 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 TG 0.77 Vert(LL) -0.10 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.24 14-15 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Weight: 227 Ib 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 4-1-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 6-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 369/0-8-0 (min.0-1-8) 16 = 2420/0-3-8 (min.0-2-14) 11 = 1100/0-8-0 (min.0-1-8) Max Horz 2 = -191(LC 10) Max Uplift 2 = -186(LC 12) 16 = • -520(LC 12) 11 = -393(LC 13) Max Grav 2 = 466(LC 23) 16 = 2420(LC 1) 11 = 1121(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 70/414, 3-4=-241/789, 4-5=-225/974, 5-6=-17/929, 6-7=-397/374, 7-8=-1055/1097, 8-9=-980/865, 9-1 0=-1 071/842, 10-11=-1656/1107 BOT CHORD 2-17=-322/238, 16-17=-322/238, 15-16=-451/659, 14-15=0/680, 13-14=-778/1407,11-13=-778/1407 WEBS 3-17=0/318,3-16=-762/661, 5-16=-339/454, 6-16=1541/505, WEBS 3-17=0/318, 3-16=-762/661, 5-16=339/454, 6-16=-1541/505, 6-15=7272/986, 7-15=-536/678, 7-14=-'873/705, 8-14=-374/491, 10-14-607/528, 10-13=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd 1, 124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOI-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 2, 520 lb uplift at joint 16 and 393 lb uplift at joint 11. LOAD CASE(S) Standard tG'edq•pinaduFFIH,.,t•hRtk'A1iDCrnD453jSNaj,6Ci9A'_TEIMSSW4 !e of, Udns F@eninsJd! E§,TDD,%!i P11Tekoott"rp!En Otih,srihohrDD Is oenhi. AseLass DaipF hpne{I.e,Sce!Iflly Frpwet;,:4rtdnmrlDDnprestetrcu¢pmu ed rle pdnrtFFderA2FerUu regntlllep k: tSeles!Fnf, tke szprrnsslrpnd Fella IDDmFIr.Mu7r41. Tledn!gaasnnpim. Ind.; vohnu!.s'adll!y Anthony T. Tombo III, P.E. BS�Iftlt dif Not? up 101A? is Si nit W hol"olka:rtlool-I MI. To opp Wolth TOD vioo!Whse 280083 !kFt'.kltg Besga:ns[Fp-Fnm. LIE UAs seWlit lh iDD Fvlln p:miresafgFilelnesdtle kit6grcrtps!d Sdiy lzamNn(tt1f,: pFNiskei Sp l?I cad kkU rtenl!md'n gerna'�ndare lPrlk5Wf7rrtSpem:4iaieswJd'!sF'.leT!FSS DY3lgrrf,T,FSelrfplfipwtrWr Tn:nptirlMe!l,�R'tSS 4451 St. Lucie Blvd. F#aniu ddiFdlyoh9Naged FpFie mifiep l!etlput:uin?rei lbe inssve;I�CspFen!srCl Yx laridtgcetpa¢,rrinssgpSexEFgirazt e'mp4Fi14ag All rp,.i14"ros WO add h it". Fort Pierce, FL 34946 (opyrighf©2DIEA-Ifaafyfusses•AndonyT.Tom6aIII,P.i. Reprodudionoflbisdocument,inonyfmm,isprohihitedwithoutthewrittenpermissionhourA-1RoofTrusses-AnthonyT.TomhoIII,P.l. Job Truss Truss Type I Qty Ply r 72805 A07 Hip 1 1 A0111889 Job Reference (optional) T 0 RUrI: 6.L IU S may -IC Lu-Its Print: ts.zlu s May 16 2018 MiTek Industries, Inc. Thu Aug 16 11:43:22 2018 Page 1 I D:BwD5y9u4J WGF4tOLERt4LsyvEgf-F66nTrLUAKaTwo5Zk3LWnQYkzzIQFhG6J3hRhynlPZ 21-M -2-0-0 7-3-0 13-11-8 19-0-0 0-11 27-11-8 33-8-8 40-M 42-0-0 2-0-0 7-3-0 6-8-8 5-0-8 1-11-8 6 11 8 S9-0 6-3-8 2-0 0 5x6 = 0-0-8 5x6 = 6.00 F12 6.00 12 3x6 3x6 = 1.5x4 11 5x10 MT20HS- = 5x10 � 1.Sx4 I I 13-9-12 Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.25 14-15 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 234 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 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 426/0-8-0 (min.0-1-8) 16 = 2333/0-3-8 (min. 0-2-12) 11 = 1130/0-8-0 (min. 0-1-8) Max Horz 2 = -211(LC 10) Max Uplift 2 = -187(LC 12) 16 = -544(LC 12) 11 = -411(LC 13) Max Grav 2 = 513(LC 23) 16 = 2333(LC 1) 11 = 1142(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/276, 3-4=-142/659, 4-5=-127/844, 5-6=0/823, 6-7=-451/525, 7-8=-1159/1235, 8-9=-972/939, 9-10=-1130/916,10-11=-1697/1161 BOT CHORD 15-16=-124/522, 14-15=0/541, 13-14=-823/1441, 11-13=-823/1441 WEBS 3-17=0/318, 3-16=-747/644, 5-16=-429/553, 6-16=-1665/459, 6-15=-332/1032, 7-14=-1 177/923, WEBS 3-17=0/318, 3-16=-747/644, 5-16=-429/553, 6-16=-1665/459, 6-15=-332/1032, 7-14=-1177/923, 8-14=-482/618, 10-14=-576/487, 10-13=0/260, 7-15=-559/749 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 2, 544 lb uplift at joint 16 and 411 lb uplift at joint 11. LOAD CASE(S) Standard So!dq�tlnse tluearHyearirwtse'AT IDCi fI!'SSTS{'iftlEPl G[F:L'(TFtNS6(Dpf111G4SC1SitiAtt El17;!(I(tlAg':EDSMEMi bras TerA7�llsiyl Tuemdmisd m�e>Ies ee Sliil:ess 9es�0!eriyffrG; rzd IM AlIIu71.1e.T5tCt r.r. Merzmetkest4ea�resf. 0deu rake!risl slnel lotleTDD,�aly ffilka"Wel p:els skill Se wife lh IDDhkerdtl. As eTrxr Desire rryleter(i9 SpatDy b.d.e^.he mWu 171)Onpueds re mpm d see pHnilelel erg'rxsriey r.ynshany3r he dsVpdhl StOeTsrssdymd wh TDD nh, ndeTH. Tv des'rs ns"er.. leday niklnns. schilrr Anthony T. Tomb III P.E. 61,11A* rdrudt6h lnssheup tliifiry is'leuy a.0here,tde 0-(,eas!hetimv Ike rdldiey Desiree, Mte ruhd d l l9'VEudtke WA hfsy nderxd KI. De yynnid he IDD ad W1A,, efhe inse, iuD5and7:yn1 . rye, lutelldin rid hurg shl"a lk ttspn:Rhef :80083 � ZtN Ir,.:e5r.Dts-s!:enGnd,..il.n.esSOAilitIhIDDJIk1,W!s(9ptelms el3!k1uy(mrlalSeel tdxvmn(s(Sf14iIW3 I Asia iserhasselS!yeunlpdnuT:Iu5eesSernye�.ss�!esaaa:�r�elm3owrle.l:n,olrai,�eairnesp�n!!�!e,n,er g451St.0083Lucie lvd. e'lemu drFeslkpu(eil¢tl epeld ep! ie mfiy trill ptrtes Imdeei Ikeinss r4slp Ear eert is dCi he eM;day des:paer, rtTnss Sps'!M Eorhter e'ra(dril5ar. All %W19fem trees dedael ON 1. (anaightQ2016A-IRoofhussar-AnsdooyLbmhoIII, H.Reptoduuionof[his dommenf,inany fum,isprohid0edwitheutlhewdtrenpermission from A-1Roo(Trusses-AnthonyT.Tomto III,f.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111890 7281�5 A08 Roof Special ' g 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:23 2018 Page 1 ID: BwD5y9u4JW GF4tOLERt4LsyvEgf-jlf9gBM6wdiKKygmlmslJe4upNdz_BfFDNoE_7ynlPY -2-0 0 7 3-0 13-11-8 } 20-11-0 27-11-8 33-8 8 40-0-0 a2-0-0 2-0-0. 7-3-0 6-8-8 6-0-8 7-11-8 5-9-0 6-3-8 2-0-0 5x6 = 6.00 F121 1.5x4 11 6.00 12 1.5x4 11 3x6 = 3x6 — 5i 10 MT20HS-- 5x10 zz Dead Load Defl. = 1/8 in 0 9 c� M Iy 7-3-0 13-9-12 13- 1 8 20-11-8 27-11-8 33 8-8 au u u 7-3-0 6-6-12 0- -12 7-0-0 7-0-0 5-9-0 fr3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87. Vert(LL) -0.10 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.23 13-14 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC201771-PI2014 Matrix -MS Weight: 215 Ib 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 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 382/0-8-0' (min. 0-1-8) 15 = 2400/0-3-8 (min.0-2-13) 10 = 1107/0-8-0 (min.0-1-8) Max Horz 2 = -221(LC 10) Max Uplift 2 = -167(LC 12) 15 = -585(LC 12) 10 = -394(LC 13) Max Grav 2 = 499(LC 23) 15 = 2400(LC 1) 10 = 111O(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-238/372, 3-4=-2701756, 4-5=-255/940, 5-6=-472/393, 6-7=-493/338, 7-8=-909/884, 8-9=-1067/862, 9-10=-1620/1091 BOT CHORD 2-16=-284/231, 15-16=-284/231, 14-15=-910/861,13-14=-416/1029, 12-13=-758/1371, 10-12=-758/1371 WEBS 3-16=0/319,3-15=-747/640, 5-15=-1524/891,5-14=-366/1239, 7-14=-664/850, 9-13=-554/457, I WEBS 3-16=0/319, 3-15=-747/640, 5-15=;1524/891, 5-14=-366/1239, 7-14= ,664/850, 9-13=-554/457, 9-12=0/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd =124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and GC 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 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 IoadsL 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2, 585 lb uplift at joint 15 and 394 lb uplift at joint 10. LOAD CASE(S) Standard iSauer -fkese tlutr(llrmierfk'AlIN'ngfS3rAtlEl'j 6IF9I:1(tN58(O�dil[sY (9ROM{{"hn]'j!(A!g$�c Nt Iwz ie dr4pfottdm etl«sd euesmttisLmt ges!g�gmnf{Rt; rct 1te AdersrT.isalsai,t1. tdertrr f!e•.!is!va to. gdess uler+ist udd retieTlig.mj "Tetuu<mr�nssa>i;renefor It, Taou;,necunorID krdd.isOnsoaye[rp�rc;i.e,ssercn(r,uuerD.1-0,armpa:eca,wpaf=.ssierdee{use;!rges{nsilile(;or!leen:HAttesipe(nssae{nefulitMulleMeTnt.nearsy,mtmpws.!rdafo;anxs,sr!rcn!t Anthony T.TombaIII, P.E. r.�rseu2t izse,5rrq leitirp is lye res{u!ikiMd6k O+rrr.iltOnif rdried t;.urlee ldllire Uesi{eer,naa ndeddtu lK,Sa!S(uf7le br.'ka!fg rile mdl?41.nr�,me!dlk(ga mlmfield ue dBe Tnss.udroger+ilay range, irmamu udGrisg siillMt<rcHnsS':¢d E80083 tketileg7rs!gn:udQalrs:.Rl!uhssuxlatlelODe>a(nrrmrtesa7p,fdiunitlr{riNig(oei,•eflSde7laa;ntlin(t(frFlitkd9)RloaeSlUm;drcxrIIfu{ema!sa:eme>_ietlh5u;te:ofesSri:Artts3la!!sc"lrTntsPstiper,l:uss9es:p�gn:rcmlTrseSM�zAr:re:!t,a'ne 4451 St. Lucie Blvd. s!ledafrardlrotes:mepeH rHeievmic{yd!rmss iashei rae rn;stn�(�iren i;{ot(si!7ag cEngtn,nTnss sps2m_.v�rrr r.®{aais�. u!sa.arak:as tnmteraef!aTnL Fort Pierce, FL 34946 (opyrighl02016A-IAoolbusses-AmhanyLTomho111,P.E. Peprodu0ioaoffhisdoumeni,inanyform,isprohiheedwithaulthe wtieeaprrmissionhornA-1R0DITresses-AothonyT.Tomho111,P.1. Job Trus 72805 IA09 ��z Truss Type Roof Special Run: 8.210 s 12-9-12 20-0-0 6-1-10 6.00 F12 6 1 1 lay 18 2018 Print: 8.210 s M ID:BwD5y9u4JWGF4tOL 27-11-8 7-11-8 5x6 = 6 Industries, Inc. 3x6 = 1.5x4 II 3x6 = 6.00 F12 J 3x6 = 6x6 = 5x10 Zz 1.5x4 II 1 27-11 A0111891 -4 i 11:43:24 2018 Page 1 =nyQjiVOS1YnWZynlPh Dead Load Defl. = 3/16 in LOADING SPACING- 2-" CSI. DEFL. in (loc) I/deft Lied PLATES' GRIP TCLL 20.0 20.0 Plate Grip DOL 1.25 TC O;95 Vert(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.31 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 214 Ib 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. BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 524/0-8-0 (min. 0-1-8) 10 = 1275/0-8-0 (min.0-1-8) 16 = 2090/0-3-8 (min.0-2-7) Max Horz 2 = 221(LC 11) Max Uplift 2 = -174(LC 12) 10 = -439(LC 13) 16 = -551(LC 12) Max Grav 2 = 592(LC 23) 10 = 1275(LC 1) 16 = 2090(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/364, 3-4=-77/363, 4-5=-53/511, 5-6=-1012/719,6-7=-1081/727, 7-8=-1273/1129, 8-9=-1431/1106, 9-10=-1983/1330 BOT CHORD 2-17=-121/335, 16-17=-121/335, 15-16=-334/414, 14-15=-392/475, 13-14=-653/1388, 12-13=-971/1695, 10-12=-971 /1695 WEBS 3-16=-614/525, 5-16=-1463/896, 5-14=330/1204, 6-14=-136/487, WEBS 3-16=-614/525, 5-16=-1463/896, 5-14=-330/1204, 6-14=-136/487, 7-14=-459/703, 9-13=-551/456, 9-12=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8¢ 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2, 439 lb uplift at joint 10 and 551 lb uplift at joint 16. LOAD CASE(S) Standard G'edq fle¢setlut:sNT rfrity m'4d i3ofni'A9tut1nGfecifilTiINSamEC411cAs e1s1AN{%BryzaeGk:Er",NEXi nr�Tn'tlp'Sfsiyt tu¢ntlfn ndrM¢sltzask:l:es!7es s95¢vi¢y{Rv"}eri l4eamupl. TexSa r(,t[.m!r!m!Sltss!-f'.arf n:. odesf d!«�isf dstd eetie Too, air U71ei¢ntemrl'eksshili MfsNnrCxlOD t¢sefdd.45eTrms eesy¢Erprre{le, ste9fllr Fepux;.fa!adneglDO retresMs¢t ¢tap¢a:e sT Me pd!sslad Hreetl!drlsouu4netta;ned!s�n<+nesa eTrns drga!df¢nf ioo n¢,eaatxt lu d:n nnnpnes, nrs:eTofanxs.smrsnry T. Tornbo I1I P.E. rdesednis Tnssi!set InIfil is lh resrfesili(ihdie0neetla 3sulsf.:mr1¢ttF!¢f eifletcilr!¢otfflnr,atden!nrldlu IR'al:¢edntnrdlm!er+,Die alrhl. Tlefl;n,Odtie loominffi,11Isedli!Tsass,i¢tl!6eg lcd,^t, sa q!, ridiseiff uE Waq DA A n e!1acerird AnthonyT ' ZtIla tali! Des ¢rdC¢e;;¢r`a. Ill uks sel af}utte lOD unit e�ises and il.l ¢!s dtl!fnsdif (te aetl Seel IaimtlinR(Y. fdiseclk in Asia wrtnl edIlte ¢era m!due WIff5tesi!ns 4":tiesWd:i's e',!!aT!essotd ett,l:ess ]es' s"xtrmilrps Wu4fh:er; ukss SOQ83 I t r° I Ir m r 7 g< 4451 St. Lucie Blvd. e#fnrise lditell(o'uFtO egeM epenrmhrl llditrrtxs imeisei lhelnsspsl�,I¢s:eeeris'ACi:aem:daDCesig¢er,ul�sSTS±a Earrim t'olerOfi¢g. 43 ¢�s, seD.t os wemddndbTtl 1, Copyright (02016A-IRoof Trusses- Anthony LTomballLP.E. Reproduction of this document, in any farm, is prohibited without the wriften permission fi am A-1 Roof Trusses -Antherny T. Toncom, 111, 1`1 Fort Pierce, FL 34946 Job Truss Truss Type ! Qty Ply A0111892 72865 A09A Roof Special 1 1 Job Reference o tional Run: 8.210 s May 18 2U18 Print: 8.11U s May i 8 201t3 MI I ek Industries, Inc. Thu I D: BwD5y9u4J WGF4tOLERt4LsyvEgf-fhnv5tOMSFy2nGg8PBu C 20-0-0 27-11-8 33-8-8 40-0-0 a2-0 7-2-4 7-11-8 5-9-0 6-3-8 2-0- 5x6 = 6.00 F,2 1.5x4 II ! 3x6 = 6.00 12 Sx10 1.5x4 II sxb = 3x6 = 6Di6 = 16 11:43:25 2018 Page 1 Dead Load Dell. = 3/16 in 6-8-2 12-9-12 1 -1 -8 20-11-8 27-11-8 33-8-8 401-0 6-8-2 6-1-10 1-1- 2 7-0-0 7-0-0 5-9 0 6 3 8 Plate Offsets (X Y)— [15:0-3-0 0-1-81 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 0.95 Vert(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.31 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017rfPI2014 Matrix -MS Weight: 214 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. WEBS 1 Row at micipt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 52410-8-0 (min.0-1-8) 10 = 1275/0-8-0 (min. 0-1-8) 16 = 2090/0-3-8 (min.0-2-7) Max Horz 2 = 221(LC 11) Max Uplift 2 = -174(LC 12) 10 = -439(LC 13) 16 = -551(LC 12) Max Grav 2 = 592(LC 23) 10 = 1275(LC 1) 16 = 2090(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/364, 3-4=-77/363, 4-5=-53/511, 5-6=-1012/719, 6-7=-1081/727, 7-8=-1273/1129, 8-9=-1431/1106, 9-10=-1983/1330 BOT CHORD 2-17=-121/335, 16-17=-121/335, 15-16=-334/414, 14-15=-392/475, 13-14=-653/1388,12-13=-971/1695, 10-12=-971 /1695 WEBS 3-16=-614/525, 5-16=-1463/896, 5-14=-330/1204,6-14=-136/487, WEBS 3-16=1;614/525, 5-16=-1463/896, 5-14=i330/1204, 6-14=-136/487, 7-14=459/703, 9-13=-551/456, 9-12=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd 124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and G-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and flutes & 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom'chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2, 439 lb uplift at joint 10 and 551 lb uplift at joint 16. LOAD CASE(S) Standard re:d h 'Fedry flee$etlxnlJr r?eie>Ife'&-1 IOG TVSirSj Sft(EI j WRIT TEN & ICIDMUS (DSIDNS"SN9 jl(KIOGL�;Sd!EXi' 65c Term i?up loeoelm "Aols"Its boss Or.�.T, Dn.iy{If9; u41N 10.11. Tals l Il lelerere 4rt:sh�emi. Udess ptenin 4del ec BelDD;Wy RiTA11. 1lKes Mih ndfis ttxlDD la ee.Jd balrtts Delp Flost,{.e.S,n-'Ifil d,,?r,Z? vd n oyIDDrepetit,.o¢T,m d0, paMsined nt iurtrp«sp Arry3r IN Inver IN sl.eins 1q, re ne1D15¢ely, Ner iiFl. tee t?s!pmsmNiees. bar<nbnx:, s.ntlilrt Anthony T. Tombo NI, P.E. r.d me dn4 n Tnsmy ldliaa is lh,eslustilAen&e0 .Ifth0n-i"ulbrind.d r lie ldllisa Dmiper, a 6e aims!d tie la,itKmitit Igo edltagntt Wre'l.Th rype?d d ne TDD ail en Mill me .16' Tm$, nistgea49^�g. n!ry,, Istdldite at I d,$Sosn Pa lenyuul:!ard 280083 ' IEe 6.v fxDDtssrt•at(t+:Ka•.t.:a:essesodI,f.IDDMlnl,m,as®lpie:InendlL•pltq(o.p"SderyltorneAn;Mf,-IN,sld Sl Tpaatsl(Aer-sdsxdMpma!F"I.,_le.lae5nslenspaSCtesn56d-4vs!1eTnssDtopffl!msltl:FEpwercaifnssYriileyxess 4451 St. Lucie Blvd. etrnise lditdlyo(etre4 ogesl aysr it+ni5q Sr dl yo•:esindni TO— Nslafryunr is ACT Ike 144ag holser,x Inns Sys2n EaTne, desroiliiiry. lllary:,3adte;o$pees 0dad,aRTl' Fort Pierce, FL 34946 (opyrighlD2016A-I Roof husses-AmhaoyT.TomboIII, P.E. Reproluoi000fibis dotnmenl,inany form, isprohibhedwither [be vrittenpermission from A-] Roof Tanses- Anthony LTomboIII, P.f. Job Truss Trus 72805 1A10 HIP A0111893 I Run: 8.210 Is May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:26 2018 Page 1 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-7tLHICO?DY4vOPPKzvPSxGiP5aaEBZvhvL1 ubSynlPV 2-0-Q 6-8-5 12-10-3 19-0-0 21-0-Q 29-0-2 34 2 13 40-00 f12-0 Q 2-0-0 6 8 5 6-1-13 6-1-13 2-0-0 8-0-2 5-2-11 5-9-3 2-0-0 5x6 5x6 = 6.00 12 3x6 = 1.5x4 11 6x6 = 3x6 = 3x4 = 3x4 = 5x6 WB= 3x4 = 3x6 Dead Load Defl. = 5116 in LOADING (psf) SPACING- 2-2-8 CS'. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DX 1.25 TC 0.86 Vert(LL) 0.34 13-15 >971 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.59 13-15 >554 240 , BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 229 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (2-11-8 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. WEBS 1 Row at midpt 5-18, 6-16, 8-15 REACTIONS. (lb/size) 2 = 953/0-8-0 (min.0-1-8) 18 = 1758/0-4-0 (min. 0-2-1) 11 = 1583/0-8-0 (min.0-1-14) Max Horz 2 = -233(LC 10) Max Uplift 2 = -244(LC 13) 18 = -550(LC 12) 11 = -525(LC 13) Max Grav 2 = 953(LC 1) 18 = 1758(LC 1) 11 = 1583(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1190/798, 3-4=-544/439, 4-5=-462/466, 5-6=-1 116/1012, 6-7=-916/1021, 7-8=-1167/985, 8-9=-1961/1478, 9-10=-2128/1460, 10-11=-2521/1716 BOT CHORD 2-19=-415/978, 18-19=-415/978, 18-26=0/416, 17-26=0/416, 16-17=0/416, 15-16=-103/903,14-15=-898/1843, 14-27=-898/1843, 13-27=-898/1843, 11-13=-1301 /2200 WEBS 3-19=01324,3-18=-757/653, WEBS 3-19=0/324, 3-18=-757/653, 5-18=-1364/967, 5-16=-313/837, 7-15=-1 37/305, 8-15=-1 153/963, 8-13=-150/626, 10-13=-405/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 2, 550 lb uplift at joint 18 and 525 lb uplift at joint 11. 7) 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 �edry.neennsneSN,nle.t� ellBDfli 53(SE!!EIj6fR9S!RU58(OXC17(5S(iS10M{"d!rryj:.(dIG6 BS4E lots_it*fiip,pasodene>Oreedednn hs7eUsDngt3unyiIrv,011"ri.p7.hsuG!,I1tdU.,9 2bsten?.Udmsdw is(ddelntieIDldt Nlhk(p'eks tilltsoted Cdelem7datTs4rhrde 7dD la be•dptl. Ase7snsDnlpe hprxs,e{ie,5re:ldt(6p1ee+;,rie uolnneo,®p7DlDiluFirnMsnamtepeteudttffieGpsId(vsnsd.rgers(edPnta;!drs7nr!yI. uibti!li[lpRf(+r:'alsf!lldeIli[!s:?�DD<'uIldeusir rryeel7d nosue di�lSienienlust.riuedTrDhDryuEladrd.ryn. 7sh?F�Iye7, Giuhhrllmise ad No(in, hs5dsl �r::3 etputis:!:hd AnthonyT. Tombo III, P.E. Zt- IhWei hv sd([m:sdr.It!u'esU101 HUIDDudIn das.1 ddiresdn!bi i Wpm eic�nNiu{KSI; sNlstrdb INAsd(Amsdueaedfu un! s z $0083 ' ! d'i ry M- mt 1 1 u ?