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HomeMy WebLinkAboutTRUSSA-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job XCAS6512B Site Information: Customer Info: CALATLANTIC IN Lot Block: 15 Ac ress: C' y: 3N. me Address and License # of Name: Address: City: Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 - These truss designs rely on lumber values established by others. A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 - S FL DIVISION Project Name: MASTER MODELS Model: 6512 Subdivision: County: Broward State: FL t al Engineer of Record, If there is one, for the building. License #: General Truss Engineering Criteria Design L ads (Individual Truss Design Drawings Show Loading Conditions): Design Code: FBC2014/TP12007 \FI gn Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Load: 65.0 psf This package includes -34 individual, dated Truss Design Drawings and 16` dditional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design pineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engiers Rules. '�� � No. Seal # Truss Name Date No. Seal # Truss me Date , s'No. Seal # Truss Name Date 1 A0141867" A01 10/31/17 13 A0141879 A13 10l , f� 25 A0141891 CA 10/31117 2 A01411 F T A02 10/31/17 14 A0141880 A14 � , 3,1/17 26 A0141892 CAA 10/31/17 3 r A0141859• A03 10/31/17 15 A0141881 A15 l! '10/31/17 27 A0141893 CAB 10/31/17 4 A0141F�_�y, A04 10/31/17 16 A014188i' A16 e' a 10/31/17 28 A0141894 CAD 10/31/17 5 '' A014187•r' A05 10/31/17 17 A0141883 A17 a 131/17 29 A0141895 CJ3 10/31/17 6 A014187 A06 10/31/17 18 A0141884 16 g1/17 30 A0141896 CJ313 10/31/17 7 A0141873 A07 10/31/17 19 A0141885 a601G 10/5,1117 31 A0141897 CJ3C 10/31/17 8 A0141874 A08 10/31/17 20 A014188 , B02 10/31 fZ 32 A0141898 CJ3D 10/31/17 9 A0141875 A09 10/31/17 21 A014 87 B03 10/31/17� ( 33 A0141899 CJ5 10/31/17 10 A0141876 A10 10/31/17 22 A9,,jrT888 B04 10/31/17` 4 A0141900 CJ5A 10/31/17 11 A0141877 All 10/31/17 23 (A6141889 B05 10/31/171 A0141901 CJ5B 10/31/17 12 A0141878 Al2 10/31/17 2 . ` A0141890 B06 10/31117 3 A0141902 CJ5C 10131/17 The truss drawing(s) referenced have been prepareW,q�AiTek Industnes, Inc. under my direct supe Ltd. YY Truss Design Engineer's Name: A ony Tombo III My license renewal date for the state of Florid 01 s February 28,2019. NOTE.The seal on these drawings indicate #beptance of professional engineering responsibility solely fo ,'e truss components shown. The suitability and use of components f n'any particular building is the responsibility of the building designer, perANSIITPI-(,ndicating The Truss Design Drawing(s)(TDerenced have been prepared based on the construction documents (also reat times as 'Structural Engineering Documents) provided by the Building Designthe nature and character of the work. The design criteria therein havensferred to Anthony Tombo III PE by [A1 Roof Trusses or specific location]. TDs (also referred to at times as 'Structural Engineering Documents) are sptructural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acc %dic�edT�the ce of professional Anthony T. engineering responsibility for the design of the single T ss TDD only. The Building Designer is responsible for and shall coord7nts. to anvi the TDDs for compatibility with their written engineering requiremPleas review all TDDs and all related notes. lea La Page 1 of 2 # ffl- A-1 TRI A RE: Job XCAS6512B Lumber design values are in.bccordance with ANSI/TPI 1-2007 section 6.3 T1 These truss designs rely on lumber valueslestablished by others. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0141903 D01 10/31/17 75 A0141941 FL07B 10/31/17 113 A0141979 RFG01 10/31/17 38 A0141904 D02 10/3j1/17 76 A0141942 FL07DS 10/31/17 114 A0141980f` V02 10/31/17 39 A0141905 D03 10/31/17 77 A0141943 FL08 10/31/17 115 A0141981 VO4 10/31/17 40 A0141906 D04 10/311/17 78 A0141944 FL09 10/31/17 116 1 A0141982 V06 10/31/17 41 A0141907 D05 10/31%17 .79 A0141945 FL10 10/31/17 117 STDL01 STD. DETAIL 10/31/17