=IP�Ihiut9:mpeaiSJliesnddrzsd3elussDedpsecl!ssBe4p+.sprmpd7a:samrfsrner,ne{s 4451 St. Lucie Blvd. s9F;Nte ddiesllpo(em:edegesd epeie mairy 17dl1Nin!c�s{tel. Tse7nss C+sl�:ryneer!iM6(C.e 6midaa Dnipaer,n7�ss Syi?aE,yiePerdmy b.dhsd l!!en�i!d.Ldtros ne os d¢Yul{aTIFI. Fort Pierce, FL 34946 (oppigh102016A-IiocIbu*saes-AnlhonyT.Tombo111,P.L Reproduei000fthisdo(ument,inanylorm,isprohibited withautthe .rritteoperrnissionhom6-IRaofTrusses-6nthonyLTomho111,P.L - Job Truss Truss Type Qty Ply A0111894 728t`)5 A11 Hip 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:27 2018 Page 1 I D:BwD5y9u4J WGF4tOLERt4LsyvEgf-b3vg WYPd_scmOZ_XXcxhUUFZb_u_wOyr8?mS7uynIPU 2-01, 6-8 4 12-10-0 17-0-0 , 23-0-0 , 31-2-12 40-0-0 42-0-q 2 0 0 6 8-4 '1-12 4 2-0 6-0-0 8-2-12 5-9-4 2-0-0 3x6 = 1.bx4 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 `Except` T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-16, 6-14, 7-14, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 441/0-8-0 (min. 0-1-8) 16 = 2213/0-4-0 (min. 0-2-10) 10 = 1235/0-8-0 (min. 0-1-8) Max Horz 2 = -191(LC 10) Max Uplift 2 = -158(LC 12) 16 = -541(LC 12) 10 = -400(LC 13) Max Grav 2 = 508(LC 23) 16 = 2213(LC 1) 10 = 1246(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/189, 3-4=-247/511, 4-5=-232/684, 5-6=4/653, 6-7=-677/750, 7-8=-897/700, 8-9=-907/662, 9-10=-1805/1137 BOT CHORD 16-24=-44/359, 15-24=-44/359, 15-25=-44/359, 14-25=-44/359, 13-14=-763/1518,12-13=-763/1518, 10-12=-763/1518 6.00 12 5x6 = 5x6 = tixu = sxa = 1.3x9 4x6 = 23-0-0 CSI. DEFL. in (loc) I/deft Ud TC 0.88 Vert(LL)-0.4014-16 >807 360 BC 0.93 Vert(CT)-0.6214-16 >525 240 WB 0.72 Horz(CT) 0.04 10 n/a n/a BOT CHORD 16-24-44/359, 15-24=-44/359, 15-25=-44/359, 14-25=-44/359, 13-14'-763/1518, 12-13=-763/1518, 10-12 763/1518 WEBS 3-16=-667/614, 5-16=-361/480, 6-16=1510/819, 6-14=-548/930, 9-14=-949/866, 9-12=0/354 NOTES- 1) Unbalanced roof live loads have been considered. for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2, 541 lb uplift at joint 16 and 400 lb uplift at joint 10. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in I9 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 216 Ib FT = 10% wesuep IlusetlussepHrse!irwl5e'dl IOC; TIMES rSm[r;ROSE TM&(up1flths (U519M(9(R9;!(L.NRIfrt!(Mr, Ina, itth0f. reen6ns.1 reed.Anat StisL•av Desiy!D,rrnSlfCg vi IN 16.11. Ttala C411. lduwe SkM srdre ast. Iles silenist stale( so Or IDD,%' FldTehusn!tlrpfessh9l&sselbr Be iDOu&edA. Ase4ns Desips h�usr{(!,Spe!idi(Esonera!td sa up lDOnpeserts se uu a;edl&pratSssWder{bea;isg rsinsliilap'asl&1!s%astBe sappeln!sd!pa!IsatlelWedp;Bader TXI.Ni!spaxsmpirc.issdreus8nee!.Imkll!r Anthony T. Tombo III, P.E. cd ssedrs TTssb!sep rnllisp is t&nspes!i!lla.dtteia!ette Davissasri+sd yvlrtk tsrldisgDnipx%,a Da rutendta lC.,i!id; aV tle ln�taApnle ad ltl-l. lle rypnsridl&pDDoal nr tiell essdtle inst. iods6a lsdfup. sasryt, ushlldisa ud &sr ,sNliS!r_. mpauh?:hd «80083 ' nrM'eepDesro!Hft..".11ra'as!etw!ur&TDDsit liepainsoofpeiNumsilIts Wen (s¢pu>alSdery(a ;n¢nu'U'I,'.p da1,1In MSIUs¢nL•-d'"fumsl :dm� iFNeefigst!mpsm:5:tlletn3Cr.:eset-1—Dom,Lsss1eP:pa(oj--1Toss dnds:'.:es,p:ess 4451 St. Lucie Blvd. tt!ndulSMdlro`ushstisgedepsuMtirylldlparuiudnLTheTmsRilpf unispGi?xpalatOr,Ipsu,nru.s5ps'!anphserdorp>vBap.Nery'Ja.Nk:osn5csdetae11aR41. Fort Pierce, FL 34946 (opyrighf©2016A-1 Roof Trusses- AnihooyLTomhaIll, P.E. ReproludionofThisdo(umenl,inanyform,isprohibitedwithaulthewmteopermissionfromA-]Roof Tresses- AnthonyLTomb Ill, P.L Job - ]Truss Truss Type 72805 Al2 Hip Run: 8.210 s -2-0-0, 6-8-4 12-10-0 15-0-0 20-0 f 2-0-0 ' 67 6-1-12 2-2-0 5-0-0 = 6.00 F12 5x6 —A /_ 6 1 1 Job iy 18 2018 Print: 8.210 s May 18 ID: BwD5y9u4J WGF4tOLERV I 25-0-0 32-2• 5-0-0 7-2- 3x4 = 5x6 = 7 O A A0111895 Inc. Thu Aug 16 11:43:28 2018 Paae 1 Dead Load Dell. = 3/16 in 3x6 = 1.5x4 II 6x6 = 3x6 = 3x8 — 1.5x4 If 3x6 = 48 = 3x6 = 1 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;91 Vert(LL) -0.29 14-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.51 14-17 >634 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Weight: 230 Ib 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 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-17, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 454/0-8-0 (min.0-1-8) 18 = 2194/0-4-0 (min.0-2-9) 11 = 1241/0-8-0 (min.0-1-8) Max Horz 2 =-171(LC 10) Max Uplift 2 =-173(LC 12) 18 =-490(LC 12) 11 =-390(LC 13) Max Grav 2 = 516(LC 23) 18 = 2194(LC 1) 11 = 1257(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-311/174, 3-4=-204/499, 4-5=-190/672, 5-6=-70/276,6-7=-31/254, 7-8=-874/824, 8-9=-1093/797, 9-1 0=-1 1061764, 10-11 =-1 883/1176 BOT CHORD 17-18=-554/670,16-17=-54/554, 16-26=-54/554, 26-27=-54/554, 15-27=-54/554, 14-15=-54/554, 13-14=-816/1598, 11-13=-816/1598 WEBS 3-19=0/292, 3-18=-691/600, WEBS 3-19=0/292, 3-18=-691/600, 5-18=-1814/1103, 5-17=-601/1355 7-17=-1079/743, 7-14=-337/620, 10-14=-821/753, 10-13=0/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp Q 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 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 2, 490 lb uplift at joint 18 and 390 lb uplift at joint 11. LOAD CASE(S) Standard Se!un' flasetl nflyfinhiRtk'A I IDDF (12555r5fuEr') Mali (EtN58 ( fC111C1f (7STuN{"iTY]•j t(KICS?f2SYFAi' Iwa. Tetll �Gp rrtraeleK nlresdagn nttis irti! 9K �DFa.iy1S(v u2lki AFtSurl. rtx!¢ I„ r.L rdnexe 4nl Es'a;e K!. Ddni glenrise tlitd eetlelDD,tary Vda.",ft", sSill E:nedte,t&1DD la beau,¢. Is time Desile hyieex{I.e,SpeaFlO ku.!"'t!eeln nr lllD upesats Fa Kie;s=9lit Fronslaolmertlep Kyuslhnat%- lhldMipid tk slOeiress kp!nel Hlit TDD all,mkIM. he CK¢ asnetrve?. Nd.;.'Me !, Weliu) Anthony. Tombo lI? P.E. elneeteis(zss5•eq lnlf eg it tk reslusiklAllllxOYe?e.rk DRatff[?�'S'ItFdegnl a?IhltPlriel DKil[lr,mrd rllnR lE ell EM•.h3i!(nithe llllhR lgWeRltffT.The[tpul Mlle Tell Wm tell m eth!irsiS.iadeurlDal �g.s:erryt, usNlvan ud lnsmgthlllt lie re�laah':h et y ' ' nek?N hs -i Ldtaft. 2.: mh sel ct m nelDD Wei¢ ?oa.s.1 bless e11L Wall (M mSde Ife-in;r(fi eNatei IN ndSKA mnle alhu we!almt Tale Mai Sakes ulbls e!3.1.ns Diaper, de!: la tre!Tans V..Wr-wv:e.as 180083 p si ! to r xe a r N Dr r r 4451 St. Lucie Blvd. e:lF,'RISe ldilEll(9(A9:e(11g1e¢lltee tt mtieg IT dl Iu1:K Im?diel. TStTKS$ DtiIS Eeliveel iilDT I`zla!!lD DFiil3K, IrT?I!s Sjf!?� Celle?tl CID(SedLy..JJI [gsda!! h;Pi n¢as!¢(At! InTP1T. (oppighl 0 2016 A-] koafhassts- Anthony T. Tomb III, F.I. Rainoduation of this doannent, in any form, is prohilifled without the wiineo permission Isom A-1 Roof Trusses - AlulMnyT. 1011111D III, F.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111896 72805 A13 Hip 1 1 Job Reference o tional 6.00 12 W = Run: 8.z1u s May 98 20i8 Print: 8.2iO s May 182018 IVII I eK n 7-0-0 1.5x4 II 5x8 = 6-2-12 M HUU EV .. 2018 Pagel Dead Load Defl. = 1/8 in 3x6 = 1.5x4 II 6x6 = 3x6 = 4x8 = 3x6 = 6x6 = 1.5x4 II 3x6 = 12 5-1 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.09 12-24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.17 13-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS Weight: 215 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 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-15, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 422/0-8-0 (min.0-1-8) 17 = 2268/0-4-0 (min.0-2-11) 10 = 1199/0-8-0 (min.0-1-8) Max Horz 2 = -151(LC 10) Max Uplift 2 = -182(LC 12) 17 = -468(LC 9) 10 = -373(LC 13) Max Grav 2 = 479(LC 23) 17 = 2268(LC 1) 10 = 1222(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/257, 3-4=-240/593, 4-5=-224/769, 5-6=-584/612, 6-7=-584/612, 7-8=-10911845, 8-9=-1198/820, 9-10=-1858/1154 BOT CHORD 16-17=-653/734, 15-16=-653f734, 14-15=-267/984, 13-14=-267/984, 12-13=-814/1585, 10-12=-814/1585 WEBS 3-18=0/281, 3-17=-709/635, WEBS 3-18=0/281, 3-17=-709/635, 5-17= -'1802/1157, 5-15=-973/1595, 6-15=-'562/494, 7-15=-584/357, 7-13=-228/518, 9-13=-693/626, 9-12=0/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 2, 468 lb uplift at joint 17 and 373 lb uplift at joint 10. LOAD CASE(S) Standard 7eruq � IleasetdmyH!F¢!iewtSe'kl IDG! OLiS9 ('iFtlEl'p 6[Iifl. fEkNS 8 (DEi4110SS CJS7DNS g4i8'jASIIDAtE"s',qE� bral. icH! esDp ioeneten atd re�ADNs set3isl�est Dn�a finial{Re;� Ert an Dx1uJ7. iwrlaa; I.Elelneae Sln±tihFe ea. Ddess alenae send tE tlelDD,ecj fllTeimeMeretss5ili i•Eulhrfk l)DI?5e.d�L 4!eirns Deslle hpuEE{I.4$r?rtrElpnM,A?s?IlnoJiDD Ee{EEsetlt Eo aipsr;edlk p�?tilndewkerirgrspnilita!h:la?lrslat-l4 tt efnlsi?pn:l raHe iDD F?1f,Wal'rFl. itx i?sp nvoNi?p.bEtxj<atiNr., nnrlilC/ Anthony T. Tornbo III, P.E. C�OSt IItI13 tRSS:e?uJ lhlflel It lil lti{01!IMIT It EO.Y!(.RE DMI?�tF AQflegE?ID!ISI IEIIIIIO DlSII S!,RMe!I1IEII II ISE IX,d3�i!ul0:b[JI'A!Ba3fO1F¢dlrrl.11l tflFI16IMIletDD D>tnlatll e!eXt6?TNtf.®tlrtirz Red k�. cnmlE. bshlletin uetaEtalt4:li'n rie?egmsa�l:¢tt v 80083 ' a.{AfaJBes�re•EdfMteo•.17. rans a?�+rkrte7DD lillap�nes®slrii:In?s EfO?GiI6q(raisM Sdery ltaa?Eaw;W[.pHseHE!i71 Da1fl(A m?rely:xed4+pmal p.tnt?. Tr>Ih us7?srs!Ea!4D:nes elbaadrEeLrsst4sipn,l:ss!Jespiapenms lnssYasAl,^..!e; ak!t 4451 St. Lucie Blvd. F'fFfNY lE111[�IJDCet'Da BgElEIBNeI?Y'rlliel TJ dl lcrt:ES CILIE�reETriii DffIE99nFEf It XDi vl lx lnDDFi:l?Pr,IFT'1!f Sli??9 Ealew lffl(I�IbiJ. ID 1^�•wn?E if'nS nemdeLDEe Ia1PFL Fort Pierce, FL 34946 topyrighlD2WA-1Rouf osses-AmhonyT.TDmhoIII, P.t. Reproduction ofthisdomment,inany Imm,ispsohibledwifhaulthe written permission from A-IRaofTmsses-AnthanyLTombaIII, P.I. Job Truss Truss Type Qty Ply 72805 A14 Hip 1 1 A0111897 Job Reference o tional �, hurl. o.c W s may to 2018 rnni: 8.210 s May 18 zuia MI I ex Industries, Inc. Thu Aug 16 11:43:29 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-YS 1 QxERI WTS U Ft7vel z9ZvKzlofeOwn7bJFYBnynIPS 2-0-0I 5 9� 11 0 0 12-10-Q 19-2-0 24-1-0 29-0-0 34-2-12 40 0 0 42 0 0 2 0 0 5-9-4 5 2-12 1-10 0 6 4 0 4 11-0 4 11-0 5 2-12 5-9-4 2-0-0 3x6 = 3x4 = 1.5x4 11 3x6 = 3x4 = 6 1 o g5x6 = Dead Load Deft. = 114 in 3x6 1.5x4 II 3x4 = 3x6 = 6x8 = 3x6 = 3x8 3x6 = = 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 0,58 Vert(L-) -0.23 13-24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.48 13-24 >516 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 210 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 5-15, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except (jt=length) 17=0-4-0, 15=0-4-0. (lb) - Max Horz 2=131(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-279(LC 12), 17=-135(LC 9), 15=-490(LC 8), 11=-299(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=762(LC 23), 17=502(LC 23), 15=1726(LC 1), 11=981(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-915/586, 3-4=-242/262, 4-5=-139/314, 5-6=-61 /411, 6-7=-61 /411, 7-8=-61 /411, 8-9=-692/602, 9-10=-871/578, 10-11=-1303/883 BOT CHORD 2-18=-287/812, 17-18=-287/812, 16-17=-33/258, 15-16=-33/258, 15-25=-18/366, 14-25=-18/366, 14-26=-18/366, 13-26=-18/366, 11-13=-591/1128 WEBS 3-18=0/277, 3-17=-684/568, WEBS 3-18=0/277, 3-17=-684/568, 5-15=-620/471, 6-15=-401/365, 8-15=-1046/692, 8-13=-280/580, 10-13=491 /558 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2, 135 lb uplift at joint 17, 490 lb uplift at joint 15 and 299 lb uplift,at joint 11. LOAD CASE(S) Standard Irewt;-Nwe tlutgHlmiretk'A 1136,fins's rs818',I OEM IONS 9InsUD0lS(JSIOMr VM'j 1101ERIONEDr le:r ie;Al deli�!intndm arl re�attttnlDsltt» Jer�Drr itlii[r"htr4 tte Aetlnyl.ItxhDl,rLltlereat llMl f.`e'lH4. D01lISellGvlit net�l6 tlllDP,sa'1 Itshionesnr lhls sS9lIt neihr tt' 11D let'm�. As ITrrss Desilthpuu(ee,Spool Lduer;,w LdnttTIDoretresms It u¢sta;edIt, pahssinsl eaztHtg rynsililnt`c; Cl les ofNso,eTnss e±r!ntl teeeTOD adr,MerT%sl. Re etsnnstnpites.ud ernrtnn:, smelury Anthony. Tornbo III, P.E. clretl»s lnssbteg1.11te is b utsImNlur Is tot hrior,th Drerf ra^crud yre3t mlle 161141 DWI"!, a to mW d lr 1k62 II( nitle huG fn(tie edW. Th S1;.Te ofOr!OD nl etrtlth n, 0e Tnss.h:,&jkA5q. Seale, isit,11 .adku i'aY l lJo . e5ereerses 5:[il.1 ' ' tN1Q1 Dls: .,. 0111mov. ID nhs seal hlteHO ON ruliuseal eetnss d11e 1e11t (te nm Sd Ia:n:nnn !list'! 4 MM sl(Atrrelt—ft u"I' ine lrrl le5nsstn. �9 ml1 n9dJe5 o!itlr»Deli N,I!n3DPli TID xeroallns.Nmltnntf,n:tsS ; 80083 D sn' r �i r r m it % r a r 4451 St. Lucie Blvd. t!lts.lse Idite!!le(et:M oye19 tpe h esnry 1pol Itr,:es Inslni 1SeTn» Cen� Fslitnr Is NCt tk oa.lal Dn'Irx,trT.n.s SlYsz Eryitterdniail4q. wfl try:�aN'eras uen ddad Io1Pf1, (oppighf02016A-Itoolhusses-Anfhonyl.TomboIII, p.(. Reproduction ofthisdocument, inanylosm,isprohihiledwithout The wrineopermissionfrom A -I Roof Trusses -AothonyT.Tomho111,1`1 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111898 72865 B01 Hip Girder 1 1 Job Reference o tional Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:30 2018 Page 1 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-Oebo8aRVHnaLt1 i6CkUO56tAIB??7xxHgz?6kDynIPR -1-0-0 5-0-0 8-4-0 13-4-0 1-0-0 5-0-0 3-4-0 5-0-0 3x4 = 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 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-5 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 = 968/0-8-0 (min. 0-1-8) 2 = 104910-8-0 (min. 0-1-8) Max Horz 2 = 68(LC 27) Max Uplift 5 = -309(LC 9) 2 = -343(LC 8) Max Grav 5 = 968(LC 1) 2 = 1049(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1740/557, 3-15=-1508/521, 4-15=-1508/521, 4-5=-1739/553 BOT CHORD 2-7=-442/1494, 7-16=-438/1508, 6-16=-438/1508, 5-6=-441/1494 WEBS 3-7=0/331, 4-6=0/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 1.5x4 II 1.5x4 8-4-0 CSI. DEFL. in (loc) I/deft Ud TC 0.47 Vert(LL) 0.07 6-11 >999 360 BC 0.59 Vert(CT) -0.11 6-11 >999 240 WB 0.13 Horz(CT) 0.03 5 n/a n/a adequate drainage to prevent water 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 5 and 343 lb uplift at joint 2. 7) HaInger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 260 lb up at 5-0-0, and 94 lb down and 115 lb up at 6-8-0, and 235 lb down and 260 lb up at 8-4-0 on top chord, and 133 lb down at 5-0-0, and 54 lb down at 6-8-0, and 133 lb down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In'the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 9-12=-20 Concentrated Loads (lb) Vert: 3=-188(B) 4=-188(B) 7=-120(B) 6=-120(B) 15=-77(B) 16=-47(B) 4x4 = PLATES GRIP MT20 2441190 Weight: 52 lb FT = 10% �e•.dq Please 6tnrpHrrelitrlh'A I IDDF TIUSS[S ilml610LI(f141S%e dtsiptpmodtn oA ricd.slovills Less DnpD:t.iyElfp,�tr!!k ltlkerl. teals D!, r.E releeneShet Ssire c UstessoW.,e odd.0410D,mr PJhz mnmq:eesstill st Ifwlk TOD to Se!did. Aseirnt Desge kyister{Le, Sseeuls(6ensr;,As ssdnn;IDDnpresees anp;ed¢htlDDodp itrlrYl. TEedts pe esnnpNes.Isday<admxs. nnsfiGp Anthony T. Tombo III, P.E. d estdsds inss4r nylsilGep is l'u respx!idfn!d;'sOnsr.Ike Denis tdaisdyedwlSe ldllisp Desipxt,m:,rnesndPu l�,dt;:(mlHe b!c�lsfs3 sde exd C�.l. It gp!tn;dtle tDowtt; sdat,edht inss.odtonk Sty. etnpt.InnllniuudkrtiU sldfMde ee!pusa!A!d z 80083 ' I`ulMtaaDK red([S�M.All rIsis] aofal11EDnlit ptiodIasof+salAwsild!hliiiry(t�rwWet 15-ntt;511,1.Nlswi,?TAua1SECAu!sdyatA:asps,nt�Amn_IFrlfsSeesieretpeu:4:!fiesn8fa:isle'SslnuDtdper,l:KsOespGgxttwlrmsMaule.^.ne:,a'ess 4451 St. Lucie Blvd. elersnu ddi'M lyo (oe•ee opnd oil it V0.1Sy dl imas iudni Tit nss Cella Eiji — is 01;h Sulbi De,iym, n TwiSty a balm r efaar bdumt A!I ap td aKteas trees defad 0111. Fort Pierce, FL 34946 (opytighfC42016A-1Rooffrosses-AnihonyUctilso111,P.E. Reprodwiondthisdommeol,inanyform,isprohibitedwithout the written pesmissionhold A-1RootTiusses-Anthony LToll 111,P.E. ` 72805 IB02 (Common 12 I 1I A0111899 1.5 Run: 8.210 s May 18 2018 Print: 8.210 Is May 18 2018 MiTek Industries, Inc. Thu Aug 16 1 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-Ur8ALwS725iCVBH ImS?deKQJUb -1-0-0 6-8-0 13-4-0 1-00 680 6-8-0 4x6 = 4x4 = 1.5x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 5-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.15 5-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,'13 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 4 = 597/0-8-0 (min.0-1-8) 2 = 678/0-8-0 (min. 0-1-8) Max Horz 2 = 83(LC 12) Max Uplift 4 = -161(LC 13) 2 = -195(LC 12) Max Grav 4 = 597(LC 1) 2 = 678(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-862/608, 3-4=-861 /606 BOT CHORD 2-5=-378/690,4-5=-378/690 WEBS 3-5=-58/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical'connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 4 and 195 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. =1/16 in lO PLATES GRIP MT20 244/190 Weight: 50 lb FT = 10% GLdq flafltamyJTfxflNIIe'fAIDDrlii'SSHtSIBa'd6Eri1ltTFINSd[DfiCLIIGSf(DSIDNjrITJjl;ArL%',fDHEAi INS.T"Icdtsippadmm" a.oetknTressDrsem,.iylrrs;efdIkeAmt.rT.T'3btDl,LLIdereaeSatsttthansDdesstroefNistdduatltTDD,tty ddlTEafetCN.rofr!E'et Sadl4,alror rrt TDD It aeedlL ASCTfAtDe1ITl Eeyi[SL�{I.l,SdeflDT hpaeri,Me sad It toy TOD uptesats a ocep .T d set Trdessiad IgUiletfesrttfla111d11e rot dff�TatT tle s:t lTreet deTfl!d ltllrlDDulr,rtder RCN.IItdls�rftssevpites,rodsTsethtlte:. sttltlilNT Anthony T. Tombo lll, P.E. close rah ed TmIltr toy lulluprs Ike sespe.ilioydMeN'te@e hotis0wittd.pArth MCI'sDeirer,oetx whet flll!I[,dl,K-ttle redaxle3 ideal KI. TIetfimdd no TDD M ay bell eso IIs? Tess.Id,6akIIt14 orsSe. rosmlmet adlnr n, tadlaeutyucr:!:nd ' IMt-t'rDes:gattrl(eCtd.L:ttksselae'.31le TDDtadlape0rtesmlT*iddieSddlrnlfigrtala!n Sde¢laivnn',Kil,'plLsWpT Rl aadSltAtrseflrece:lopmlpine il:l fe5reslertsreas:a;:resttd65lsY,!hLns DtsiSerr.l:tss7n SFepunmi rressMaMrh!lr,a!ess t80083 ttenlu lsNefd ITo Gd:td eges9 tTeeuvriDgaT dl Taftss lsetiteL 11eTress CSSI;rEtdreeer lsdDikral:lT Dfs�ter,rtT ns STs'lm Eyreeer e`araeilliy. All sy i;dl4te;runemddAd IeT111. 4451 St. Lude Blvd. • (oplTighICU201Ld-ItnatTrufses-AmhunyT.Tom6DI11,P.E. ReproduElion offbis document, in any fork is prohibited without the written permission hom A-] Rooflrusses - AnthonyL Tombo 111, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111900 72865 BO3 Common 2 1 Job Reference (optional) 1.5 rcun, o.0 tr a meay to c� w rnn.. o _ _ - _ar- __ _ _ _ _ _ _ _ _-__. _. _... __ �y._ ._ .•• ..._ ...-,. 4x6 = 3 4x4 = 1.5x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.09 5-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.14 5-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 582/0-4-0 (min.0-1-8) 2 = 663/0-8-0 (min.0-1-8) Max Horz 2 = 88(LC 12) Max Uplift 4 = -155(LC 13) 2 = -192(LC 12) Max Grav 4 = 582(LC 1) 2 = 663(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-817/579, 3-4=-822/583 BOT CHORD 2-5=-366/649, 4-5=-366/649 WEBS 3-5=-40/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 4 and 192 lb uplift at joint 2. LOAD CASE(S) Standard I I Dead Load Defl. =1/16 in 4 Ri PLATES GRIP MT20 244/190 Weight: 49 lb FT = 10% %utiq�HnsetlwnlNrrelitwl3e'dd lBCf fUSlBriftlFrj fiER91: iE1Nib(PFaliIL5S(gSigM{dl%cl')7.(Ci[G�PSWEtIi'Ixx i!rM,hsip faomden mlre^l eNxml>itir!ssinjnLaviytifti,!cllkt lnlufT. is�hfi,l.E.tde!ex!Sl:sf fai!ene. pdns etlet+ise stEd rttl!ND,a'p IliUiatrnlm p:Y.es tS�l:+rrlhrt418PtaM!q�.HeTrrss eesgvhgrx!ji.e, SgnlsOt �pu!;ti ud!oo(1DDreFraMsre«npaxedlu p�»slueleusE:;he requaltlnr rise eK.(aFtt!s+pleTmstefiasl ¢!1eleD xy,.asn i?1-I. Retesipms Fp [,&gwmns, siuliey Anthony T. Tombo III, P.E. edendms i.•nsh!mdl'vII(,is6'nl8e btdka%2l nle MTN. ike gg!nd011eID0n1..hellnedWnn.odttia kal%wge, WMAin u0 but? 3kdi4 IL—F.klrttd 280083 ' 14tmlegaes"!rM(f$'tC91.Vf0sulwliotknordlipsmiresafl:Idirndneh,llielftffRmsi.,IK-ui,..(Sljpolandel 4451 St. Lucie Blvd. tan�,t ldutt ilninm:N egeM egn m vn ti kl dgtm.n in !ef Tech. CUp MiFort Pierce, FL 34946 Copyright 02016A-I Roofbasses -Amhonyl.hmhoIII, P.i. RepTodurtion ofibis document, in any form, is prohibited without the wriften permission hem A-1 Ron[husses -Anthony T. Tomb III, P.L Job Truss Truss Type Oty Ply + 72805 B04 Half Hip 1 1 A0111901 Job Reference (optional) %. Run: 8.2-1u s May 78 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:32 2018 Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-y1 iYZGTlpOg27KsUJ9WsBXyPR?hubFralHUDo6ynIPP -2-0-0 5-0-0 13-M 2-0 0 5-0-0 8-0-0 4x8 = 3&94 Load Defl. = 1/8 in — 6x6 = 5 0 0 13-0-0 5-0-0 8-0-0 Plate Offsets (X,Y)— [3:0-5-8,0-2-4][4:Edge 0-1-8] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.10 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 5-6 >766 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/ P12014 Matrix -MS Weight: 61 Ib 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 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. MiTek recommends that Stabilizers and required _J cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 735/0-8-0 (min.0-1-8) 5 = 567/0-4-0 (min.0-1-8) Max Horz 2 = 167(LC 12) Max Uplift 2 = -204(LC 12) 5 = -185(LC 9) Max Grav 2 = 735(LC 1) 5 = 567(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-902/541, 4-5=-280/290 BOT CHORD 2-6=-580/753, 5-6=-5761761 WEBS 3-6=0/299, 3-5=-692/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 2 and 185 lb uplift at joint 5. LOAD CASE(S) Standard Were" .neasticreqerrmiNtWA-1Vernns6rtn(elraas(rE(wssWeelmintaemosmWo0vits ths'l,usDripD-brlT(s+;nlN191mrl.Tat,R,,r.(.tdusososkottFe`vees?.Udus;ow'iseds4(10?11-w W1e'su¢emr pees slili:�ou(firhs1D0 bk,dii barns Desige(rputt{It,Spe<idi(Fspeew needs uyIDDreputeft nP,�;e,c7tle pdnsind ¢r!rrriryteynziuiMtr n. ing- , ne srpemss[ymd eerie TO Wifs u 11-1. ne Imp, es".p. ,trc(:smdifim, adnrf Anthon T. Tom6a lIl P.E. eTlastdnls Nsslvuy1.11ag is she w1w.elD.etaeONEI, HR Owutlfad9'¢E(a�dorA, lmlGm Dtdpxt,®ire tntidd6!it(,naa(ae(tie lit'!Wlq tole oall�l.Tiest,.Wdits IDDaAo,, lidl ose sent Tismkddehh7tq m1e, Whelldn WI,.- sidiha A. te<jeo0!. Y � ' NNsi p is. stNQeamu.11iulesolo h iftiIke ratnes®1 kinosidile!who (orz smedids W%ran" 1sor hlddt TMWsitetruti ultt one 1n- TW 5arhere a;�iiesrdfri:sdlel!rssDtil tr,T:ess0, bow'alTressNaMoDres,a:ps � 90083 r r i t 7 ( r r v a Nhs P t2 4451 St. Lucie Blvd. elt:aiu (dirt! IYnfad:N eytel opor u mDq it di pates Indrei IheTress Oenp E�inu Is NOT ke tdidap Ges:tan, rtTnss SlGea tynxr dmpleUBxp All er?iLa+iteems uen (dad kiPtl. (opyrighlCQ2016A-IRootlmsses-AnthonyLlomho111,1`1RepeodDuianofibis dommens;inontrim),ispiohihitedwhhsol the wtittenpermission beat A-IRaoffrusses-AnthonyLTomb III, BL Fort Pierce, FL 34946 Job Truss Truss Type City Ply ' A0111902 72865 B05 Half Hip , 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:33 2018 Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-QDGxmcUOaiyvkU Rhtt15jlVfxP26Kn 1jWxDmKYynIPO -2-0-0 7-0-0 13-0-0 2-0-0 7-0-0 6-0-0 4x8 = 3x3 11 Dead Load Defl. = 1/8 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.11 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.16 6-9 >961 240 BCLL - 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 63 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 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-7 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 = 735/0-8-0 (min.0-1-8) 5 = 567/0-4-0 (min.0-1-8) Max Horz 2 = 217(LC 12) Max Uplift 2 = -212(LC 12) 5 = -181(LC 9) Max Grav 2 = 735(LC 1) 5 = 567(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-742/400 BOT CHORD 2-6=481/574, 5-6=480/582 WEBS 3-6=0/305, 3-5=-648/539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. I 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 other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 2 and 181 lb uplift at joint 5. I LOAD CASE(S) Standard I I ZtGe�rieq rleesetixrrgHl re!iteHe'slloci U. Mxens }lrif. resne. Udess rtler+isr 0fldotktTD0,w'7 luirieneem,ja}ssiil!Fe nrlMrteT3f!lo yredil ssei,rss Dniie Ee!Icrxlle,Sse:idl(Fsper±;,t1?>•rl r�a!IDD!epresexsnxap�;ed De pranilrrdeerxenrq,tyrxi111uq ; Nu lss!psr'@e sreetinrs(ry!;t>I¢derriD a.ly, nea irFl.Itetn!q, nnapota.hrirpuremns, s.!!d'Iry Anthony T. Tomb III, P.E. d asedtln irsss5, rep teili roit lqe rzspnsidN.dGetlun,MxO.uit raarrsrl egefl e!tse roll ra Uggex,m Ct ntlexd15elr(,tl=.(s: xdtlr b�dgwdgrole ra#irbl. iir npn!s!dnr muvl rr.firx rsr ri hem,s.whala�:r�.ss:ge,!rsnnmrr x(E,xsq ssillq, ne re�pr�si:!:ry of �80083 !hta:feg Des�rerrM[cr.,rex.t!:a4scnznelle ieD eal!ae piatnesalgxldn:sdn:hA(ivq(eeptaen S�h!gha-nsonR(Y rrNis&EF�itloa(senxerel:r-nr.ts gexn!�9me IN 4451 St. Lucie Blvd. r>'<edsr(rsrrigror a:mep!dewo.,.scggrd!gern�r,r,ei rsemss Cop rngiex,ngei(x Whri.r:;q3x, xr;x,sgrInfaqu!x o!®rs in map:daHre:oi xemaa9e(!agrtL Fort Pierce, FL 34946 (optTigbi02t!16A-1belhasses-AmbonyT.Tom6o111,P.t. Reprodudi000fThis documeni,inanyform, isprobibi!edwithcofthewritlenpermissionfrom A-] Red liusses-AnthonyLTomb 111,P.E. Job Truss Truss Type Qty Ply 72805 B06 Half Hip 1 1 A0111903 Job Reference (optional) M 0 i nun: o.c I u s May la 20 i6 Print: 8.2 iu s May 'IS Zulu MI I ek industries, Inc. Thu Aug 16 l l:43:33 2018 Pagel I D: BwD5y9u4JWGF4tOLERt4LsyvEgf-QDGxmcUOaiyvkURhttl5jlVgkPOFKgwjWxDmKYyn IPO -2-0-0 4-10-.-, 9-0-0 13-M 5x6 : 1.5x4 11 4X4 = JX4 = 6X6 = Dead Load Defl. = 1/8 in 9-0-0 9-M 13-0-0 4-M Plate Offsets (X,Y)- j4:0-4-12,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.14 7-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.28 7-10 >552 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017(FP12014 Matrix -MS Weight: 72 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 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 735/0-8-0 (min.0-1-8) 6 = 567/0-4-0 (min.0-1-8) Max Horz 2 = 267(LC 12) Max Uplift 2 = -210(LC 12) 6 = -175(LC 9) Max Grav 2 = 735(LC 1) 6 = 567(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-820/497, 3-4=-480/244 BOT CHORD 2-7=-714/712, 6-7=-301/371 WEBS 4-7=-145/428, 4-6=-565/454, 3-7=-415/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord'and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2 and 175 lb uplift at joint 6. LOAD CASE(S) Standard StWel rleeutirnyHrseriFatfe'dd 100F n!'SSB ('AEIFI')G[9ai! TI MdItra.Vt4deulEt-olers eNree7 e9!s Fo t3i.Tress9rs�D!niasls[v; rd lltlFNtarl.lEx9ai^,4r.F.Idnear 4:s1 Es:rens. 0aless ofterrise dd!i it ti!100,u?p NiTeko¢e9ij+}sslil4MIII finkliaso It edil.I!elmi Culp hyiE+e¢e,5sesirttt Ldu!,s7!s:d is nrlDOrtpesetls6aapa;r El aetral:s9Fed asiFlHy respeAeily`A lle lFs aettit so;!eTI%b a!I rent Too aF¢, saiffMi. Teee!r.lSnsr VIM! loutfm6ax!.I.Maq Anthony T. Tombo III P.E. chest 0Is Imssir sitsdlriy is lie reap-11lay I.,0-II'tle 0euistoori!Fdovs Ulm idlliy(laq e, Ouutwit 143 lk1sl.A:�udt4t fid{a1nak renni. 5, ily Writ l66 and nytdlsst datT=.le,14LSd.`u"jMiss.11shllita.6 EmkT r4diie ry re!ItAli3:thd i$QO$3 e 34946 ' at tztel7es�rz�tdtEnEm�.Ill rensew.Ilknoeil lit posawasgrNnimImtnitiy[tap+FesSdeyte`.amEeas'IXSs}plhsEetGyiAaal11(Auerd!vexed:Espten;pednr_IFFlaeasFs4!nstE,s4:i1iesEsdEmJso't!LtssOeuystt,T:essges:yaap±xrEadiresWm.6:'eier,aess 4451St.0083Lucie B1Vd. L FrIIYldirdlyOGa:edBjrNSt)InlrCltliylfdl)atiFfIEIF{led. ReNssceipf"ieerrhACT CtMetceiiyEG,rlTrr;fSystexblister e'.fly4eilliq, r116ytda!rit:GIntmlatalwlrrl" Fort 1St.Pierce, FL Blvd. (opyrigh102016A-IRoof husses- Anthony 1.TombaIll, F.I.Repfoducrion of ibis dDulaneni, in any Was, is prohibited without the written permission from A-1 IoDITrusses -Anthony L Tombo 111, P.E., Job Truss Truss Type I City Ply A0111904 72865 C01 Hip Girder, , 1 1 Job Reference (optional) SESNEN] Run: B.ztu s May 12f zulif runt: n.ziu s ID:BwD5y9u4JWGF4 10-8-0 14-4-0 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:35 2018 Page 1 Rt4LsyvEgf-McOhBHVe6JCd_ob3?14ZoAayuCfdoi 10_FitPRynIPM elf. = 114 in 3x6 = ' 6x6 = 5x6 = 4x6 = T 0 A C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.14 8-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.36 7-8 >706 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 93 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-15.oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 6 = 1937/0-4-0 (min.0-2-5) 2 = 1981/0-8-0 (min.0-2-5) Max Horz 2 = 91 (LC 8) Max Uplift 6 = -681(LC 9) 2 = -702(LC 8) Max Grav 6 = 1937(LC 1) 2 = 1981(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3691/1277,3-16=-3246/1214, 4-16=-3246/1214,4-17=-3190/1188, 5-17=-3190/1188, 5-6=-3590/1246 BOT CHORD 2-8=-1101/3205,8-18=-1260/3502, 18-19=-1260/3502, 19-20=-1260/3502, 7-20=-1260/3502, 7-21=-1015/3097, 6-21=-1015/3097 WEBS 3-8=-209/1021, 5-7=-214/1028, 4-8=-445/320, 4-7=-528/351 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd L124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16ft; Cat, ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 6 and 702 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 294 lb up at 7-0-0, 145 lb down and 168 lb up at 9-0-1 2. 145 lb down and 168 lb up at 10-8-0, and 145 lb down and 168 lb up at 12-3-4, and 259 lb down and 294 lb up at 14-4-0 on top chord, and 439 lb down and 124 lb up at 7-0-0, 91 lb down at 9-0-12, 91 lb down at 10-8-0, and 91 lb down at 12-3-4, and 439 lb down and 124 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 „Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 3-5=-70, 5-6=70, 10-13=-20 Concentrated Loads (lb) Vert: 3=-212(F) 5=-212(F) 8=-439(F) 7=-71(F) 4=-145(F) 16=-145(F) 17=-145(F) 18=-71(F) 1 9=-71 (F) 20=-71 (F) 21 =-369(F) t6uo-iq•Pl:vetlneryNrr.!intae'AT ucr MsarsF inaNtru rurii8(ONDfIID1S(DSIDN{"NL't9 7.dINOPf":FSLLFNr Ins. emreellmAna Fn,I!:s! De:r, a inji'cc;:WIrt+drorl.Tarbul.r.L1fl-05roax,M!. wl:!:OW-Ar andrent IM, ILietmrttsirt�EessltfiMnelhrtte iDPfate ee6l.lstTrns Desiye 6titt[t(I.e,flesidlrF.neesj.t7a cal ttegTDD represerts¢srupa:edlae iralssind eg3erUr rgnolititt4!It,Its:pH 04 s.IpTn!sey:Ietat, Too .I1; tln IiFI.Thi.ptnsenpi¢5.6U¢pasnnsn,sdillNT Anthony T. Tornbc, 111, P.E. H.Sedtt!s rnsshreg Whirl hikengn!INloy el@to—At Dfw(f Erf.M.Td iTt]I or lte Wire! Duil." tst moto 9Ue lK.3:!It at tl: I'd blar;'11E d I+ At gpni d lfe 100 Wen hot .1, dBeTra0d,da bzlk;rrge.ivhfirin nd Grtz3 striae ur,stroWl:ey d z 80083 ' 11stn:eep7ts:ra.!tr3Qc-eGu.Nlrt!nstfw:hthlDDnOfisrt�rtes®lkiln.stls}spilGq(wlweelSderylebmutn;r(lf,pN!stdtIT7lNflGme:el:xelMleeero'idT.[ilr�Fefili�'.Ri(t^SSaAIIf[S1G!I'.SNtt:Ile!: DIIIjen.I'NSDe!!rdFaI:NLTIF!e!SNd'ullMll;pl!S 4451 St. Lucie Blvd. etsrvise ldied 1paGffiM epedopeherriDy lrelltrr.:nia?ul TttTinscelp Egieeer is lot ISe 141,;96il'u,erinsssrfr.Enaw e`anaalsy all cat.tdidaos nensd'Ead hull. Fort Pierce, FL 34946 (opyriabi02016Ad knot Trusses - Anthony 1.TomhoIII, P.E. Reproduction of this docurn eal, in any form, is piohitiied withcul the written ptarrissiOn front A-1 Roof Trusses - Anthony 7. Units) 111, P.L. Job Truss Truss Type Qty Ply 72805 CO2 Hip 1 1 A0111905 Job Reference (optional) 1.5p [tun: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:35 2018 Page 1 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-McOhBHVe6JCd ob3?14ZoAazPCcAonbO—FitPRynIPM 1-0-0 9-0-0 12-4-0 21-0-0 1-0 0 9-0-0 3-4 8-8-0 8-8-0 4x6 46 Dead Load Defl. = 5116 in ca 0 v 5R 4x4 = 44 = 1.5x4 II 46 = 1 Plate Offsets (X,Y)— [1:0-2-2,0-0-121, [5:0-0-0,0-0-141 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 240OF 2.0E *Except* T2: 2x4 SP No.2, T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc puriins. 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) 5 = 943/0-4-0 (min.0-1-8) 2 = 1022/0-8-0 (min. 0-1-8) Max Horz 2 = 11O(LC 12) Max Uplift 5 = -239(LC 13) 2 = -276(LC 12) Max Grav 5 = 943(LC 1) 2 = 1022(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1376/869, 3-4=-1144/925, 4-5=-1411/874 BOT CHORD 2-8=-580/1139, 7-8=-580/1144, 6-7=-580/1144, 5-6=-580/1139 WEBS 4-6=-10/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1.5x4 II CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.76 Vert(LL) 0.38 8-15 >661 360 MT20 244/190 BC 0.97 Vert(CT) -0.68 8-15 >369 240 WB 0.10 Horz(CT) 0.03 5 n/a n/a Matrix -MS Weight: 83 lb FT = 10% 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 5 and 276 lb uplift at joint 2. LOAD CASE(S) Standard WHIIIp. PIHse tltne)drtefl!Vb i'I I i70F ItAY31'SF(tF1'), 6;A;rlL fE1f1S a (WiTICKS NS10Nj Eki] j 7,(CYA7i�u561EMi' I«s< ie�Ap dtdp rurnelm ud tee «L=s¢ elit Leet des p firaiap llf�; e!f IN L6«rT. Tuff 8 l.E.leluese Attl Fs%are ne. Odell tllHri« iltlei of tlel�D,w!p MIT!SUm"r phi sldfentditrtUDDbau,die. AltTfAf Dtlne[Ip[eH(le,Sjltdl([M«!rI,tmud f9eeJlUOfeFfetetlt l!««j,W3tatll bfdet]Itetl«j:it:llE retpeWlllii(S'flll¢�PO4 ssplohnsi!tritilu lie TOwt,edHRN. Ti!,ernsenpifr.,l!de7oflm«s,stddlirp Anthony T. Tombo I11, P.E. rS!reddislrsfi!eq ldifiegdlh«spn!iulmdt`.e0yirtde0r<risemN.'¢rd r7ed er lle tdlarS Desiytt!,®tstnmd ddr n(,d!I; ¢dtle6tdka Csg:de ¢l r..1. Tit g7n«;dIN IDD rd re[Bddue d6flnrtadtti¢E:.dOrg sa:gt.l¢blldittndq«ig sSili'a. tN te!ptaus':hd c 80083 ' de6r!YxrDtsira.'WEC' rIv. All ce:essei� 4INTDDOAlit p(adne5©9p kn.% Ors! diPq(infatdSdepiahmH¢;ttSQptllstxdl,r1711dSOU e«rdl d4 g—I p1d.ek IniM¢;t:«Ipimid his mdmneINT'«sNI11.0,Truskirfip"oodT«:tuweqw,¢!tu 4451 St. Lucie Blvd. fiHdu lrnntllpandred eTrrd!Hrdrmiq l[dlptdns i¢trre115e T«ss Cedm Fran«ris'AOitk rdSia7 Ctsigw,uT'rsSSs'!a FapniHdm7 atilliy AO rq:,..a!dtr«s«eashavilaVnl. Fort Pierce, FL 34946 (opyrighl (D 2016 A-1 loollhosses-AmbanyLbal III, PA. Reprodudion DiThis document, in any him, is piobihiled without the written permission hem A-1 Roof Tiosses -Anthony L Tomb111,1`1 Job Truss Truss Type Qty Ply A0111906 728D5 CO3 Common 3 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:36 2018 Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-roy3Pd WGtdKUbyAFY?boLN7Bzc3fXBOgCvSQxtynlPL 2-0-0 , 5-7-4 10-8-0 15 8 12 _ 21-0-0 2-0-0 5-7-4 5-0-12 5 0-12 5 3 4 4x6 = Dead Load Defl. = 1/16 in 2 6.00 F12 1.5x4, \\ 3- 2 1 1.5x4 5 6 c? co to 01 9 8 7 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-3-8 14-0-8 21-0-0 7-3-8 6-9-0 6-11-8 Plate Offsets (X Y)— [6:0-0-0 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.07 7-9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.15 9-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 97 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 44-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. MiTek recommends that. Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 938/0-4-0 (min.0-1-8) 2 = 1097/0-8-0 (min.0-1-8) Max Horz 2 = 144(LC 12) Max Uplift 6 = -251(LC 13) 2 = -321(LC 12) Max Grav 6 = 938(LC 1) 2 = 1097(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1620/1069, 34=-1429/1049, 4-5=-1399/1040, 5-6=-1588/1060 BOT CHORD 2-9=-845/1388, 8-9=-421/918, 7-8=-421/918, 6-7=-834/1351 WEBS 4-7=-350/499, 5-7=-344/429, 4-9=-360/538, 3-9=-362/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 6 and 321 lb uplift at joint 2. LOAD CASE(S) Standard wonq•11mefi.gllrnvi WA-1 IMF6C6M Tim 8 CLARCM(DS1CMrit1 )MICKEN11ir. for¢. SerAr Itsgv ruaadtrsdm^Aesfss ns tus4ta DelpDrsvial¢(4?vrs Re ldkufr. Temis L'i, rE.lderzae Red fs nse. Ddessvtlenisv sidel setle10D,m'T wrviu¢v9rrs!<s;s>nl:.,tditr!slgo!os<tdid. ss vTrns Desirv[vTlrxN{L•.S,egv51 Ezpu!r,oe sednoJlDDrepesetls¢ran�:willepal:ssixd rgkwlry nsinsllllet b; llel[5:wc`:ntsspelnes tep:artee oe mot.¢; oatntt ite t>xpnsnnpres.ltdegueemxr,smrsurf Anthony T. Tombo III, P.E. r "trillsTimuM1rn11.161israesesrxeill!indCeOrmeneC.xisra'rn:sly slrfxld!litlDesitter,m mUddliel4(,55R(a &k.1k.4nuh¢3T61.Thot; v'dsklDDtdn!tleldtsedhsTnss.!adrtialsAe}ssrry[.!uM1livnntvd&rt'sgs5illfsreresNs!k13Td : 80083 ' ntl0eTDtS't-4a,,mC9'.AmsSOW -.011DD11Iiie Uarmssell lahrnmet't(SfpIIISReJ',ry1MHSI(Imrctumdl.gtttn1pl TNAMfti.1 Mkidisl—Desisn%lmsMpbpnermlTmsV-4m urWtss 4451 St. Lucie Blvd. vtTiernss W1p[gneer,IIGT:eSM.1,u.,Ieu,.rTn.SSo,!.fgM1nrdar Whn u!rq. ora.;os uses dT:eduvTl. Fort Pierce, FL 34946 (opyright02016A-IRoof Tvasses-Anthony LTomhoIII, P.l. Reproduation offbis document, in any brot, is probibhed without tht written pramission from AA RaDiTrusses - Anthony T. Tombo III, F.I. Job Truss Truss Type Oty Ply 72805 CA Comer Jack 2 1 A0111907 Job Reference (optional) #, a usa. o.c i u s mdy io zu io reen(: ce.CT u s May its zulu MI I eK Inausrnes, Inc. I hu Aug 16 11:43:37 2018 Page 1 -2-0-0 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-J_WRczXudxTLD61S6j61 ubfMjOW6GieJRZB_TJynlPK 0-11-11 2-0-0 al 1-11 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >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 FBC2017/TP12014 Matrix -MP Weight: 7 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -41/Mechanical 2 = 34310-8-0 (min. 0-1-8) 4 = -71/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = -41(LC 1) 2 = -155(LC 12) 4 = -71(LC 1) Max Grav 3 = 35(LC 8) 2 = 343(LC 1) 4 = 52(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3, 155 lb uplift at joint 2 and 71 lb uplift at joint 4. LOAD CASE(S) Standard hSe�risl�neesetlurgklese!lenik'A1 r0Di 113SSB(if(lel'}QAiet iirHS 6(DF 111DA3 (9STDkj SlR9'f .:l(MgdisEuuMEgi hrs ies6r disip raraelrrs rsi reedaslstwl5isl!rss)espa Sraviarlf[.;rd thr drtk¢yT,IsalaDl,rE. rrlucxieArst!�re rst. lldea sties+iu tlnrl mtlrTDD,w!p 9JTsk="rIbsft!hmel61 the TODI,k,siL 4seTrms Desir 6Tir:e{e.r,SreuDr 6tlue;9evd re rrTlDD rePrmems¢ss¢aadtlr Psdrnlard eq'sasugrgnGtAnl4�tarlm�ssltte say'ei¢:s[ar:nre rolitTOD all.. Werlil-I. Rx ees�Pa msraPnrm.frd:a}urlinxe.¢asiD7 Anthony. Tombo Ill P.E. ttdmednulimSrruyIolli¢ieth¢ll"cAdr,OtuDarr. 1 OWrIfEaS'IZdrrdOrn,1016tregl!, I!-trndaatIt(,nel:(¢e tie adkxligat, ulV115,ePlsnEldtuTOD¢IrrTfielimrlrtaT¢es,LHld.ki d'^qmmia,ufilldiuulint6gadihCa.!rFSvhJ:J.1 y-80083 M1eC?'tsrDes:Sx rrd[ca�r0a:.Afl:-3 setw4.ttuowlierrafisesolp,iInes rfei!Nl ier(,rtM OSshpii-.In,=;;PI4,i 4T?I rH SIfAmrdura;sfM prnalpAns� INes5n:4trrs1rs 4�mes¢dbars Y>!:7!tssDs;ip¢,l:�ss9e!prclia:erwlrnssMatAr:4�rr, sx n5 4451 St. Lucie Blvd. dlr;dse tha!!ro(olaM rperiqu Nwrier irdl Pulse i¢Aerl. Tkelrrs Dmlp Eslueer is ACM,WoolCmwuIrrss ETshm Eglmr daj aifl All aGIdsrPercs Paz deeed WITI. Fort Pierce, FL 34946 (apPTighi©2016A-I hoofliusses-AmhonyT.TomheIII, P.I. Eeproduclionoffhisdomment,incoy form, isprohibredwithculThe writtenpermission from A-IPooiTiusses-AnthoneLTomho111,P.E. Job Truss Truss Type Qty Ply A0111908 728b5 CJ1A Corner Jack 7 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:37 2018 Page 1 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-J_WRczXudxTLD61S6j61ubfrgOXTGieJRZB TJynIPK 1-0-0 0-11-11 1-0-0 0-11-11 0 0 2. 0 0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 6 >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/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 7/Mechanical 2 = 160/0-8-0 (min. 0-1-8) 4 = -6/Mechanical Max Horz 2 = 45(LC 12) Max Uplift 3 = -6(LC 12) 2 = -62(LC 12) 4 = -6(LC 1) Max Grav 3 = 9(LC 19) 2 = 160(LC 1) 4 = 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 1 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 62 lb uplift at joint 2 and 6 lb uplift at joint 4. I LOAD CASE(S) Standard dard PLATES GRIP MT20 244/190 Weight: 61b FT = 10% 6wdry-flenetlsnyNrmireth'd l IOG` I1358 rS(0r11 GE6EL'£ ICIIIS dCOECdtIDHS[DSTDM{{"SlR]'J/CI.eu7�iExielEa� hrm. Tull deap F—O's and red saes nIN[rrus )np DrsriryiTIC"sd Is 1ARY1. TsabO, r.Lldnem 5eet C46re tee, usless tlwvis' aeld!A titTDD'Ae ksiekoseevgkes sla;:e esedhrae l9Disksdll. AseLlss De:i.s bprattjl.l,S.e'idir bprsrj,Cetdis or NOeepesetltusmpm;e s[Itrsare!vans!erg:ee!:isgrsrnsililat:ISe dss:!adtlt t¢etinss dapaed!r.IlelUu oslr,otinT2Sl. it!d!tlpa msmpirct.lsd usdnxs. seinlilry Anthony T. Tombo ill, P.E. dssedlHsL ss?'" pldiet it lh ntrnfllilal dsleOmclle Owxiss:'`sdzd spa nk 1n16.00fiet!, ntl,e("49.1 Ne lr wMer alike bsd W, We .1 MI. Th s.rsn' Ith 1OO nil uyfidi.,, d6l Tnss, M!d.L-. f% setrrye, i!s Ass esd tnsi. MISreruci:l:hd r 80083 ' asb:inhs=p:W(sews. All u!essetwlNWDOW6t1WRsadpii!InndlLen11'.1WaertSsle7h`lrnpin;6(sfp8lstxdgr7lndsEfinrMlsexdfi.eeenl,�udasl.11iik5n;3!:es.rsiSJaiesssltanlsdlLl!rssU!apn,r:essaes:r,up,lnesdrn:svwtl:z::r:aess 4451 St. Lucie Blvd. '!'vise ddud lye band egesi,pe In wrnIq d] rates ln'6el. lhTw NsIp[qseeris dCt 4e ldAe.C';?.ver,rtTnls Sys!'falneerdmy ial4a.. lllr :sdkrns rtemddadhTPil. Fort Pierce, FL 34946 Coptnighl Cal 2016 A -I loaf imsses-Anthony1. Tomho III, P.E. Repnodustion of ibis document, in any form, is prohibited whiner the written permission hom A -I Roof Trasses-AnthonyL Tomb III, P.E. Job Truss Truss Type ` Qty Ply , 72805 CAP Corner Jack I 2 1 A0111909 Job Reference (optional) 61 e 11. 0.4 eU s Mdy to 20 da runt (s.cf u s May its zuits MI I ex Industries, Inc. Thu Aug 16 11:43:38 2018 Page 1 ID: BwD5y9u4JWGF4tOLERt4LsyvEgf-nB3ggJYWOEbCrFKegQdGQoCXTQrL?9uSgDxXOlyn IPJ -2-0-0 0-1-11 2-0-0 0-111-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >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 FBC2017[TP12014 Matrix -MP Weight: 7 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -41/Mechanical 2 = 343/0-8-0 (min. 0-1-8) 4 = -71/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = -41(LC 1) 2 = -155(LC 12) 4 = -71(LC 1) Max Grav 3 = 35(LC 8) 2 = 343(LC 1) 4 = 52(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3, 155 lb uplift at joint 2 and 71 lb uplift at joint 4. LOAD CASE(S) Standard enenp.nnnaatepil7rniexlieAargrOlS53i(Itdl16n1(tTftnfAUtdeeppneldmedrtModesmlasT!essDe: fir.pilCrallhAetlw7l.IcD>ni,1.Eldneae4etnare s.Udesssleniseuddeo-delDP,wip nlTe'ecoeeemr�:t ssSyiNtulfirltsl9DIsh 1eit. Ise irrssDnip hpae{I.e.S)ridl(6Cees`ptie sedno7NDeeFresetls.-Ow.tAtie ryohsAndeux±AsT rzyutiNlrt7:ne(n!(aa'e(e s�t;IeTress(epA-duhTIDW7; oalerl!Fl.itt('S?p nunpnp.ledzptad!ios!, s.italllry Anthony. Tombo III A.E. m(nedshis N,s(ereep 1016e-Is Ilse«tpnsithytitee Deeeeil0-,'s0*11eh;d FIN 10111a Desipnr,.Nreend elth lK,61 it" .1 th kg.Wfr;sde[41Mi.Tit glmdto dIs, TDD en MIs,dris Tnss.adetiefIa1.snsge, WhIldn nd knit ? sfdlts N wpre W"d y ' Ri la:[a Des rri (eCtnor. Ill m:es sew mRe10Dn1 lie framer and Idaes dlh kI& (ec mSd iserngise(I(Sf eN6hd: TM nd Sl(Ansufm d1k, tent isom I&I Mush res /7as addfn ifitl!ess Diu lOw 9esi 280083 8 3g! 1 p! 1 19 F7 dP Y » r H'a p p(tpnsnrad lass ga!de:n!er,a'ess eYsnuu idneff orsdedt esdemavritie 1 dt Doss iss<Trei TleTnss De;(a El3unrB ADI.^.e lo.le "est s aEqu><r[o75eDdiap. (D rep:�aN'Fos ertcs ldaedfi0tl. 4451 St. Lucie Blvd. Zi P F I7 1 ?• pF,er l�ns_pft (opyrighlV2016A-I Roof irussts-AnlhonyI.Tombo111,1`1 Repsodudionoffbisdommenl,inany form, ispmhibaedOhm thtnrinenpermission from A-IRtolTmsses-AnthonyT.Tombo111,p.E. Fort Pierce, FL 34946 Job Truss Truss Type i Qty Ply A0111910 728ti5 CJ3 Corner Jack 2 1 Job Reference optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:39 2018 Page 1 I D:BwD5y9u4J WGF4tOLERt4LsyvEgf-FNdC1 fY89Yj3SPugE78Vz0liDgBekc7cvtg4YCynIPI -2-0-0 2-11-11 2-0-0 2-11-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.01 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >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 -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 63/Mechanical 2 = 327/0-8-0 (min.0-1-8) 4 = 17/Mechanical Max Horz 2 = 114(LC 12) Max Uplift 3 = -46(LC 12) 2 = -114(LC 12) Max Grav 3 = 63(LC 1) 2 = 327(LC 1) 4 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 114 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% Ge�ritp PlecetlenrpHrrelintk'dl IDLE IIDSSIS{'SCLLFL'1,UKIIIt PEWS SIDl.m05SfUS19Mj dDtEl',itIiID1,',ED'nNEei'I—kilyd'opputnelers ridredrrlesNIasI'm DnoD-ig(Tre" ni IN16.11. Teals Il r.E.le(—SIN!hkz mf. Ddess ¢Ilenise tlr!:1 tr tleIDD,ea'y giielu¢dvrp:Y.es slrl: t�redhrlk79Dla 6e!dd AscLrss Desipv hDxc!¢!,S}esitDt 6[eN!rrl5e sedunpTDD!eyesetit atwvpmre sd tat p!�n9rtcltrdkeltr respns011dy i; lse ln:padaesa eTnss i!gm:l n!It TDO"II:WuV1 I.Thefts!pus-pus16,;mdnos,smslilf{ Anthony T. Tombo III, P.E. Writ rills eclrl. Less's: rq {sil6n (t lie Nspx!iblar eft 0.ier,thD.xise^a•iast geio; hie lnllin Desgw!,a ruhndhisdN tia "u:adtle br�lx iinr nde e4',it rf"Wellk .1 w 90093 iDD aad n. fiell ne AtieTnss.imlr8a kaf!g ss�e. nshDolieenddniil s5iliwb�re!puv!:tr ZE Ikeda:fep7es!re td(uStGs: All N"sitlW.1,the�D .1htptuou"mipidthtn III! k1ig(r¢peemSrlerydai;nulw{6pfpHISM1EpTRW S1(Ase:rLmd'"penrlpAnelF'rlfr9as5:rnPra:6i1.1iesnld9esdleLrssDrtiper,Tarts]np6pa:erwlTnssYavlr:M.^.s;wkss 4451 St. Lucie Blvd. e4nwlu Kid IT,U rcol eyed rpa it wring IT of parts lnt-'!d Tk,I..Deupfgi—is NOT Nla!dapCmiper,,,Tms Spa Eames e.myN q.. All sg't%atilIns In da.,W 1,TVI. topFort Pierce, FL 34946 plighlD2016A-I Roof Trusses-AnlhonyI.TomhoIII,P.E. Rep Roof Trusses-ActhoayI.Tomho111,P.E. Job Truss Truss Type Qty Ply , 72805 CJ3A Corner Jack 7 1 A0111911 Job Reference (optional) t_ Rur1. O.LnA s may IC zults Print: a.z1 u s May 113 201a MiTek Industries, Inc. Thu Aug 16 11:43:39 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-FNdC1 fY89Yj3SPugE78Vz01pKgBekc7cvtg4YCynIPI -1-0-0 2-11-11 1-0-0 2-11-11 2x4 = 2-11-11 2-11-11 Plate Offsets (X,Y)-- j1:0-2-2 0-0-121 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (foe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-8 >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/TPI2014 Matrix -MP Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 80/Mechanical 2 = 220/0-8-0 (min.0-1-8) 4 = 37/Mechanical Max Horz 2 = 94(LC 12). Max Uplift 3 = -56(LC 12) 2 = -64(LC 12) Max Grav 3 = 80(LC 1) 2 = 220(LC 1) 4 = 53(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 64 lb uplift at joint 2. LOAD CASE(S) Standard Utiel.ne"erlu"imlr"ireetk•Aa loci TUSSBCS([liP1REMIT 111AI(OMTI[ks usillilrum., A(Allor"'Mr. We% imrfpd"Ipa i"amelmasd"Nestes "MD., Deeps 1-hIfli4 eN llt IdoeyT. Te hOff,ft hlueaetSleetk*-., Ms. Odtss mF."rise mslN rl tlrlDD,w'p Wiehu"enu p'aksslstlaaulbr&Ulstok,OiL Heir.Desire hpleee(Is.Spedrar bduv)t9tfedN eelTOO upresuds re-pua dlleproles!!Gtleriee:le§Rsy.,41!4iferrets I.Mel IN goeTrm dtpt1NeeIke WWI.eN"TrFl.lh€estps stunptien.bNap"adn"l. sedmilrl Anthony T. Tombo IIl P.E. eld use otitis Tress fif,"resdncmIt, rop"utilor 0th Ou".thO-e-tiionlN eim"she rnitiep Ituiler,wtk outer ba lit,belr!sedthe l"d ea4eg ode Pad MI. Ike 4pna`ef As TOO VI Ake aeliase AT fie lass, b iielldfwq, ramle,l"NlmiuWkae;eell el�refp;ildpd:h of �80083 � ' h1,U,goes:. d(cohm. All -4!Set It%IN PWfitpredoesod}Nelnaeffee bdGy(,R.mSdeghbkodireiCf14,111 it TM dSKA enLueeftsp oerlpdm-TISIAh-ibtreeparo:h.iAeserAdSsa!3eurs!wnper,Tresioerysraperalfin, ,dear�er;a:,s; 4451St.008381vd. ekenlse IdieN 1pe(Wxd egeN epe b rmeq lg dlpedas I[ae(u3 hebesr Ci11F rap"ue is NOT U dsl:dalOes!pe", "Trees Spsta Eolnerr ilea, r M.4 W ¢t;?aN!e•us Oren deraNURtI. Lucie (optTigh102016A-1Roof Trusses -AnihonyT.TDmho111,p.f.8eprndurtioaofthis dorument,inanyterm,ispmhihBedwithout the written permissionfrom A-1Root Trusses -AnthadyT.Tombie III, le.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111912 72805 CJ3B Comer Jack 1 1 ' Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:40 2018 Page 1 I D: BwD5y9u4J WGF4tOLERt4LsyvEgf-jZBaE?Znwsrw4ZT1 nrfkVDHztDW8T3N17WQe4eynlPH 2-11-11 2-11-11 2x4 = 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 0.14 Vert(LL) 0.01 3-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 3-6 >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/TP12014 Matrix -MP Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 131/0-8-0 (min. 0-1-8) 2 = 87/Mechanical 3 = 44/Mechanical Max Horz 1 = 73(LC 12) Max Uplift 1 = -25(LC 12) 2 = -59(LC 12) 3 = -4(LC 12) Max Grav 1 = 131(LC 1) 2 = 87(LC 1) 3 = 57(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1, 59 lb uplift at joint 2 and 4 lb uplift at joint 3. I LOAD CASE(S) Standard 51rdn-11.2 ti�Im Tony Mt. F—tinodreadodnMIMS Less Design lowhl(fro,t dlit Adletrl. Ls oOI,U.Idiom 94t!,of mt. Noss otFenist dddvtie7OP,cay WiRk arse,jiasstiltawl14,eITTtoberoed.AsorimDuyehpseep.e,steatDlhdeeer;,des!dntoyTODniouldstoanptm;IdDetedtsdxdeneeminslnaid0iVfitdts:lnsdthfieinnsde+iD4toit,ITToly,tad.IN.Rtdss!pssnattne<.hallp(ldmmfdtdiml Anthony T. Tornbo III, P.E. rJoarims Nisiren rdidagit fve reslx!itiim dDeO.netee o.&Sm'.zsd y^rd Is&MEW otsijttyatkndeddNir,fieit" ad fit Drd esl"I lad MI. liettlmd d list TOD Dtd ttr held on .161Inss. udt54 IsNR "It, Ufilidiel WhtlTiVhh lit a!la 4!:yd z 80083 ' IhlydntDes4—'I&cts!i%III atsso!W,:.hTDD,,tIh pwasafphIrindthkINI aiwxsSeel a�adiott(!¢pl6sleliriTAoadst(Awreh't Iterleltofp1somIYlteSan@e:nprs!4fifieses&MI'libisDedittr,inssOnipsl-01TnssP-40m,."n 4451St. Lucie Blvd. ..o-is, ddird ilo6dre4 olnel apt 4 Will it 0pot sNubd rieinss Crsta Ealneeds lgi saffalgssgne,rtTns SyfimE,lileer r. wr ltilLn. All ql AItrsts nets ddoet 1O411. Fort Pierce, FL 34946 CoptTighl02bldA-1AoofTmsses-AnlhonyT.Tomboill,P.E. P.eprodudionofthisdocument,inanyform,isptohibitedOhmthewrittenpermissionhamA-I Roof Trusses- Anthony LTambDIII, P.C. Job Truss Truss Type Qty Ply 72805 CJ3P Corner Jack 1 2 1 A0111913 Job Reference (optional) t,. 1 Mull. o.c I u a may la zu In Prim: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:40 2018 Page 1 ID: BwD5y9u4JWGF4tOLERt4LsyvEgf-jZBaE?Znwsrw4ZT1 nrfkVDHtzDXuT3N17WQe4eynIPH -2-0-0 : 2-11-11 2-0-0 2-11-11 2-11-11 2-11-11 � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >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 -MP Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 63/Mechanical 2 = 327/0-8-0 (min.0-1-8) 4 = 17/Mechanical Max Horz 2 = 114(LC 12) Max Uplift 3 = -46(LC 12) 2 = -129(LC 8) 4 = -31(LC 9) Max Grav 3 = 63(LC 1) 2 = 327(LC 1) 4 = 45(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3, 129 lb,uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard SAni£r-nNfllle£@iitlJINIENI$6tVUtr(K{tj()((rH'i aflii( TI(i�(6(�4,@�.'I(I[ (jjTD(1{ j%((rD�''.e-:ikf�I".. tG�Imids JillOtlele Ellle'ul ml?SgiiltTlEl@3espirevi'r(Ir,WeEtrO.F1.1,0AIII,r.L rddtA!(rMi h£!l mt. Uems'A-Is' M1lAlit Tllla� IAIliaEu!hlr:Eas shdit@nelfirW)Dloknld.As@TrRs DesyE 6pEe£!{L•, S7ruuy f@pc@lr;,5t ud n BJlDDte6retedsumEpa:eNlSe rni:sdud euiel@g esruulDttp ittiel£sinel INAs eTmskpnllr@thMalr, order I.N. 7M Lzs ys msmpuu.I@[4arcnrJnu£. sm@Ilirr Anthony. Tombo III P.E. .d ue e6is ItAssfe:@n rtallirg is lie rti£e£IiIIM dIAOner. IMOwazis Ediri=@I@ dr: the lnllitp Pesi tal,nrg [Weddlu lK,SlIS(udrie bcdha:d £tle adl 1. Tie Y 1 sg sPlAul 14lDUnrmrield:s@dihe TmtOsIftEtmi•r.¢t!@nre.u£hifdin ulNutg shd16E 6s rnpract:`:hd w 80083 ' .AuA:ts.It dIto(mod nu. ms.ItseaArnfiq 4All pints lheptmfasmdprirdn:s dtl: GULq (@er.a£n s@IEgh mEne@(s61}rtNlsFei!i(jII'd sfqu•tugl.@d!uptuul yrv:ddated III. 4t:u(ms.h:,nu tedb`lsdRtl!E£sD@s:pnx,llm57es pAuhiserevdirtss Namhnr:er,Ee4ss 4451 St. Lucie Blvd. rtr±Nn 1lDrli Ito (mod @geH @,ue a mliq hdl pints @s@!!ei TheTress taslaaEsp @em Is ACi kk6adapAts:gaw, uTms $s':a i@io:w dmT!@iIBAy dii t�dali4•lu nem ddaN I@Irtl. (opyTight07D16A-ItoolTiusses-Anihony1.TomboIll, P.I.Beproduri000ffhisdomment,insmylorm,isprohibited without the wsinenpermission from A-1Roof Trusses -Anthon@•T.Tourist Ill, P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY A0111914 728b5 CJ5 Corner Jack 2 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:41 2018 Page 1 I D: BwD5y9u4J W GF4tOLERt4LsyvEgf-BmlySLaPh9znij2DLYBz2Rg2jdgOCWduMA9Bc4ynIPG 2-0-0 4-11-11 2-0-0 4-11-11 0 to o L N N LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.07 4-7 >900 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 10%¢ LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 136/Mechanical 2 = 396/0-8-0 (min. 0-1-8) 4 = 55/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 3 = -96(LC 12) 2 = -120(LC 12) Max Grav 3 = 136(LC 1) 2 = 396(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3 and 120 lb uplift at joint 2. i I LOAD CASE(S) Standard I Seuy-I1-1-iyymieoth'A 113ci RASSrWIE[i DEgB1:RINSb[OF 11A51[1110N(BtT�-iA(fMRIKIIIIII-M.. ier4drdpfsawdmc!1re:Jell?sulli!Les!ge!ig!Br..iylff�G;¢11�k 11tia71.Itx1a i11,lE lefxexeRM6e're es>. 9dn!9hnise0dd,a tie IDD,%ry Whka¢emq!Y:Is sIdlMeulbrda iDDn»relit A!eLsu Deslle hgueQ.e,Sstirhd btlu?rta?s!nlneq IDD!etreseds¢¢ny.©udl5e 1m1nsmdeyieetbd it? fiEn" lss 5a<E tCefsyeln!ikA n?hctle To silt;ode lr'H. 7lt d?spmnnpi¢!.I¢L:e; ift!sNlity Anthony T. Tombo Ill, P.E. Hsseatis Imste'n116161 SS O Ii1 R3f11!IlAll)ditd0riis, tiP a At'(wNi4'dli th lsiS11g 0e11gtt!�pih:¢nddlu lK,a?::stifle bid lady Ed, ud MI. lit q}antiaA.10D esdni 1,11'sedht mpiili'd Tnst, idlfipl:-�e}sK!ygl¢hllR,n udlnia754�1i7: ki a80083 ' tte ttiilnDes�rn: rtJQa�ec9!.Agu}SSel.l.bIDDudsu lawms©dplAns,13!1nl0ydcs15aenSderyite-ndln;GN, pNlslx3 di Rl¢ISHAInid"W"aPatti pAAL Ieil ieYns3:[esp:si>TISIs7bD?sd9a1!In Desiper.l:ess k!pngaermiTmstlmh!'r.?!, si 4451 St. Lucie Blvd. eSETise lefi15d1SefuLMepesi asubmtiy lTdl fen:ls lndsed TitTnu Desphime¢U101b W11.1 Dulm,rTrusSpas bpimdof kdlq. A1sgwa?9ires¢eosditdI,I?11. Fort Pierce, FL 34946 Copyright m2016A-1loaf Trusses -AnhonyT.TomhoIII, P.E. Resprodunionofthisdurumelnyinnay form, isprohibhedwithcutthewriftenpermissionfrom A-IRoof Trusses -AothenyT.Tomb III, Pd. Job Truss Truss Type i Qty Ply , 72805 CJ5A Corner Jack i 3 1 A0111915 Job Reference (optional) It. stay -o —o o.z lu s may to zu to mu eK mausines, Inc. I hu Aug 16 11:43:42 2018 Page 1 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-fyJKfhb1 ST5eJtdPvGiCbeNEA18kxzt2bgvk9Xyn I PF 1-0-0 4-11-11 1-0-0 4-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 4-8 >993 360 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 4-8 >880 240 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 -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 146/Mechanical 2 = 304/0-8-0 (min.0-1-8) 4 = 67/Mechanical Max Horz 2 = 144(LC 12) Max Uplift 3 = -102(LC 12) 2 = -78(LC 12) Max Grav 3 = 146(LC 1) 2 = 304(LC 1) 4 = 94(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.Opsf-, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 78 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 19.Ib FT = 10% 3 <-8008 ae:dy.11na nutyM.r?ri?. tv •e nDer nossnt ;<uu•I s(sers nuu a rocanDss osTan{unr; x<eecs�^;Y�er (xs. iertll4esl� lxradm e?I rttA oafs v(1isLess Des!p fiuiglRK�; erg Re lrtluy l-hsia pi CL (dueae Ant a?reese. 0dess otke.ise stud eetle70D,caj Wiekntetatr r!IYs slillhesedbr dx lDDls he edlL is tierss Desp hl!ex(i.t,Spotty Isda-e;ta? nd I. TOO repestds urmpvan d ie palxsind?ggel.i'm1 iddl fit ItsIsdde siotTnss d?liatatlit TDDnip, uda110..d?sgadvipun.ltreipateans sx141 7 Anthony. Tornbo IIi P.E. Hat 0 us Nalhi? r us 10114glsth,ari, iailap dl3e Dmd.tlO.uesexhalI'd r�th 1"16eg on!Inr,mHa ndeddli?IKu?ie(ul M1e utdtw4yMe ni(7:I. llItIp I:dthIDDu(n.tidm ddH?Tnscuduigl,fir.}shmt4hsNhfiauikiigsis!S?t�--!vvo!.hd Y ' dekirigD?Ygstt0['rertat. All wasncat:eth, TOO ndrnpaMesm1peildna.11aInikifirpsdSdxplza,'nNu(t(Sfrd&WisMvISl(An:rdetered!tegeeeestidmr_TMIEteesd?nsreu!d:aitsu�idflnd8:l:rssDeslpx,LnsDesp,Eagiutrca7(ressYasclean!er,uass 4451St.0083Blvd. t#enise Id;'It!ipo Gatxa Ipetdr>.Iumay Ipdi1c:u in;dtei iSeTress Desi Eghen I; eCi ka L>i!dig Desgm,nT,�ss SSstea taps:err: ap StilAy. All eq14tros Intoderaedbn11. (oppight 0 2016 A -I loaf husses-An(haoy T. bmbo 111, P.f. Reprododion of this document, in anyfum, is ptohibiled withaunhe written permission hom A -I Roof tresses-AnthonyL Tomb 11, P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111916 728t)5 CJSB Comer Jack 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:42 2018 Page 1 ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-fyJKfhb1 ST5eJtdPvGiCbeNEol7sxzt2bgvk9XynIPF 4-11-11 r 4-11-11 U4 = 4-11-11 4-11-11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >866 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 3-6 >829 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 'Code FBC2017lfP12014 Matrix -MP Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. 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 = 221/0-8-0 (min.0-1-8) 2 = 150/Mechanical 3 = 71/Mechanical Max Horz 1 = 123(LC 12) Max Uplift 1 = -42(LC 12) 2 = -104(LC 12) 3 = -2(LC 12) Max Grav 1 = 221(LC 1) 2 = 150(LC 1) 3 = 96(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1, 104 lb uplift at joint 2 and 2 lb uplift at joint 3. LOAD CASE(S) Standard Yedq -Ilett tittnpyprnl'oth 'Al1O0F IIDSs6i SE01 mimTI NS A [Oh 1TIClS NS(9Mj 517�'; l.;CMCRiFwN[Ki hta ie:-Et 4Rtlp pRFz!1?n eil reele.>1F! a Itisl!e!s 9ncfini�{([s:; tr! IM Lfkwrl. (tJko C', ti.IdycxF S!!s! te'.'rt nF. UdFs! ctle!.i!e>t!fei tF9R7U0,Fay Villkuunmrj1,05 il:t:t!R1Wb UDI.bt,,lii.,tlI, o!e(rtltd56tl'Ei ji*J3Ii!it pRtR!Retie[i, lit Uselt.rerTkI.7Gf?s!lanstupi!r.ltrlap mrranxf. s.udllC( Anthony T. Tombo llI, P.E. Zdued!ks iRss4r nt tdltinislie Rspn!iHlnJdheOnar.IkeOwuisetar6k epedrlk ltil6r Deiip[e',mlkRthddlatlC, tit P,CulfiRhtdk'dspmde nd rill. ilegnttl tl lielDD and n; fiell uerftie inst atlttiqlz!!i;}ta!qt, iu611Ninmlttrtsiflit-t!9 R!FaiLd s80083 ' Ihld'dap Su�g.F!trR 6ftar. All NIS Writ 101,100 lit plan solpeltirstltit h .16."Sdt ttSg pt ery 10MIlnskrdip M eA Si(A wel"i.lht P IPA—.lF:lk teS3erapem:iii:nes tsiEtn?Sd3tT!113 DtLpeer,7!ess 9tf ¢, 6pixtrmd TRSf MdTlt!i!!!; Rit1l 4451 St: Lucie Blvd. t eSFMst lditttl7o6d:cd epretd tne6xrAiglptilppinit�F4ei raeTress C<slplEal�eter l;IC(�.e61lRlresi;nw,rit-LS)Y.emainm r: atbnl4y. All to7!yatdtfMS item d4ad ISM 1. Fort Pierce, FL 34946 (opyrighl(41O1dA-IRaofTtusses-AnihunyT.Tomholl6p.E. Reprodutlionofihisdommenp,inanyWait isprohibited withoutthe terineopermissianl!OMA-IRoDiTrusses-AnthonyLTomta111,1`1 Job Truss Truss Type Qty Ply 72805 CJ5P Comer Jack 2 1 A0111917 Job Reference-(optional)ti eay 10 4: o Him: 8.2 t u s may 1d zuia Ml i eK Industries, Inc. Thu Aug 16 11:43:43 2018 Pagel ID:BwD5y9u4JWGF4tOLERt4LsyvEgf-78titObfDnDVx1 CcTzDR7svNCRWsgQ7BpUelhzynlPE -2-0-0 4-11-11 2-0-0 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.07 4-7 >900 240 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 -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 136/Mechanical 2 = 396/0-8-0 (min.0-1-8) 4 = 55/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 3 = -96(LC 12) 2 = -120(LC 12) Max Grav 3 = 136(LC 1) 2 = 396(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3 and 120 lb uplift at joint 2. LOAD CASE(S) Standard Lauq rinsetlernlRrrelitxlg'Al Igor anorSElin 611M RIMS 6 otofflas (iSTGMj In7j 1.(rlCTiiESpEg, lust ittil(lKip rymden nA n ledK nlais inns ges gs hn iy(fC4; ecr IEe Aeriurl.IcxSa lg, rf. Mnent!!ut 6e:`ne ne. UeIKs dkrrist ddel nNeIDD,sa'y -Al Sredanr �pnM 55 sedn®r lDV tepeiuts as rrupn;e si tle pahssind er{eerinrgttaliirtrh; lae lKjat?Iks'tpeTnss izl!nN etfle lDD alr,�!terTi41. 7tr resipmvupnes. iaUagcudnus,smtliiry Anthony. Tombo III P. . e�asedey's irtafb'ear{dlGeg iss9e RsPalsil11'SMI)1!r.tleOnl4rAb�lalP•eal er llt{nlliaF OKi1tt!,gtfe(nlid tlli lR,i;�natI8C l0td la:fn, talE nllsil.RlElplafdl}a TBgWPp fldl stdtlt rnst,m;btiy kxe cg,sreSF, iafMNhl ®t k1[sg tsixtif�khd Y ! E IM kr're3{esy.a!ar�Qs6-acg;.t: rags utmi �¢tkTeD eM lBtp�ins o7 pddus eft0.k:ipei(e¢ya;m Sdep laaaenu(ttSI;pN:sEed'ep SA a!1 SBLt annlerm4!e grenal pAaua RSSfa5wsla:etp^SSs1iKKld:esktlaless0edpn,i:Ks{K:p6ega:ereslirts.MMa:;ern: '000$3 fYLMnl�ief{Ir9(P?�ep!![�Ij11R%'dllarlydl rONK lnditi T0ain5i Cr;te�Far4eetis leis {a1%rCK;pn,nTnss SrOe�ia;nserdip t+il5:g. 111 tq :vd:`eros nets ddmtd iaiR 1. 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 EaptTigM0Z016A-IRaatTmsses-Anthony T.Tom6oIII, P.E. Reproduction alibis domment,inanyrarm,ispmhihitedaithcutthturittenparmissionhomA-IRanETmsses-AothonyT.fom6oSII,P.E. Job Truss Truss Type Qty Ply A0111918 729'05 D01 GABLE 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:43 2018 Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-78tjtObfDnDVx1 CcTzDR7svLsRWhgQ7BpUelhzynlPE 3 4 0 6-8-0 7-8-0 , �1-0-0 3-4-0 3-4-0 1 0 0 4x4 = 6.00 12 3 i 1.5x4 II 1.5x4 II 3x4 i:r- 3x4 1.5x4 it 2 4 4x6 11 2x4 11 2x4 11 2x4 11 6-8-0 6-8-0 LOADING (ps;2 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 6-7 >999 360 TCDL 15.0 Lumber DOL T.25 BC 0.29 Vert(CT) 0.05 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 7 = 37210-8-0 (min. 0-1-8) 6 = 372/0-8-0 (min. 0-1-8) Max Horz 7 = 153(LC 11) Max Uplift 7 = -180(LC 8) 6 = -133(LC 8) Max Grav 7 = 372(LC 1) 6 = 372(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-181 /291, 3-4=-181 /291, 2-7=-308/455, 4-6=-308/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 i 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 7 and 133 lb uplift at joint 6. I LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 50 lb FT = 10% trtrtiq.11 trwnjtytn!ott:'Aa taeEnD;rsfuuul 6r6aAt TEN &CILr:�nDssrmDn aia';scueale utnrl: ye:Ar dtup rutnJrsml rKle Knt sL•K!7K� he,i 9lR t� tlrt6url. fexHfl tErdatxe R+Ir eKl. DdKlple +ist GEdre selDD, ay Wleeut",Ise.essrdthndh, lbt UD It k'41A;0., Dtiijt ltprx!(t!.S Jdly bdttltpt!!:S!dtt reIToo rerrestdslt KnpMt dberrdKdred tg#e'1{E{lfykSilllnjS:Itt IK:yaef ttP stjekns ign!I retieTDDody,e!ddWI. Rf i!ArtK!mpun.bd+yodnUn.smtlllry Anthony T. Tombo lll, P.E. Gd IStdRiI Il55`<'rg{f!IdbFlt tLiKr{I!frllihdta Dst!ct4 or—'Snaild eyedt!Irttd1h;mirse!, a t4 sxtsdd to lt"i! IK"I A, In. to'dsg tie ml KI. ilegpmtdfh 1DDeadtq Rntse dfielnss,battitr6 rirge,iuNldi{t ndbtesgsSd;'.51r n!r.O tyd s 80083 ' Itar-t:rOKzz:u![sa�taa.i!nnsstlroluBeiDDOIatp, ,$.Ir+ddoKlHrttnl0iqImps,MSdeqie"dlw(19,1&sWbITHWSEr;n!refuexlt',Itun'#:dnreltil4451 St. Lucie Blvd. {iK�iuedi{td 1ya09:nl eytsdtytt itrdatr H, dlrrd_KIn!dtes. Reims Crslararitewls ghi etttA?da)Gtsi}au,nT:rtsysl:a Eaynser r'myS.nSng tllepil^-'x!dbsonreas ddsd 1s1141. Fort Pierce, FL 34946 (opyright02016A-IRoothasses-AmbonyT.TomboIII, P.I. Reprodudionofthis dommenbinany form, isprohibhtdwitheatthewrittenpesmissiaahomA-I Roof Tmsses-AnthanyT.TombaIII, P.T. Job Truss Truss Type Qty Ply 72805 D02 Common 2 1 A0111919 Job Reference (optional)•, Must. o.z IU s may its zUl is vnni: ts.zl U s May 16 2U1S MI I ek Industries, Inc. Thu Aug 16 l l:43:44 2018 Pagel I D:BwD5ygu4JWGF4tOLERt4LsyvEgf-cLR54McH_4LMZAnoOhkgg3Sd Hgq WPssL28OrDPyn lPD 1 3-4-0 6-8-0 7-8-0 1-0-0 3 4-0 3�-0 1-0-0 6.00 Fl2 1.5 4x8 = 6x6 = ix4 11 T q eV LOADING(psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.09 6-7 >884 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 6-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP , Weight: 51 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 = 372/0-8-0 (min. 0-1-8) 6 = 372/0-8-0 (min. 0-1-8) Max Horz 7 = 153(LC 11) Max Uplift 7 = -180(LC 8) 6 = -133(LC 8) Max Grav 7 = 372(LC 1) 6 = 372(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-154/254,3-4=-154/254, 2-7=-248/382, 4-6=-248/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 7 and 133 lb uplift at joint 6. LOAD CASE(S) Standard IIadq-florflonrrSTEaT]"th'Al IDGr fIiKSRriTblEl'Tf[Dsir TEtslSd(DF'aIID5s[DS70Mj it1F1;I(MI[itirDSNEIO'Ixn. rct �ENppnE9dm m11MAoNEsplili TtEsl DniS,finfap(Rijtd liErrlafi,Tsai,!D,r.E.IdtlEnt SlMli§ve mt. Ddttf 4lEt!'IISI dNtl Et titliD,r6} - ililimee!nrp:tlssliliteoafhrr[eTDDaktdiLUeLnsDesipFrpen{I.e.S,xlrDrFtdger`;,G:tdnnrlDDrepnrnsttsEnaasNtbepdnsindeglrEngrgnsiNl�tirINllsPdthsapeTniskpiNeinti,Mail, ederIM.irelesigennnpitot,bdrrtunnogsrdnilry gnthonyT.TemboIP,P.E. close dress Tmsfe oq rdll ET is lkmprolilay die 0.u"NO-es tkPtnopssivIN tall!q Doff"!,a bculddAr19,meli: uI tit End Ving nit Eel rrLl. le gpnn! dtie TOD W tnhdl or d6i TnsLbdsteoWT,+Peg6 inn:lNin WE EE:sq rLdist rantpatiL!DTd tTomb 34946 ' Vern apDls!ex!lrlLc-tr'a. tl:retest!omx!&ND0Inp toctirid614iblliqroeywelWeryiz�mdu;ttSfjpHUFxlbyINers!STgm;tlusxe7%gntn!prfoa-TPilh9eEs4antrmil;(resWiltonOttl!essDeupte.T:vssges�,upanwornnk �In!er,te:ns 4451 St. Lucie 81vd. 083 .1— Marl lye W!-ed ep,dquIsnual IT dIp�45 iadni TheTrnE None Elrlter is 101 N In'dil Ceoper, irtnss dorm Esim—lesr sriln,g. m tawvitems ntos hhul l,nsL Fort Pierceuci Blvd. (opyrighlD2016A-Ifoothosses-Ambonyl.TomhoIII, P.E. ReproduDion oftbislommenyinanyfoem,ispsohiblledwitheirlthe wilieopermissionfrom A -I RoofTroises-ArihDnyT.Tomho111,P.1. Job Truss Truss Type Qty Ply 728'05 D03 Common 1 1 A0111920 Job Reference (optional) nun: o.Z IU s may 10 4U 10 runt: 0.4 w s ID:BwD5y9u4JWGF4tOl 1-0-0 3- 6-8-0 1-0 0 3 4 0 3-4-0 4x8 = 6.00 F12 3 6x6 = I i a —an 18 2018 MTek Industries, Inc. Thu Aug 16 11:43:45 2018 Page 1 LsyvEgf-4X?TlidvIOTCAKM_aOFvCH?o1 E7K8JOUHo7PmsynlPC ix4 II Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 I CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.24 Vert(LL) -0.10 6-7 >772 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.20 6-7 >386 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 47 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 ' OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 372/0-4-0 (min.0-1-8) 6 = 372/0-4-0 (min.0-1-8) Max Horz 7 = 157(LC 11) Max Uplift 7 = -117(LC 12) 6 = -117(LC 13) Max Grav 7 = 372(LC 1) 6 = 372(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/257, 3-4=-157/257, 2-7=-249/382,4-6=-249/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. II; Exp C; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 7 and 117 lb uplift at joint 6. LOAD CASE(S) Standard I 6udry rinse tFcargdrmin!Ik'Ad IV n:6Is SEt107),aQWIEAIS&ID&11INSus19M� a1x) IIOktfOW[1 Mar. vet hop tueadm aal red edtsntfsln!s Oes pOraviylfC£1 rrllh Add.rI Terblit L1de 14dheesens. Odnsrdhrrin ddd ee tlrTOO,aIy NITei<etnshrtYes slil;4erelfir nelNS laic dlL LeimsOalta Eayine(It,Sp:Irap F�du!rjAevdnopNDrepesds«rmraedNe lnhsdnd ea'u±:In rsptullldl Sr Me lss:cgs; ae sa�eTnssettlntk iDdrodt, vaett l?Ft. lEs i!slln3ifetlElllq.ledijfndllN!, feY11iu1 Anthony T. Tombo III, P.E. close Ado iRM sseq I'loie Idliatis lk resp-ydOwxeIt, Owae0> ls'--'74 ride It, ldlhl Droptr,alanded des! Rt,6t iY.46, brd k"Cq!dt ml Mi. let{ptnti sf fit TOD 0 tr!fie4ne door Tormld§g taQ;nep. iuh9diu u.0 d lnMosiii. a�re!LIEd 880083 ' lEe[tiYup8tsi5:x!Id4ttna.ANre!essCaeBhrIDDolh,fr Warn-A;tddn!tdthI.M.1(wendSderydiamfnn;df9;pilowdeEActSdgerrdvxd1.V..)pdoe.lrslAhk0ereste UtosredMndt>Lrs!kopn,lms9mr,FtiaerwddossVw...gvWnt 4451 St. Lucie Blvd. tdtmse lrfilrldpaTad•N eyed e)nhrrairy 1polturts imeinl leinss Ceslp Eatieen is MCI N 1411.1 Orsipv,«Tn!s Spa dot edl ny Fort Pierce, FL 34946 Copyright C47p16AdRoofbusses- Anthony i.TomhoIll, P.E. Reproduction of ibis Jot I ullnent, in any form, is prohibited without the written pennission from A-] Roof Trusies -Anthony L Tombe Ill, Ill Job Truss Truss Type Qty Ply 72805 D04 Roof Special 1 1 A0111921 Job Reference (optional) 6.00 12 3x4 II 1,512 1 V a rv,oy ro —,o rnn L. 0.4 w s rv,d] I D: Bw D5y9 u 4J W G F4tO L E Rt4 3-4-0 5�-0 6-8-0 i 12-0-0 2-0-0 1 4 0 1 4x4 = 3 3x4 II 4 12SI 13 14 1.5x4 II !ts zuiu not i etc industnes, Inc. Thu Aug 16 11:43:45 2018 Pagel syvEgf-4X?TlidvIOTCAKM_aOFvCH?mLEDg8KEUHo7Pmsvnl PC 5 so Y 9 6 N 1.5x4 2x4 11 10 = o 2x4 11 1.5x4 II 7 1.5x4 11 6 1.Sx4 II 1.5x4 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 0.35 Vert(LL) -0.01 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 14 = 372/04-0 (min.0-1-8) 6 = 372/04-0 (min.0-1-8) Max Horz 14 = -134(LC 10) Max Uplift 14 = -107(LC 12) 6 = -112(LC 13) Max Grav 14 = 372(LC 1) 6 = 372(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/263, 3-4=-261 /269, 12-14=-347/400, 2-12=-299/403, 6-8=-344/428,4-8=-298/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom_ chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between'the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate'capable of withstanding 107 lb uplift at joint 14 and 112 lb uplift at joint 6. LOAD CASE(S) Standard Credal.nee,enuiitn.reele l�'4.l loci Hess'Nftttrltan;mrut+saconc�neeseDs7ola{trra;!(Is[4sfDSUE tus feifylNpramden o>dudn>fx se las Less De:.gs]rrriar{@Cyui nelstluYT.iesfs G;r.L tdaexe Sl:sl srh;esKs. Odessenenise sldel erne TOD,w"J t, M1Trlceeirage!es skill,sidle,blDDn)eedit hitless Dedli Upitrs(te,Speodry 9pue,ns udn rryTDDreprmedsee rmptate if fitpdeulwd eng'er:rng regnsnllnri: tle Win On, S1.00nsseepned eoneTDDe,Il,eaOM.Th"isi1Xeripimitolquelrnm souillrlf Anthony T. Tom6o III P.E. rduedSis Tussfe�iry ldtdiei iseteuspmililgdhoun.Namsedt'i:rdepen 4, [it ldldiet Desileer,ohavat it WKS,tar udne trrd WCqudr DOMi. ➢errp,�,ddste IDD uit,?behl eyedti,No, Ii:hEiG Wk.,; soofe. USblldien wins gSUNa reSp,'Wry If Y ' EI 2 80083 4451 St. Lucie Blvd. rnuHu Idierd 1po Gd:W aped in a wdner If dl pert:rs kas!,et Tieiuss Ctsep Eyieeer is not "we Idida70r,ignw, nTnss STs'er. Earieiee dmY liiliiy. !II Uyt"�d:edhew e,em ddad hIP11. Copyright 0 2016 A -I fiooth sses- Anihooy T. Tombo Ill, P.I. Reprobation alibis dommerd, in any form, is prohibited withoolthe written permission firm AA 11cof Trosses-AnthonyT. Tombo 111, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0111922 728b5 D05 Roof Special ' 3 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:46 2018 Page 1 ID:BwD5ygu4JW GF4tOLERt4LsyvEgf-YjYrV2eXW ib3oUxA86m8lUXwEeZHtnleWStyllynl PB �-0 5 4 0 6-8-0 3, 1 4 0 2-0-0 2NO 14-0 6.00 12 2x4 4x4 = T NN O 1 0 3�-0 MO 1-4-0 2-0-0 2-0-0 _ 6-8-0 1�-0 ' LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 36 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) . This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 *Except* 20.Opsf on the bottom chord in all areas where a B3: 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the WEBS 2x4 SP No.3 bottom chord and any other members. BRACING- 6) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 72 lb uplift at Structural wood sheathing directly applied or 6-0-0 oc joint 12 and 77 lb uplift at joint 4. pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 287/0-4-0 (min. 0-1-8) 4 = 287/0-4-0 (min. 0-1-8) Max Horz 12 = -122(LC 10) Max Uplift 12 = -72(LC 12) 4 = -77(LC 13) Max Grav 12 = 287(LC 1) 4 = 287(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/262, 2-3=-255/265, 10-12=-268/281, 1-10=-217/262, 4-6=-270/283,3-6=-224/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All, plates are 1.5x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Be!dry�rluseamgllrmurfk'AI IDCr 119S5'S(S[tlrej fd6t11LiEWSdfDlPA'!ID5$(DSiDN{ilt7';:.tC.eDArDSLLEe�tasai iuE(ksip(eaadtrs od2:d eNr3ut3i3 inss DrsigB!a+iylrf`v;ad!ttla!Iuri. iaalau!,rilduust}lasA Eaa nt. DdessdMrise ddd urieIDD,u7p klTeemuNrins sSiliee relfis ax iDDtaee rdiL Asairnr Delp htl�arjl e.Spndl(Gglu>�po: seduo/1D0 nprnmsurmuad to Aulxnnd erynurlryuqunlDar!orl'uln!ps;lle 4s�ein!s kriasl retle TDDad(, eaeul?Fl.tte Aes:p nunpiaa.ladsg<udaxs. samu!ry Anthony T. Tembo ITT, P.E. rd asedt5!s lnssS±aq tdlAiag isf esespasilila.dtk Onsctle�weiscA'sa±rtea±!ie rullhg Uesi(n!,aM,t ndendfftlt(,tla!:'aodtYe 6ss'164'r-.olt¢11iLr. le ryatcd!le1D(taalaa•ae!l ased8!inss. NdaEw k.^�'icg. nsge.iMdlAiu uekeix3 slilte R�resrusS:!:hd a80083 I thW.1,3ongwWleno.'ran! 4IMIDDlAiilr(�I!t5t;+ir`Jn:fa!II!hlaelrau{.asdSeferylfa:nSia;KS1`.pNlsknifrjIn"fslumrel—dltrwwlpdneleilkius4;;nka$TesWta!iesN3?1!rs:mdp!ct!�ssoesl,rpo±erc�arn:saaroa!!e!,a!n: 4451 St. Lucie Blvd. duce Mad lye tedraaegesS kmurrit,lArd!Aus,s!n,,4ni lSetrass Dedp Eegueer64L'i tla BndnrOetlgau, erinssSAsha Eapuudayb+il,4>f. Al!cq w.te9#;os ueas ddnH ralAt 1. Fort Pierce, FL 34946 f (opyrigInEl2016A-I Roorrins-Anlhony1.TomhaIII,P.f. Reproduction of this dorufnent, in any form, is probibited without the written penniision from A-1 Roof Tresses - AflthonyT. Tonabo 111, P.f. 72805 1 HR I Diagonal Hip Girder A0111926 I Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Thu Aug 16 11:43:47 2018 Page 1 ID: BwD5y9u4JWGF4tOLERt4LsyvEgf-Ow6DiOfAH?jwQeW NipHN I i4z82n6cE6nk6cVgkyn IPA -1-5-0 3-8-10 7-0-2 1-5-0 3-8-10 3-3-8 Dead Load Defl. = 3/16 in 3x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell . L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.14 4-8 >607 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.27 4-8 >312 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) ' 0.01 2 n/a n/a BCDL 10-0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 210/Mechanical 2 = 433/0-10-15 (min.0-1-8) 4 = 102/Mechanical Max Horz 2 = 161(LC 4) Max Uplift 3 = -127(LC 8) 2 = -183(LC 4) Max Grav 3 = 210(LC 1) 2 = 433(LC 1) 4 = 135(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 3 and 183 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 19 lb up at 1-4-9, 85 lb down and 19 lb up at 1-4-9, and 53 lb down and 54 lb up at 4-2-8, and 53 lb down and 54 lb up at 4-2-8 on top chord, and 18 lb down and 7 lb up at 1-4-9, 18 lb down and 7 lb up at 1-4-9, and 22 lb down at 4-2-8, and 22 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated 'Loads (lb) Vert: 12=-17(F=-9, B=-9) d'eldq flenetl-nlgH.reaiextae'AlpC; nDSSS{'SEnft16EAax TEN&oNtiplisasuiA{'dLryt7 �A(AtlDB�•uuYEArins. Tn4EniPf9®d!n-dad-dn awl TIn3 DP1�-DITYAII{nFj'Id Ir1 A!�HJE,t•�a,rl,u.m�!a;euklt,5:!es:. udlSSFRt!v15t Slpd IF.1Ie IDD,WE( iA/TEtttltMtrr!E.`aS iadl"Il!dhilLMilierdt As - Tall OnntE-�IS[!�2.$aC.ldlr EappY;.14l adnnr TODrelnsedsunnrasa td ne maleSlitldtRtE`;itrlt3/ti11NIDr b'11t IK 1<illt SYltlrt!SL?r0!A tt�fl(ID ail,ldttafFE, TIM f!SipaxlmNu ,ltdm7utdnxs.smdary Anthony. Tom6o III, P.E. rS-5e11C1Tss`r ley hillin is tnrnin Uhly dWhvr. NOrs/s aivd,;alrlk, Will D!siltv,alkn-fal All, Kailr,altse hillla:i3+, all ad MI.let{jnti tsl4t IDDaal n. Atll netih!Tnix bDtonFal'u7,s'cge,i!st!116u-ulErni+, siilS:3 ha rt!kacy �7rd y ' Re tatiD A] as SdalVl*1DD ni In rlatiuuaipitlam,fil!k1la?(eeFaedsd!rylshmdtn{P(lt;pllisld El Inn! stUt-rd�!nef'x gnral a:Ane WE h9tt;3tl%F.Z' Tn mdsln!sif!Wmss D uplir. Tim, Dn{t bperml Tall u(t,^,E:Ir,R't1i '080083 -fn.lu lsh-dira4drm-ged-s-ehvdOglA dl ltrenl[+dtei TleLlssC+si�Eyitea is AOl ne 6aiAa30esigse,nTn:ssrz:z Esat IdmrS ilLq. ill gU,l4t. rm nem Adsd 1,Tlll. 4451 St. Lucie Blvd. Zt (optligMCUPi116A-ItoalTtussas-AnldonyT.Tom6aI11,P.E. Reprodultionoflhildncumettl,inoaytorm,isprohihhedwithAlnthe .rittenparmilsinnfiomA-IRcolTmslel-AntAonyLTemEaIll, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 72&5 HJ10 Diagonal Hip ;Girder 1 1 A0111923 Job Reference (optional) stun: a.z'lu s may its zuTo virm: es.z iu s 2-9-15 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:48 2018 Page 1 4LsyvEgf-U6gcwkfo2Jm1 o4ZFWpcgvdBOS6rLczwzmM3MAynlP9 v m A 5-1-9 9-10-1 5-1-9 4-8-7 Plate Offsets (X Y)— [2:0-1-1 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) -0.10 7-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.09 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44 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 5-8-15 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 165/Mechanical 2 = 509/0-10-15 (min.0-1-8) 5 = 302/Mechanical Max Horz 2 = 248(LC 4) Max Uplift 4 = -117(LC 4) 2 = -323(LC 4) 5 = -91(LC 8) Max Grav 4 = 165(LC 1) 2 = 620(LC 35) 5 = 350(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-867/167, 11-12=-809/190, 3-12=-745/185 BOT CHORD 2-14=-282/737, 14-15=-282/737, 7-15=-282/737, 7-16=-282/737, 6-16=-282/737 WEBS 3-6=-800/306, 3-7=0/278 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4),Refer to girder(s) for truss to truss connections. 5)'Provide mechanical connection (by others) of truss to,bearing plate capable of withstanding 117 lb uplift at joint 4, 323 lb uplift at joint 2 and 91 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 140 lb up at 1-4-9, 100 lb down and 140 lb up at 1-4-9, 110 lb down and 41 lb up at 4-2-8, 110 Ili down and 41 lb up at 4-2-8, and 89 lb down and 102 lb up at 7-0-7, and 89 lb down and 102 lb up at 7-0-7 on top chord, and 42 lb down and 99 lb up at 1-4-9. 42 lb down and 99 lb up at 1-4-9, 28 lb down and 3 lb up at 4-2-8, 28 lb down and 3 lb up at 4-2-8, and 47 lb down at 7-0-7, and 47 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=117(F=58, B=58) 13=-73(F=-37, B=-37) 14=109(F=54, B=54) 15=6(F=3, B=3) 16=-53(F=-27, B=-27) A9'ceirp PlantlaayNrrelia+tle'd T IDGE Il§SfrS I'iTllFlj, 6EA:IA: fEAeTS d (DAT,ADDSi (USTDNj.SiY7'j ICKACD: cuYEAi Ixs Tear hop Jameson rd!rd,An reW I:ns Drop he.iy(),D;ael Ih Wail. Tema ;, 1.E Itlaene kslEsae se. Udns dW.8, 9ddatkaTDD,-`? V.k"aemclos;h9ile raehr lkTODIrk,l!L Fs rirnsDesip lnaadlk s#tTrsL•p:lee ret1e TDDuI1,adernI. Anthony T. Tombo lll, P.E. al at 4 flos Tress It, uI Incite I, Or rnlostUgdtstOver, ae IT-r"rft've! pde lie ldifrl MIT.!,. Neaetedafar ITL!a ai ad tit kr W!fn ale ad MI. At ryynni d!h TOO ad a: We 'a ffie Trass. Wakg IrA-.1 r. hshVefix at kcq AD ne ep 0l nd E 80083 Ih1'QaA0rclaa!ad(ea:aaal. Armes scentutl2IDD rdlis peaces and pil9aes title hdfnlCrepaen Sahgiiraaean{e(SPpTlised S7lnrdStfAer.;elaeana4r paeal;Mner. lClre as�eneyeaipii:nesad u'esaflelnfr Desipn,Uess hspEapaeaeadlmsgm(r?.e!a,nxs 4451 St. Lucie Blvd. a':ledalniad Fyo(auW anedepabvmiq ly all prt:n lnefied.Three's Crop Ealiaen is NOT ce W4.1Ds.;aa,rtTms Sysem Teliarar c'©ya'dsgp All raAWndhznnaa fetetf aTTfl. Fort Pierce, FL 34946 (opyriRbf02D16A-IRoafhosses-AnlhoayT.TomboIII, P.E. Reprodudionofibis doeument,inany foren,isprobibhedwith con the rrinenpermission from A-IRoof Trasses- Anthony 7.Torah III, P.E. Job Truss Truss Type Qty Ply 72805 HJ10B Diagonal Hip Girder 2 1 AO111924 Job Reference o tional • Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:49 2018 Page 1 ID:BwD5y9u4J W GF4tOLERt4LsyvEgf-yl E_74gQpdzefyflpEKrN79PQrUh43?4CQ5cvdyn IP8 -1-5-0 5-1-9 9-10-1 1-5-0 5-1-9 4-8-7 Dead Load Defl. =1/8 in 3x4 = 1.5x4 11 3x4 = 5 Plate Offsets (X,Y)— r1:0-2-2 0-0-121 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 0.54 Vert(LL) 0.07 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.16 6-7 >741 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS, Weight: 43 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 .BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. 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. (lb/size) 4 = 166/Mechanical 2 = 608/0-10-15 (min. 0-1-8) 5 = 397/Mechanical Max Horz 2 = 211(LC 4) Max Uplift 4 = -115(LC 4) 2 = -233(LC 4) 5 = -110(LC 8) Max Grav 4 = 166(LC 1) 2 = 608(LC 1) 5 = 397(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-970/231, 12-13=-927/241, 3-13=-878/243 BOT CHORD 2-15=-351/874, 15-16=-351/874, 7-16=-351/874, 7-17=-351/874, 6-17=-351 /874 WEBS 3-6=-978/393,3-7=0/382 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 4, 233 lb uplift at joint 2 and 110 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 19 lb up at 1-4-9, 85 lb down and 19 lb up at 1-4-9, 53 lbdown and 54 lb up at 4-2-8, 53 lb down and 54 lb up at 4-2-8, and 94 lb down and 110 lb up at 7-0-7, and 94 lb down and 110 lb up at 7-0-7 on top chord, and 18 lb down and 7 lb up at 1-4-9, 18 lb down and 7 lb up at 1-4-9, 22 lb down at 4-2-8, 22 lb down at 4-2-8, and 44 lb down at 7-0-7, and 44 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-70, 5-9=-20 Concentrated Loads (lb) Vert: 14=-94(F=-47, B=-47) 16=-17(F=-9, B=9) 17=-77(F=-38, B=-38) IScury rient Ikmgklrrnieerse'f 117Cr 1i9izT('SELLFIi H1311EWSd(QF":ifIClisCIST7Mj:197j:.(Ii163:FiuNEtlrW.ie;Apseep ruradm �sl sr.7estn w!Ysl:ns 9esiphniaplff�u!!N 1As77. resuu',rE ednaeU�ke Zne. Cd�sNh!�ise sldN ra tlelCD,ra'p ®Trktitet,4rpic4ssW:'a menu lEelbueeniitIs, Tins Desip[ryas!(I!, Sseiu7r Deu!r),a: uAnnrTOCrepeseUs ee cm;iaadne rrafetslnd ee{x1n r.S,ntikllQf:sSe les�dnt sajtTn:s Frpil.4atlelWn!r,WerlYd.Tteinpnuagares.[.d.l,a6nm.s.ticHrry Anthony T. Tombo Ell, P.E. rduesltis lsntk uyiELLwis lk sespr!rbM, dCeOuaeL40rnise4 mtiNretc Helu!Gu 9nistsr,a Ms irdsddl>al eke':: asiiebr�Irt%sgvle u3flil. lesp�.isddtk l99 adnrM1ellnedMinns slsoq R-�' .sn:eie,inNlehra a9trerig sk4lMr:e re�ps9k::¢rf 80083 MrrY319esra?Idu'New.INittsstlonklM111Dpllkrpio]aesalpil9u:sd0!MI&q(apwenSderyltmma;t[S¢pNistN4p14OSI!Aererd—dt,p—lpl—TFrlfe5ns3ernpas:ilansaGa>Sd4.1.nsCetlprr,l:ns9espa}n:rrmsTusskruLh�er,dess 4451 St. Lucie Blvd. F2iMu ld;rNlTo6trd epedspse it"iydl pats lsi lus. lkeTins ksia(apuxr is MCI Its 14i7ar 9nipset, rthns Srs±ea Eyirser dmpSrAfiag. AOt�.iaN 4;m neas ednNialPll. (aphighl02016A-]foolisusses-AmbonyUmaboIll, P1Reproduai000fthisdommem,inany form, ispiabibiledwithout the writleopermission from A -I Roof Tmsses-WhonyLTomto111,P.E. Fort Pierce, FL 34946 Job Truss Truss Type I Qty Ply 72905 HJ10P Diagonal Hip;Girder 1 1 A0111925 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu 1-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 7-10 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.09 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 165/Mechanical 2 = 509/0-10-15 (min. 0-1-8) 5 = 302/Mechanical Max Horz 2 = 248(LC 4) Max Uplift 4 = -119(LC 4) 2 = -412(LC 4) 5 = -234(LC 5) Max Grav 4 = 165(LC 1) 2 = 576(LC 35) 5 = 314(LC 35) FORCES. (lb) Max- Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-745/384, 11-12=-702/413, 3-12=-659/414 BOT CHORD 2-14=-480/641, 14-15=-480/641, 7-15=-480/641, 7-16=480/641, 6-16=-480/641 WEBS 3-6=-696/521 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat'. II; Exp C; 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); Provide mechanical connection (by others) of truss to: bearing plate capable of withstanding 119 lb uplift at joint 4, 412 lb uplift at joint 2 and 234 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 140 lb up at 1-4-9, 100 lb down and 140 lb up at 1-4-9, 46 lb down and 41 lb up at 4-2-8, 46 lb down and 41 lb up at 4-2-8, and 89 lb down and 102 Ib up at 7-0-7, and 89 lb down and 102 lb up at 7-0-7 on top chord, and 90 lb down and 99 lb up at 1-4-9, 90 lb down and 99 lb up at 1-4-9, 63 lb down and 44 lb up at 4-2-8, 63 Ib down and 44 lb up at 4-2-8, and 95 lb down at 7-0-7, and 95 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard .1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=125 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=117(F=58, B=58) 13=-73(F=-37, B=-37) 14=109(F=54, B=54)15=6(F=3, B=3) 16=-53(F=27, B=-27) 16 11:43:50 2018 Page 1 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 10% scary. nnteticnrlFlrtt,inrt7e'a I1DG. ODSSeS('i[t1a� 61R9di IEtNS d [!!eGTIC9S (DS1DN`�31771!(CdDD'.fuidEei bra To* hop latatlm onlr ,O adn n l;isl:ns Dn o finiayERSt, rd da 16.11. Terhip" 11Iff— S "I W... tse. Me,.11-he dde1.0eT1111,41 dJie'K."tjdesshdet_ sselfir WID 13 knI.1.Aso' oss De[phooeffile,5s00jfglwrt;thseiln oeyTDD neresedsae M'1w 01W lnfnandenserulnsrynll1n13s ae lKyed tt s:geTrns dey61el wleTDDsil,We, iiH. The hipos-p.n. Itdslmdnns. Weida? Anthony T. Totllbo III, P.E. rd esedhis insskt ny tdllite it lk resptsiFtlATdFa OxteetieOruis oat a±rE epdrllt kilfte Desipe?,mCZ SeWrtdlie lC,e?id:setlehdlx':inah.1KI.Thr., dOODDnl n.tietd uedtuTrms,ade6rsFaa:;ry.s3:rye,inhDdiu nl lnr'xdsSds:tf.mµ�s i:!:i(d 580083 ' Ut t'.*.!!a)Dts{x•ed 4a;tem. dl nTssdulatt m.,I!ur,W.S dpiltln?Sdt1?IFIt.l�c;{ msetgwi.mh.xi¢piltstni EyiMe,ISEGmnlneme1t pern!aanr lF}l et5ns4?eti(MS'la�hei l�fb?sd�?7!eSS DttIptY,T!nfDlSQt.1�i�?t,�f TRSS MPrdRTIN,ntei 4451 St. Lucie Blvd. StenWlrfael ipobd•td aped eNr it wniDel it dlddhn is++s?red.lYe loss CtYa:ry:eeeris qCl �S 6a:dstttslyaer,nT:ns SyCem iryneerdaj Oxil4ay i11 Sry:,daNteros trees definelh RTl. For[ Pierce, FL 34946 EopyrightC42016AdRocMusses-Ambonyl.Tomba111,P.E. P.ep!nduaionefthisdoPromm,inonyfum,isprobibiudwithnmthewritlenpermissionfromA-IRoofTrusses-Anthony1.TomhoIII,P.E. Job Truss Truss Type Qty Ply , 72805 J5 Jack -Open 3 1 A0111927 Job Reference (optional) rveay !o cu to 1-nne: 8.210 s May is Zulu Mi 1 ek industries, Inc. Thu Aug 16 11:43:50 2018 Pagel ID: BwD5y9u4JWGF4tOLERt4LsyvEgf-QVoM LQh2aw5VH5EyNxr4vKib2FsWpbsDQ4rAR3ynI P7 1-0-0 5-0-0 1-0-0 5-0-0 2x4 = Offsets LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 0.06 4-8 >977 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 4-8 >867 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 147/Mechanical 2 = 306/0-8-0 (min.0-1-8) 4 = 67/Mechanical Max Horz 2 = 145(LC 12) Max Uplift 3 = -102(LC 12) 2 = -79(LC 12) Max Grav 3 = 147(LC 1) 2 = 306(LC 1) 4 = 94(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 79 lb uplift at joint 2. LOAD CASE(S) Standard 6uury�Neut4n>�J}Ie!itRile'6.11-0CFnSSS�SfSEttE[j, 6tlil; iEeNS1tQFCifiL5f(3SIDNj it79';t(XIIOS�iYEMi'61a ➢e%I }tup intatitls wdlrellNtsets.Ims9es+fim,iyttt4;tdlhlAni7.TcabtC',IEetlnutYts!;s4rt est. 0dns glvise timltatlt lDD,w} DlTeiutg911:1ksslsi'e lseldtaf iYJla de NiL htimtDeup ttfree{L,sxatDsstpret:;:ets:dn�toD lepesMstemts ;t tine ptt:int+d eq ttaee rslnvinaltt;i>•Its:cntimsz�t Tnssfy�t}tene mo ay,tan s?rt. a> ps testap�tm,ltra: ntanu3. smtulrt Anthony T. Tombo 111, P.E. G,a11t111`i'31'Rt�i'ell1-!Le} I' He It3}NJbIq If t DttiCdt D-/llf tl`S' a.'-11i104ire Desi}eer,ul5e tnmfla, Ktie It" ulike I'd ix'inWe'd MI 75,4!"e. dtee tDDdn.fiel}Isedei TltiLA'IeSR1�'v}Cf:tlt, ilfill�tt p}ettt Cl31�i19IY lt!I.YS:dv:h tl � 80(J83 ' AlW.7Desi...WRotis!.tDutstna!itteND1>tfxlt�rttta} e'3usIllepdggneiw�atSl/et}!iS+ntnu(I[ff,�ItNieleik}T71oilSlUutrAn:a}Mpmlphw2rtlG.iut4emFta.i}resat}erne'ftLmDeoptelessDriptu}iznallrzs.�.mmat�er,a!tss .;451St.Luciefiled. sxcme}htlyo�saaeyr}�.tm.m,llldlprH!eteineintsea�E53i1enslDicttz}��Dsg,ttiusstraiyilete©Jl.0 auop a}tt:oslrza}�edltnll. fort Pi St.Lucirce, I'L Blvd. (opyTi1hI0�r2016A-iloaf Trusses -AmbonyT.TomboIII, P.E. Eeprodmti000ffbisdomme!A,inany form, isprohihiiedwitheNthe written permissionhorn A-18eofTrcues-ActhonyLTomboIII, P.E. Job r' Truss Truss Type Qty Ply 72905 J7 Jack -Open I 2 1 A0111928 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:51 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-uhMkYmigKEDMuFpBxfMJSYFImf9RY26NfkajzVyn IP6 2-0-0 7-0-0 2-0-0 7-0-0 Dead Load Defl. = 1/8 in T In A LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 >510 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 4-7 >360 240 BCLL 0.0 Rep Stress Incr YES WB -0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 207/Mechanical 2 = 478/0-8-0 (min.0-1-8) 4 = 83/Mechanical Max Horz 2 = 215(LC 12) Max Uplift 3 = -145(LC 12) 2 = -133(LC 12) Max Grav 3 = 207(LC 1) 2 = 478(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 133 lb uplift at joint 2. LOAD CASE(S) Standard i 6ntl.1-Fleuedtn19!"o"N"A-1loci W10jifln Gfg3A( I1W A(clMENS ommrhia-lum -A Ins.Vcrykop poe19ta W MASles ar NTTrealDes'FxD,M4(T(I.v#fit leguyl, Imit P,p.L telnme sltel mreut. MIS atlenise sMei e!8e TDD,My AUTeznretms p!tbs tlili!udits deTDDla eeetul. ASt1— De:iyr fgattt(ie,Spe al hcirn!,P!udat atyToo sepresMset"'noteuta prdsslnd eeg;etltlag rzsloaalDeyb-a,dK.V,,'INsa,eTnss t!ptl s,fit ran uly,uterTMI.14 lisp nsmyails. bdngmymns, 01*11,y Anthony T. Tornbo 1I1, P.E. rl eted4isfrs4s esy tplt eg ltthe rztpw!b!ilfdux 7titn, @e 0-sutyatde W0etpling Oesgrnr,mta sxhitdla ltLdt6(al0t b0i.T a-i l6llt e{yrnefdbt@D WAS.?hN.1,AlaTnst.W'dity As6"ag. smys WUIMaa uttni*...IS> Ifa re!paki._h11 E80083 ' tle Fiing DestulQa:rna•.lfnnsseawsinelDD calla psaltta®ly+it�rsdsl!Gdfy(aspww Sdery l»;nEnaa7(Y!psNisfxfky T?IMSAU n!Maesel5t gnm!,a.Ams.TFrl h5ns4!mpea SJ:Aes nt E+:+.ndt!Irns Desiyetr,l ns Desgvfnpa!meas fuss Naula!snu,axss 4451 St. Lucie Blvd. RtMte lsfndtyofeaf:tsl a;�ed egeabweiliq lydlpm:tsirn•?aei lAefnss Ceslmfgeuslt ACT.etulagDttiyaer,rtTnst sps!!x nyiaxr r>">oyA+d$ay. Alleq tiadt:os nemddaN laRtl' Fort Pierce, FL 34946 Eopysighl02016A-Ilodbusses-Ambany1.Tomb Ill, P.E. Eeprndutlinooys6isdui menl,iaooylorm,isprofihBedwitM1cutthewtitleuparmissienfiemA-I Run(Trusses-AothnnyT.Tomb Ill, P.E. Job Truss Truss Type qty Ply At 72805 RA Jack -Open j 5 1 A0111929 Job Reference (optional)s 1.5 jHun: 8.2 lu s may l8 zui8 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:52 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-Ntw6m5il5YLDW POKUMtY71nvr3TOHULWuOKGVyynIP5 -1-0-0 7-0-0 1-0-0 7-0-0 3x4 = Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.20 4-8 >406 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.24 4-8 >345 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 25 lb FT =10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. MiTek recommends that Stabilizers and requi7in cross bracing be installed during truss erectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 215/Mechanical 2 = 393/0-8-0 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 195(LC 12) Max Uplift 3 = -149(LC 12) 2 = -95(LC 12) Max Grav 3 = 215(LC 1) 2 = 393(LC 1) 4 = 131(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 95 lb uplift at joint 2. LOAD CASE(S) Standard &wiry qusetsneryyrrnir h%l IDC: fins5f'AuEn OE1m Tim B(Q1crisaslaiSSIT;1(CMEIunaFai1..T"4lekp lweadrn udrrJeg?s N latlmf i1,0 D- [TEV;;dralakarT. Tom9aF>ELletereae t!?ei 4Are- Od?ss d-g, sides rei'TDD'..r alieicortemr Fits sS9;:a r;el4rae lhtla k.dil. is elms aesrye Eriar{u,sTecix7r Fscu?;;,d? ua neglDD «Frn?ds a pa:e dlle rrd?ulnd er{bt:�rp r?yndNlatbrlar lH:psi Ce Sr,telnss L+?d!I lthe laPplf.l3ltf P'L1. R14?S':jiRltat11r65.I1FG:F1(tICnBBs. SellPllltlf rdrsedti@5Imsfi?MW4isr. reslmuft dNaamlh 0-ise�tr-?l'd.-ik lalf1Dtinr,a�.e;ed?e dtu aLSa d;.1 tit b(d Wf'q ndp nl M. veidrte iDOdmadl esedh?Tnss.lodrea lei" :a� Anthony T. Tombo III, P.E. Zt ryF ryF,ieSlradliendlfefilndeaLa?ujenta'hlE <-80083 ae 1;r:[tgges;u: rti Qre[e?. !g ayes setad a tk 1DD M in 1rMasws}.ildn?s du? GaLgtsap;eal Sdrq Ia4msuuR(1D1rllisksD Elill nA S1(A nerdssntuafi g<nml pdnr_ IIN k5w?lnusTsas.!aies ¢! ��s d4:Uess Petlarn,l:sns 0ecp iemeerpi Tnss aisde:u�ey u:ess '� e3?:-du ldier{i)otMsd e�eel speuvriaryit dlrMts atehel thl.ss[vip himeerir NETt;elAdag6etgm, orTm, sld?a 6lim-f. yWkl. IDr:J:tda:dk:os wemdduelu11E1. 4451 St. Lucie Blvd. (ophighi02D16A-]foethusses-AmhooyLTombsIII,P.I. Eeproduoi000fthisdommeni,inany form, ispiabibitedwithcNrho wriaeop[missionfrom V Roof Trasses-AnthonYLTomb 11,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 72905 HP JACK -OPEN' 12 1 A0111930 Job Reference (optional) I Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:53 2018 Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-r3TVzRjwsrU48ZzX24OnXzK_nTrtOxbg723g2OynIP4 -2-0-0 7-0-0 � 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.96 Vert(LL) 0.17 4-6 >476 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 !BC 0.62 Vert(CT) 0.15 4-6 >548 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 32 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 182/Mechanical 2 = 479/0-8-0 (min.0-1-8) 4 = 109/Mechanical Max Horz 2 = 215(LC 12) Max Uplift 3 = -132(LC 12) 2 = -183(LC 9) 4 = -104(LC 9) Max Grav 3 = 182(LC 1) 2 = 479(LC 1) 4 = 149(LC 3) 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3, 183 lb uplift at joint 2 and 104 lb uplift at joint 4. LOAD CASE(S) Standard FORCES. (Ib) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; 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. 8adry flenetlusgNTresiexfk'411OGEfI SFSi'SFLLEI'16FG1Ol IEU1S8[GF;dIIGXSfiSi7N{#'Pry';i(rXC6iEHiYFXi lair Y,-4 mile tmrodrn rid noississutf;Tins ttrrp,9rnisl(TIV, rd IN16.11, I'll, 5411, tdir-sk.1 Ff ress. Od!" alt+is, sfsld retleTUO,m} viiekmrtemrli!rs sldi:!aselLrltxlOD is le rdd. As. Tins OnlP[sow (Ii, 5'.1 bdterr;.osudrr rryTOO rer.sts rn ps r—ol0, lraf:sslardrry'seehnaslssiliferhrHe Imp dIN Oreinss E!pasl renrlCD ary,rJuVIlI. 1M dss!Iamvnpirn,Ir�ztorknxs, sraeliiq Anthony T. Tombo II1, P.E. ci nedtl�sL ssStssl lsellispitln rnps!ildiOdlkD.ur. XrOmis eAkuirdre9 s; Ikld:f IDesiRer,mM:e ndssl sf lSr lRf,•Se ldF mdtn 6td km'fq nle sa3 r�rl. lle ryprse': eIlk, IDD rd m AeunedtirTnn. sod,&!isF. nirye, inliflAerd Irwrtsken h Hsrr!imialtrd 580083 I RrrlapOrsgx�rdQ rVd�.AllrsTssdcil.ftWho!1wlrSnesmdPil!Imrsrltlstnllill6;r.ealSderytrnnms,IllflrNisW4T?IeaISHAutMvsxedrnPrm!pdnetWT(dR;-itast—Musm3OrreteTinsDuper;linsInipDpseratTinsXaslf:a=er,arss 4451 St. Lucie Blvd. denitrl[Gsd lroGA:Meneedepr®wriliq lldllsr,.n ind!e1 Thorns Cost Faimi is X0T:1 tAJA,lOngser,srloss STstre Egrseer dtnyli,Mp. OD s.I'dadttos rtees ddadhlrl1. Fort Pierce, Fl- 34946 EaplrigM m 2O16 A -I Roof posses-AnibooyT.Tombo III, P.E. Bepro6atlioo of this dniumem, in aoyfosm, is prohibited without the written pzemission fiom A -I P.voETtusses - AXthomi.Tom6o III, P.E. Job Truss Truss Type city Ply 72805 VM02 Valley 1 1 119 A-0131 Job Reference o tional `t a 0 ,Run: 8.2iu s May Ta zules runt: 8.zlu s May 18 ZU18 MITek Industries, Inc. Thu Aug 16 11:43:54 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-JG1 tAhkZd9cxljYjcnwO4AtOgsKUIOrpLipNagynlP3 r 2-0-0 2-0-0 2x4 6.00 12 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. 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. (lb/size) 1 = 62/1-11-8 (min. 0-1-8) 2 = 48/1-11-8 (min.0-1-8) 3 = 14/1-11-8 (min. 0-1-8) Max Horz 1 = 35(LC 12) Max Uplift 1 = -12(LC 12) 2 = -36(LC 12) Max Grav 1 = 62(LC 1) 2 = 48(LC 1) 3 = 27(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `'This truss has been designed for a live load of 20.Opsf on the -bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 12 lb uplift at joint 1 and 36 lb uplift at joint 2. LOAD CASE(S) Standard duup-r:NieufCgl�JIwo At'1;413r'SSS[Sflfff+x9M!. IM t r44Q1gMi WOUnWit)M Y110RArbm.rmhks.,vwn:resub"I i4tsn Uims hair fri.i:j Al;e.�!I.Tia'rp_u.r€`ereit!SlettiFtittne. ices B'it?'�ist sYNwRaIAD, i!1? W�t1t�eNTipa sb3h ,ettmtvi nki�,i itiTmiAt pryaeer{itSKrirtrcra#:uaj:Res!Eueq l:Jrtirts�!mextihtttAl§!�de!c tameer as?sas:ihMYa diupda!sri?himi)�r'!leatleT:7td., ttlK lrLL ru!!si¢esua ca5,fwr�;n:5w;; se:.v;!ih Anthony T. Tornbo III, P.E. Z!cis:!Atdttmstue?tai',.a7ii„!mr,.,d6e Carr hr Gsw'si4:trzei,wtsrA!diag �..,-w.,<ii 6i rscrrr.'gS,B!Qi�'�iicel pol:e2i e:f iNLt1!ryrmat•a,T9ietery6!Ut;!uei ins,azadrq. srn re,ms:Nnad krr,l s4!il ila!ntri!siiil7 »' 80083 ' nitalTitt[nsirtrwitgrnr. iAVs W.4nae77 vECx Fcseeves nirsh:x!sdRrtarGe7 C¢nimmSkt Mxac.oa SApY a!ti?;itW SKAe!sCeruMkrurd y�iiwi. Pn W.a'i srp!srs:Eisod 14.W%fnlas:pr., iris hop 5p. mi TM, mankdre"m'Ss rw!iwsrdaarn;e[aaxi ed ? rcm rr!: w 9' p_ f 4451 St. Lucie Blvd. E 'A gttq.' ksi smtkti.iGTrisstty Rt!!64Jifi!rnli Ms' o,e:nnsf?51:NEPq-0twel9 ltii i':umia!iinuasmesitruriaiflt. - Fort Pierce, FL 34946 (apysighf02016A-1 Rout kasses-Aathony1.Inch Ill, P-E, teprodurtionefINSdcmment,inanyfarm, ispmbibitedwithuutlhewritttapermissienfrom A-1tool lsosses-AnthanyT.lombeIII, P.E, Job Truss Truss Type Qty Ply I A0111932 72805 VM02A Valley 1 1 Job Reference (optional) V a 0 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Thu Aug 16 11:43:54 2018 Page 1 ID: BwD5y9u4J W GF4tOLERt4LsyvEgf-JG 1 tAnkZd9cxljYjcnw04AtN PsKllOrpLipNagynlP3 2x4 i 2-4-0 2-4-0 �— rn LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc puriins. 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 = 77/2-3-8 (min.0-1-8) 2 = 60/2-3-8 (min.0-1-8) 3 = 17/2-3-8 (min.0-1-8) Max Horz 1 = 43(LC 12) Max Uplift 1 = -15(LC 12) 2 = -45(LC 12) Max Grav 1 = 77(LC 1) 2 = 60(LC 1) 3 = 34(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wherea rectangle 3-6-0 tall by 2-0-0 wide Will fit. between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 45 lb uplift at joint 2. LOAD CASE(S) Standard Rn�7-nuu @ntejdr mi:. C+'t� ICCrTIdiSES; 5:(EP H3EIlE l:ilEi t (-0A[IIl'iXj (S1tCM;'IU!FI"tRSCfE[05.4'tRr Era rndy!!pa rireattas uitn! stirs k Mit toss Desys [srsirf� 0I�laS a:4°im(r.ta_nkl!t P.. t=,keeu Sset1 sefnrrs!. CEest a�nsiu s2EN eat TEC,uIr blTet l."ri!dEtjitttsskEte C',pd Eif>i•IC-hTl145t. t39 tRif 11K1 E3�ltf{IL,Sr+f£!rr2r 3!N'y Mf tl4'Nfiy fy'vees 3:!uhs'.. a 4't r.d ma In60$top+II!! SAtll Tins t:pgtathtnnlr'W{ Ito. t3!bsip'sm).- t-iut�;tf.�'.iK:; fF-"'k..-'ih Anthony T. Tombo lli, P.E. sFertkpi; Tnsshr@r r?; lagit i•ftspns>;g 2,ctCm!,t O:es%sr,;Snzds,ta lydrb�:d:q:af:�'r,hf+e!tw r;e'IEe RL ISslt.sxdi<e lnrl pi;ial:sdi mltrya. ifsnpnsl s! 1DD ed m}DeU neAth ims, urt xT irJliir.sMrTe.uta e`nadkni s4eR gene irpatgil'td 480083 hr hldor Msiper Al setednr>ePCWtit F'Cutnlgeda:.nsa'!Sfrt.!f"En MasA:t}Merst::aa{T.SIi�i:srN I!InrIS&I ere ru—WIn.gwt..fpi.,INI1'.nh,letTa+:ibl.:.ts MI I*d0NT.wI CUM, In. Cmp(egeee!aeFnuNaA+tzn, wEnt 4451 SC, Lucie Blvd. • etlnesr9erridAre(leh loT!!H rrseit n=y it 0Mi!s imd!tt. N Tmt Duip Eryeteis Of In 1041Nsi;n6e Tins Splm fq'vritorpilrnr. A° u}iMid l"Sms 96w# Mill 1. Fott Pierce, FL 34946 (epyiighlQ2R16A-1Roof Trusses -Antbaoy1.Tombeill,P.F. Repiedurlion of this domment, in any form, is pichiblied withoul the witien permission from A -I Roof Trusses - Whist I. Towbo III, P.E I Job Truss Truss Type Qty Ply 72805 VM03 Valley 1 1 A0111933 Job Reference (optional)K' Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Thu Aug 16 11:43:55 2018: Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-nSbFO71BOTkoNt7v9VRFcOPW WGfRUr5yaMYw6Gyn IP2 3-7-3 3-7-3 2x4 LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P , Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 134/3-6-11 (min. 0-1-8) 2 = 104/3-6-11 (min. 0-1-8) 3 = 30/3-6-11 (min.0-1-8) Max Horz 1 = 75(LC 12) Max Uplift 1 = -26(LC 12) 2 = -78(LC 12) Max Grav 1 = 134(LC 1) 2 = 104(LC 1) 3 = 59(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed, for a live load of 20.Opsf on the,bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0.wide will fit Between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate'capable of withstanding 26 lb uplift at joint 1 and 78 lb uplift at joint 2. LOAD CASE(S) Standard Yvrt��ryeose5nas}il!«rka@r'1ru9t Ir0SSfS('S`�E'.Ci.eSt:tAt lrt4it(9Yp:7:jXi(G>lCN;'tU!Fi"d(rUvl(fOtYt(1'4:a rx;h,!?emtreierusal«sdufes[sMis'msGesgs[rrrmr(Dptesi b!e£!tmr i.t!aMIP:,P:.t;fereu!Stegida«ssl. �;e;s a�r..ist s!t!e!a#TDQ, uIr NiTrR:raaratSnes sta:ue.skhr5:tb;hk!rfit. Ssorots res:ca araerr;i:.Sp n(a vnf; ke seduegl �«Kes�amventnudrhe i'desizx>Ee ya!ncg «spas=. bier ice, �siTed�e s'r�yls(«.;A.ti^eaea Sei§T sefr,!v!a(rFS. Ite desgeessea>`eas,!m7ir3:tt.:,eEs:s�u2:9ry Anthony. Tornto Ill P.E. 'ese.uAtrys inssl!r asrra�SapisC!npcvi•sryct6r Qsxy 6s pssc's n7lri set qms., "fart ks,-rx n 6"wir, 0nv«lth 11" 14 ladTilinT;td!ci�7W Tksppsral n+rl nt of k1tarON Toss, is,W3;.Wq spiry! its!kh A lzri,; slag e!A!«;7asuilst d Y , ZEnsled!«rPstiperail veha6r. tllxtesiefeac;i:7 1aadzpreaesedr'=e"essdtE.Ea:Era(cs>usetSCstshtaaa�o(S'.Bipvtsletl?ryrr3Sr(Aaetiaesn!!nxcdpilwe. Pill asnml'd!Nl7i'(s' 80083 s6miu ti!mtNe(aLat d «._� R s 4451 St. Lucie Blvd. n!' °r«� �d.P t�sirnhd.itiiossgesi �:i,>4Q':6rt1t«pri v.aTrn!s;ste«E=:xx.lenlaa.;r 7agsd!r: Fo�Pierce,Fl 34946 ,(apy7igM'.q>..'1Q1b A-T Raal trusses •Anlbunyt. Fomba lit, P.E. Riprodunian of this dcmment, in any foam, is prohibited without the written permission from Ad Roof Trusses- Anthony LTomba ill, P.E. Job e Truss Truss Type Qty Ply A0111934 72$05 VM04 Valley 1 1 Job Reference (optional) 4 a 0 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:55 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-nSbFO71BOTkoNt7v9VRFcOPVoGf7Ur5yaMYw6Gynl P2 4-0-0 4-0-0 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.29 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 I WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. i 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 = 145/3-11-8 (min. 0-1-8) 3 = 145/3-11-8 (min. 0-1-8) Max Horz 1 = 81(LC 12) Max Uplift 1 = -28(LC 12) 3 = -69(LC 12) Max Grav 1 = 145(LC 1) 3 = 145(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 69 lb uplift at joint 3. Yaw+l•Pnu N.PP}SFF!y4a P.:'S; t%7iRU`SFS[S`�T F.NiUt liii!S t:6NM0tli:tl'iFCY�[Nfl jS(tlN7N1FD'eu:'NTfera rad!Nr;�gsyxfaett!slairrvN Ptes P Ris rPss Irsip [fl.irr OGlsf 2 ee;inf T.1laSf B;ti.l'eevl9eef {tMlne. Cs:es f'Sd.ise s't:e6:a Yt ID, nlr WTetla+ehr Flnls sYp kf re!!wr!!1[lhke rCii 11SIMS Dmia ajweer{i.e.,igles: r-V-4meW"M r9upwsS!aorr—'i6F!0erina+r 6.up dvsnlh Tms h164.5e1'i C Pier iPN. IS,- fail, ls!rsf' n; 4rfaravCyeE!, wni-hn Anthony T. Tombo III, P.E. Plr;1 A h3.; Ims IS, car W'Ien lw"'lt;rto5 "fi}ti1C(�C, 61D�M'lPI:4l ItiirlllrtfilGFfi GI;!^�!%It(3t l6ftli[11kf INI,fiIR(LPd StIriII PIIS!Jj!ELIfli PI I.T)lgpml Ott V-)WPIWtl,Artf fmslblldY4iLllq!liar,(.C''��e!n[G�,Ll;ildj lSlll11 A!(I;FASI:II:'i Pf. ?80083 ' 6!17£uSWriperalGrnrw,ilf�aau;lanalTry rx7eFr nPlgers:sd+Elle'tz7(aipltlSel851dliaxm{T;SI?r tvli.;rle:lSGlae;rtanrtl5rrrnllrnilna MSlllm±rfi!!l;Fzu asad I'm dti!Iml rccre,I".eesysrepllrnrrm;4451 St. Lucie Blvd. mrrY!u leSwN ky a (PNr,I rpld rpe& �kFF ymtifl6nhfA i2iLlu Defip Erb !<: ile9F fi! Nrilliry OnlpP.l: iP;s S!;ten EriPu dfnk:JCq_ liryi;M �a, ere P ilfieri it iel. Fort Pierce, fl 34946 (opyrlg6t02016A-1goof frusses-Ardbonyl.fcmbollLP.E Repicdonionoflbiidaumenl,inany fmm,ispla6ibiledwhiner The w;fienpelmissionfmmA-1 Roof flesses-Aoi6ccy1.fambo111,P.E. Job Truss 72805 IVM04A 1 0 s May 18 2018 Print: 8.210 s May 18 4-4-0 4-4-0 2 3 2x4 7;�- 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-4-0 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) 1 = 160/4-3-8 (min.0-1-8) 3 = 160/4-3-8 (min.0-1-8) Max Horz 1 = 89(LC 12) Max Uplift 1 = -31(LC 12) 3 = -76(LC 12) Max Grav 1 = 160(LC 1) 3 = 160(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift:at.joint 1 and 76 lb uplift at joint 3, Aj)111935 Inc. Thu Aug 16 11:43:56 2018 Page 1 msf?Oi5jCyU9byfSg_wDIL6p01UeivnlP 1 PLATES GRIP MT20 2441190 Weight: 15 lb FT = 10% ZEk'unaq-Pwie;itsetiy ntx.Me'1 l6J{SIpSSFS rSp�t+:i'S.=@[Ul1FtUit:-0Np!ttGeS tGACMR!Ptt".t(C1GYtE05Yi1T{rro,7u�.ltual{rtaurl hdfeidwftsukis?(ns Gtstp Gnieq OWW:xte;bil i.Iish IILU. NVest•.SWIittaetut. Cz•e:: etalt.ist fYe9tntDtTcp,id,. biTetlinetRt iUts sFe!i it WMWO Is held is t Ias1,is:w.yaeupe Shea=!Enq LHefetlw�iJu>'eltsswiss,toait� {itnt tqutuz�resµss'kthh(isbti3t it siighTlrt iryradw�tl twir, tidzr RI I. St levtiestasy aa; ttatnt wi, 1€!(4:bn ��OnYT.TO . eitt. ttlslwstltlttEE...fq:s�t"fyws3, sfbtprq,Aiv:iustttlef eitSelu'ttlt tgk;'pr,hWttaretrtltll(<thR(¢l�tlhdYti�L�3i tcrJiNl.Tatgpititel�l€)"i"pntl#neAdeiNigawlrrs}.M1tp.xz"ei" kniagstegItaeres}wsrsik?id ril(,'OIli, P.E. lWpt-.L?16E1F.SLR&ICOW" SMSIEi"6Sei(.�.SAS'+S�'ittCty jn jSl:t"t1f�Yti(t}i.'StN�iSti�669MPISS?49S Sit?F1i391giI:::11G'�tefitl tlik lhlt C'Fi:iit3,?tiS1 Ct'J3iFtjKt&wdiltil lSwSfiGRtt,?80083 tlttrF se h melhI f"5t9 sptel q" is etilirgty 0 wits hwfii: ittTins NSlp Eqm� is 015, kliq Msipa'0 ims S!sin Estistuil it; ttilfitq, Iil uJiliII14Irmsa, is d6d is IM. 4451 St. Lucie Blvd. topytigM0tplbA-1Roof imsses-/,clbonyltom6e111,P.E. Aeplcdutlionelllisdeivment,inany l¢tm,isplohihitedwifkaulThe ltllteapelmissiaelremA-1Roof lmsses-Anthuayl.ionsSnIII, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 72d'05 VM06 I Valley 2 1 A0111936 Job Reference o tional Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:56 2018 Page 1 ID:BwD5y9u4J WGF4tOLERt4LsyvEgf-Fe9dbTmp9msf?Oi5jCyU9byafgysDl L6p01UejynlPl 1.5x4 II 2 3 2x4 1.5x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 20 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 5-6-7 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 quide. REACTIONS. (lb/size) 1 = 214/5-5-15 (min. 0-1-8) 3 = 214/5-5-15 (min. 0-1-8) Max Horz 1 = 119(LC 12) Max Uplift 1 = -42(LC 12) 3 = -101(LC 12) Max Grav 1 = 214(LC 1) 3 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187/295 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; End., 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the .bottom chord and. any other members,. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 101 lb uplift at joint 3. LOAD CASE(S) Standard tSpay-N. abisfdt!114. ft'1; tcNTWISifl:n; 6: 111 FEW t aND.M11 tCi:LY^tNEt^t(PJ�L[DSYi1T h:a. rn�rdtc�agsne�ii ui+eti vnn ssdns'nu 6xsip&+.iy,�',DN-:aih:e�tT.GaS+LrilEeeeri Gertietnera. i�essc-'fe!xists Noeffit1�0; +elr Yinttwt[sr rints+ktDNcedlaklCDahst5i isoltns bew Enyinn{ie.fyee�ryfnyenb Ye seduep tt'J ityeseetmrnrmcear at pth+sseY etpaeag rdytm 4!:r,Mat YYydat tiyh Trrssigi;elaYelE9+d5e+la SP4l, Ikieslp n;aai'xm,hdry'ius;+:aa. Anthony T. Tombo Ill, P.E. ttk'aftl:imsln tryB gays rt:yns¥aytfrx Gmr., ru Qstti str6nieireNrtd:'6xxq ed, ,hhrtrc'eX6`II!IEi,Iks EIXalt!tlnellq;t uh e+llld. IC: npe+il:SGe7CO attullmddlLrss,heEeey 5a0aj_Yar:e,'ss;e"�^:w al krceirldeil Sa Ps trtas&il7d "80083 artdwrtaup<aosEtmxttr.sa�nnuftnexr�wGpnexnaltss�+sra`:EqrovixtdSdafhluataoEEEtggdlskfF,ifitaifEtlertrdxrcM3rseee;dseitrst.lft!>?rstir+;yaunif'retail¢mdht7:nste;:am,Fm:[<n�4gnaalinsstltxhGzer,mtets 4451 St. Lucie Blvd. tnavwfewl sya640'tdq"4.e.1itf.Witsa,tP:tt ita mss Desip r,.t:<a E�tgi at 161bg betpatr Lns Spit.1.;iaadu I016q. t]niihWeiIma, n ih i it 7% 1. Fort Plerce, FL 34946 (opyiigbt°2016A-1goofhasses-Aat6ony1.lombolll,P.E. Abpmdusti000ltbisdoramtntinonyinoo,ispiobibitedw86oullAeatinenpmmissionfwmA-]too]houses-Anlhonyt,tambolll,P.L Job Truss Truss Type city Ply 72805 VM06A Valley 1 1 Fi0111937 Job Reference (optional) 4 0 0 Rurt: o.L iu 5 may -ta zu Its rnnt: ts.zt u s may 'Its zuits mi I eK Industnes, Inc. Thu Aug 16 11:43:57 2018 Page 1 ID: BwD5y9u4J WGF4tOLERt4LsyvEgf-jd?ppmRw4_VcAGI HvTjipVha4FMylbF1 g11 B9ynlP0 6-4-0 6-4-0 1.5x4 II 2x4 i 3 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requi7in cross bracing be installed during truss erectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 250/6-3-8 (min.0-1-8) 3 = 250/6-3-8 (min.0-1-8) Max Horz 1 = 139(LC 12) Max Uplift 1 = -49(LC 12) 3 = -118(LC 12) Max Grav 1 = 250(LC 1) 3 = 250(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-215/336 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live.loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 Ib uplift at joint 1 and 118 lb uplift at joint 3. LOAD CASE(S) Standard Ynrq flee;tSnF:�tf wiFa Ce�7= ILJiStD;SBrS`::iry e!!tUtlEtkS E rCAO:'ir�tS CCS?LY;'tg!E!"-r[t;jrttEOEtktTtra. Pen¢k::pgstzttFr; ntre! xtet xtlistms 6raps L'esitp;;ptial9t ar:'eary T. rswH G.t:.lt`:nter, i§FnhtrrF ne. tYrsre�c-eisF sa'eradF P'D, atly giTttFet'zrplstn sh7 totse!larse lN'6le tstii Asetms esq Fitauryi.e SpFFcglr��n?, 2astE eamyti9rrytlrssmuatpt¢er!dt pdesszet asyatni4 nspmux1r61 gFksipdgt tiglF Trrst:pi..datel;&Fd?, m3FrlPst,lt. itsips nsny'sss .carat ae�as. te.!�*!6!. [Ft r:tt:!�irMt131 i'.!hJh:d (n E'SY•u ilht ow, 6, aw".4tn. dqui"b 6fi R" J, 1t 51 se'0 tdg Of, as ¢dtst I" W u4 at'RIL T% npil ObIN set nt U11 ast lit rrm, a," bana.slq rs; a. , aai:: ld Anthony T. Tombo l[T, P.E. Zt er t r 7 t �r'-a at r r nsrs4eg>eae,es>�s!til 80083 m taSal[:ti}tupsor!rx6r.ltain selMg3tT"9 vi dt poercn sd rt45ess a'bre?digGspastl5ftt Warxam¢;i!]ps!issttM iileNSliAmFGxesM 6t rve;dtriteFe R4flF!gst6eu;pssvt'd'tsct lnm die Ltss C.;�aFs,?ms hn�JgseFFMirnt tiscAmYer,?slns 4451 St. Lucie Blvd. FOgcsede etli;tlwLxl tyeN.peu.i'Sgtr ri pgtbiadnl.tet?F�tS Ot3isF EijiLf!.11>{5t 6t rAllitr Pt5irt1,4')SMS S!Sltq Eti:F4Yi Si M!tt�IGep;. {7 (SriMa 7atL!at qt es dilaelu;Fi. Fort Pierce, FL 34946 Repooduffirm al this document. in any form, is prohibited Without the written permission Item A-1 toot Trusses - Anthony T. Tombe III, P.f. a Job Truss Truss Type Qty Ply 72805 VM08 Valley 1 1 A0111938 Job Reference o tional O O Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Thu Aug 16 11:43:57 2018 Page 1 I D:BwD5y9u4J WGF4tOLERt4LsyvEgf-jq?ppmRw4_VcAGIHvTjipVr44JDyj7F1 g 11 B9ynIP0 8-4-0 8-4-0 2x4 G 5 1.5x4 II LOADING (pso SPACING- 2-M CSI. TCLL 20.0 Plate ,Grip DOL 1.25 TC 0.30 TCDL 15.0 Lumber DOL 1.25 BC 0.14 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 113/8-3-8 (min.0-1-8) 4 = 141/8-3-8 (min. 0-1-8) 5 = 426/8-3-8 (min.0-1-8) Max Horz 1 = 189(LC 12) Max Uplift 4 = -67(LC 12) 5 = -202(LC 12) Max Grav 1 = 113(LC 1) 4 = 141(LC 1) 5 = 426(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-349/154 WEBS 2-5=-349/532 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate, grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenf with any other live loads. 1.5x4 II 3 4 1.5x4 II DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a Weight: 33 lb FT = 10% 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 4 and 202 lb uplift at joint 5. LOAD CASE(S) Standard i 6trnal •Ramte sFF}!!tsur!a tit 'IT 167i RP$lES; SOC(rFr 7EUf iEl)di t ((ipffrlJY$ CGSiL11;"tV!Er" d:[Y7S.[054?5C'fi:A. iudrPtC.pxmNus ar IndtFlts!LikisSms BetyF [tFritg D@icd"�lF r.C!olt Cril6New! Btet4tlge tst Gt(tsl &'bexist tse:eE t9xe i.'�, etlr Nsitlt Nfw titles sEe:7k;ethrTt.7N'hktCii istlmt hsmEytseupt Sl s�hfrttN;, ht tff'uttlZr EiI1St•tieesmP.FeimU 0.1 K"Sr: S�FLt•lOf1!N6'jlt9�.94Ld!EN 4�etiirf li'Jl thth lli:i ltrl^..�H:�.tI:�Idr,Netl l!II, Eft jNIrFRfF# S,. h9ei�iCtoiFi f'�LSL�Ih Anthony T. Tombo III, P.E. etd Fstd NJ:tt'slFsttr W:ixlismn»:tLr.Ftr»Ccx,NtC.ttisnllFr:sdgt sti9elr-a�L4ttN.ittstiw'tne(@tllt.dt¢{LFdlEt lmel mlfq:tGml76S. TkrprrneS t!tl_O al of 6eN tse tlheims�m'a�p Aalfur. ilntpe hs:F't9Feted Fnn7 sie6 )L Ft;est�srcil7 t! «80083 ZtMtniial G!sigtr of Geanc� 14u'sultnuhti<�Mteprmsttl ratr2:s2ssftX#ISL#7ReN SFFd(WNxazt(rtiQpuksiei Y.;ft«l Aq NesfxnttlY!Ncsf lFiicu P4S l=+.ms5estspali0'=n edtaas tltlel:ns:F.gxN,Lns Cuvhr�teN M it's mmdtC v'.OFst 4451 St. Lucie Blvd. Fflers;e dt�dt; dFaS�te}rzttepxun ghe'�raAes hFthd. ltTnst Pesip Eyiet1u1 is�9i ht rd@br6nipN.e!hrss S!tteu EFaittNdttr W16.1. e'gUii:lMas.'s M.'t i,.Fi. Fort, Pierce, FL 34946 (0 1 hta�I016ATRoofTrusses-.hmhoIII,P,L fe lodunimsdf%dmmmtot,inanimm,is prohibited tsmissiacfromA-lfoolbosses-Aathma 1.ramto111,P,t. Pn9 AnthonyY P• t P P Y Job Truss Truss Type qty ply 72805 VM 10 Valley 1 1 A0111939 Job Reference o tional �• 2x4 nun. o.c i u s May to 2018 Print. 8.2i0 s May 1a 201t3 MI I ek Industries, Inc. Thu Aug 16 11:43:58 2018 Page 1 ID: BwD5y9u4JW GF4tOLERt4LsyvEgf-B1 HO09n3hO6M EKrUrdyE01 zEUeOhASPGKnbjbynlP? 10-2-8 10-2-8 1.5x4 II 1.5x4 II '3 4 1.5x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 154110-2-0 (min. 0-1-8) 4 = 180/10-2-0 (min.0-1-8) 5 = 514/10-2-0 (min.0-1-8) Max Horz 1 = 236(LC 12) Max Uplift 4 = -86(LC 12) 5 = -243(LC 12) Max Grav 1 = 154(LC 1) 4 = 180(LC 1) 5 = 514(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-392/166 WEBS 2-5=-401 /593 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;GC for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 4 and 243 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 41 lb FT = 10% 6htd'EstCst."att�!!'frttEe•1dIg)E71PiiE$nf;fay.t11;E!(i;eUj2(gM0><'i)Y$(hSi310�N- 1C(it7YlEg:Y:�1•`:t'4Ytl3,rditwysentxiswlnr!odesnNs?ttss6tsya6e.iq Og?sd'�t T.isast@L:.tderneiitfllttrctta•.Cusscha..istst�Kw;k1tD;atry wa=t Ewttt�Et udant nter i tselmsCe e�aerlie srerr3Ea m 6r•sdnaJtJnTt;rs®t �hrua tEfntzafea} n rzsra x:hhr bil7tdat nllt?msiyElmStt gsdr,nfarlLl.R Esiprs;eaD t a ::ro an Anthony T.Tomboil:, P.E. 43e.rultis 7rssbraq te:#ala'1';t pnzt;seffit Grq!,hr Dsanim:n tE t}nttr',rads�o-E r.p>•,n Gr rrs'ert: ds11Li1e t6(stl3rinel>7iYug,�e ¢d?II Ifetpmdd3el€tlfetsl &eh+;rddt ins; iu *� y4>etlh}if-ert.a,:t;�st a9 htaag shllu P. rt.pas&d'i t! ZtneE irargtfiyllftlt(elaaiif. iliNlrsfF11gfl3rTi?C1ilt(ttCArs nljtl2.£•.id11tE*.Ca(43eAttl SEtfft lt(t14e-p(TtS��)tit1tI YEiEI e:ISE(den;t'xentlkrurdpite<a fil damsSnuEarSt. ed It.in w,Dugw, hrn CtnpCtyrtetr mdfnatNao-hC.;•er,m'nt 4451 SC. Lucie Blvd. tllttsi;t MaxltEt[aSiJ gtef(.µs h.t xghespfrts 6.thtl. iNLns gnytFy=tnrir �9i fit EtilFn9 grsipa,e ifose SEsleaftE ttr, tfuEl+iKny. L7 tgihli,tf lt;sf atnldate it It r. (aPr;ighl02016A-1Root Gasses-Arlbanrl,Torah III, P.t. ReloodarlionatAisdatumtal:inany form, isprohibiredwithoulthewilteopeimissioofrom Adfoof iusses-AnIhoarT.Tambo0l,P.[. Fort1Pierce,.34946 'A #JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe 772-409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC � w/ (2) 16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC BC (Typ) 0 ti T ach Corner Jack's (2) 16d Toe Nails TC & BC (Typ) Fmrkje pl.sOrw,ii"446!1l KJF ItGiS3','4iiic#`y6Eq;t3:Ttlu;t€Cs"TGgat: i�s;'l:;cx'jR`1iVjtlileal`rAi km..fo'rgd,g+j=o=n>:s m{Fz"on,wb G-zt Lr:pL.y I€�afEut a+i.iin»; I.L is aeST;FtSFcce ne �hai:dws-xs�loin:.lil. wlj wsdw,emt�.as,ss�ieiuTwaer[�m�e,�t Ts,laei wu,ety;Eesjaiwt Fi}++�Fr ovee:aJ rp,epss,cgidSapantiMeea••a,rsp,ecif_+;,le Ga�lnesupe F+n eyzuinT:t,dpv+�m;. 3e tfi+axcyrms.te,e;g uaiemiut;aiilsry .Anthony T: TixnUo lt[1 P.E. tlLrv. at4t TFr5ctFi ar6w9aq is as NNa>b' p,�+`-'.�'.N.tOFe.ab's n4x�dq�NMLaRaq�!sare.ara!„e4uet1�4.. Fz 3CiaplM luttkt :,la sd &S telpw�dtIDa i'ustl w.'ae oudPllriu u�xNkm+"aq.Ccen; mn4 agut�Swl'buipm900 .". 80083 f 1'i bJM,fvsq+r,mEicegz. L9a ssB',,IafHeiCiuC3xp!ohistidq �etq'1,q:,taq Cal:wxSEhhMautndSlrMlHrskparl+l eM;5.Anar�inmalqu Fera+,�fc«t ff l6thasSe[isy,vRz�nasl fmndMtmtOc�r,uas "e>sq, EapaFneeinss�mexav,naai 4451 St. Lucie ON,& aaExce tdasihaCsr'v3 ape�'aF..+m vaa;kj a9pmnrznEnd Tnt[nn Das-p€gxsanF<€aei.'�sgPri�pec.p €rn a7ra 6+greei!r,glisdq t7 cq#veitnmP2Fl eefiR{olpSt, � � r Fort Pierce, FL 3.=945 [appight$01016A1RoofTimes Anstoog.Torto111,1`E:!Aw1fosp,ispoh1hised.it*a:Ifit wmttoptimilsioeGcmAlfoFTlusses lrsbeari.To�6uUI.pF. i i FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03 1, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' D.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) - V/ \ lOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL - 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 G' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (131'X3') NAILS SPACED G' O.C. (2X4 STUDS MINIMUM). STRUCTURAL I I / GABLE ABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / \ SS / UKAL TRUSS ., I __ 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. DULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL �i THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: �i ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE �i CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING,FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I I PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATI IN. I I SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 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) 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. ilimj-list;!Yspsx, If eenzi lk lii�:,sS11€SSfS,'S{Ftti",.Cilt�itlfl)iSd 9lDiliu�'ii&ii+�S(ii:ir-! 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Antlitny T, TTombo 111, P.E. t'z'�iida{¢ss^{wr 5rttabs3 li evt srtD+ten tk,{DvlM1 ED(4(K ZN �ide4ms �'iaddd�q 4a{ansaSdh xlwGn$iS:;PRd,4Mb i+tmdSE:t [xerxi>:ac» r{taa&q krt 31`dr�seslia:egra; Zi:savMas sfnr'ru;spszyn.tass Gz3p6}aeeradSrtsr Ysedo-nev.+';asss 4451 St. Lucle Blvd. Ctax sz (: sxR 1{dsm-v3lgrdwaD atna,&r s$}m alh d. 52y1rgstDar,atarafx eru`;i nx{ firry YrGngsa;alassS tlta G}i-+adm76niraq; Ri rsp'q dkmsac as &6�(n:T7. Fort Pik—, FL 34946 foppr.•ghj� 1p16Ad Coslhbsses • Aml4eg L laaha QS,p.E:. fse,iedestan of the ion nea ha eay;orm, ss pibkbited wslholle rrifl!n peaiuion Sroa 4-I loatTtessu; Amboy Llombo III, P1 JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTLQ5 A-1 ROOF TRUSSES 4451 RT I IrCIF RI Vtl FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. nP:TA II A 0 201d/rl BodTrusses ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. eFitisdcrv^seal, 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 NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. wf .E END, COMMON 'S, OR GIRDER TRUSS 10 MR144i 411 :1:7I 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. Im Anthanp T: Tombo III, O.E. = 80083 ..445I,St. 6xie 014d. Fort pPerre, FC34946 FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/( 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 'A'. 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. 6. NAILING DONE PER NDS - 01. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. TRUSS, OR GIRDER TRUSS II I�y l II li BASE TRUSSES VALLEY TRUSS 1 (TYPICAL)LL 'uJ 11 i GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS P �2 -e� (TYPICAL) vt_!ri"r (NO SHEATHING) N.T.S. i 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 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO 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. 3mlj; flaafins¢I�.,i to dc�t-I1.0{1E�.ki!'g;1(I�,�Alt T�IY3Si�ldT�CsSE�i?s75i(•iy'fYjl [YCZsE9£sl;f7`lrir t.s�.�.°ggnisrR�f ml:e3roresw GssnsttapRs rj T6Y mif.,lA�( iutiliP;Tl,Pln.W4 UiFEdSj f't PAlt'1 tiSR'it SlC tW dlT'U ��I ka;aTrar�plmriz�dNls,Yksiitoanda Ectf. l;i T>ti rwPcq�>•.a�i� Nzu�ic�-?ru; IMas�mmiiO3'rijit;rmax,�rphali!t�pontsa+dtgmt�I+peNs�ka".iEwj,dtks;liLii:dlal7er!lltCuse+r.rir?Tkd.l•+{ispnv.�casc.'�Sg ta�l�s4t�rl��: �IfiuRy.T:�Icn�Eio ]iI. P.E. a+truste�t`ialci+m4cdd:gyas Esums�sind3e O.rar Atflra.'3n+EnNa,"mtrttaErltnp:ny-x::a�laxY9nlb ll;;bltCedR us?I.rlliy;sla crl F r.lsl cryesier'IDS TC:(1 snl npbEtaud6t Vass: udai�b'tat t!ayi.Ls9-�sssati:niy sts96e k�snpavN, sf. � rE j6H$Wa7EePrltlP.. 4510.45S61D&@M4f of lbpyLn Wqd&oxs kat=Aw}Esxpsrr2tehShrrtIDm l(1FaEa30ip Tna�idi�et c9xmutbr:rar8 kansr: 741SPsnflz)r.Ps*c esei 6nusAes itus is rer:Trrss:xcye aa-.mr atlrsuuanrna:ir,uLsi 08?.uu sr'rzi f: i.gr{evc �ga9vlet,marugk.tTEwyrs !€sG TtshaiOes�Tefrg xrsYlrrt vyzesp'r.taF:7 sS+ sEcl ,_dwpb�t"5.11rz.#'+tt la�es&3ufa i1I. 4v5El l t80.LFZ 34443e 8 94 ! port Olerce, 6 [cp/ri,6t6i016tlRoilTerfflf.dettiaryil."A011€31h-poigo1nditfDCITICssesAcing1.Tomb III, ?.E JULY If, 1U1 I (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24a O.C. (BASE AND VAI SUPPORTING TRUSSES DIRECTLY LIND__ 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. a oof mbwl A! ta86G yis�rise • aax.n NON -BEVELED BOTTOM CHORD k€a CLIP MAY BE APPLIED I TO THIS FACE UP TO A MAXIMUM 6/12 PITCH FB CLIP MUST BE APPLIE THIS FACE WHEN F EXCEEDS 6/12 (MAX 12/12 P 6 i � Dna,.Anritaa.tiL;a da.,aaaf'.a an.tr.a &-n,.LiL�arl .irLair r6. Wrin,n wm:rrieaknwl.l Dnn7irwc.c.ln�b..� T T.nM Itl D I t:rss kaga Grnes?mdY>f;� An:Imtip T: T&rbp 111, P.E. 80033 4451 S. Lude'Blvd, Frtrt €'IerCe, K 34948 FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X41L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS,'. 6' O.C. VERT STUD SECTION .B-B F TRUSS GEOMETRY AND CONDITIONS HOWN ARE FOR; ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' D.C. MAX. i SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACED 6' O.C. (2) 10d NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. Q VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES i WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, OODAB: 3X4= PLY2 4 STD SPFING BLOCK V * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B i 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.•.'CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY ANO IERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR.SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. ' 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING Al2XS 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) lOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) D DEFLECTION MEETS OR EXCEEEDSIL/240 1. GABLE STU DIAG. BRACE B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE 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 EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL AT BRACES T 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP43/STUD 12"O.C. 3-8-10 5.6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24" O.C. 2-8-6 3.11-3 54-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5.6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 6.6.11 10.8-0 2X4 SP #2 24" O.C. 1 3-14 1 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES, OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING (2) - 10d NAILS TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGf IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 K NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINL IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 9O% 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 772409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8- 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB' T-BRACE SECTION DETAILS u FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. N 0 T E 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: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - lOd SCAB WITH (3) - 10d TO TOP CHORD NAILS (0131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL NIBLS(D31'X3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING J ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - lOd NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (10.216' OIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST.LUCIE BLVD. SPECIES FOR MEMBERS [IF 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 68.4 59.7 o J .135 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 c� Z 0 J .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3S') WITH SPF SPECIES BOTTOM 'CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X B4.5 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° 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 ANGLE MAY VARY FROM 30' TO 60• 45.00' FEBRUARY 17, 2017 I UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. 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 a LQ m .162 72 i 58 i 39 i 37 I 25 i ) J 2 CD .128 54 42 28 27 19 Z .131 55 43 29 28 19 z O J W .148 62 48 34 31 21 J Lo J_ N Q � Z 120 51 39 27 26 17 C5 Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J 0 .148 57 44 31 28 20 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. ' 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) =,177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. ♦i• USE (3) TOE -NAILS ON 2X4 BEARING WALL ■*� USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl r TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY :L NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 y A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 -1 .3 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. QA April 11, 2016 TYPICAL;ALTERNATE BRACING DETAIL STDTL14 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST..LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 tsuq.rier,.tW yti v+M'FiICUnff.SSS(SIttP1'j 6nitk 7s3NilfC,D1'1Diii�.5?Cp ^NYI^7 [ecR` %af7EYi .mlf 4tuP tm,x.t,s dr,N N.f rwvA �7 TK: otib/Aas!r. usk 0.rl,la4vw.sYa.tMx,.rl. 0&t'cMn�i, lYNeed I:9»1, IfAfll,m{,lrt ytn,kkafNk<w l0ftk„M. A"I wWy, 1-f-fl Syen'y taoex f, I u1DDnp:umwp».Ixd�' W ft ovp, 4,"",7.11 Ho It, t. t, I, ,,,,,,rm,,.s„ent, s, s.aoy Anthony T. Tomha lit. D.E. ni ,tl},t i;h *7 SaNa,b� mia ne fi 7 ,l (✓s srtauN nexty! saD pc p¢ wt tldsx 1;. S F Nbr ke Hfa,sN e3 M1I TxgF.# wm8mlt r i n iwl ws.Ds dxtk 3m,.ivq ,mt9IDa ainrny,k31, m,rinsaikrd — 800S3 ' „t ,w> .wt ,teaxss Nfgnsoyira w,wpa;Q.-,fa,s q..d se5 v'�aba+at tru�m sd hilvnr6 Imp rd ttr, rt?.t<,«xi im rycNA t�+s+! Trti�fro.sMrcsp*i�nr,s ai f«s+adt»inns F.tsp�^x.GaswsgeEn,at„¢sBL.s+Ya in,><n, esf 44515t. Lucie Blvd. .vrk5.Nlistw,a rg,Nryee:vC:aglydp snn.*,f.Txk.nkya[eynsniarmtaHag"�f;y,x:,srLaii,.`eaFrywee, degE�+stsF lLcv'mLaimatm,e leWNnill i. Fort Pierce, FL 34946 fopy"Ohs07§16AdRoof Tioms•AeIh4PyT,ycAbOlit, ?1 RgmdudonofIsisimmens,insoylorm,ispsnhihiltdVthnlThe w6jonpeffrnsiooiwnAdRoof Ttesus•WhoyT.T¢ ho€1,P.t. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND o FEBRUARY 17, 2017 STDTL15 DAMAGED ORVISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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 ■ 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 •10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION. OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF , 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. . 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. LA FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, [IF) 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 LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. I 2X SC NOTE:, TRUSS BUILTI WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING!50 PSF. TRUSSES NOT FITTING'THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES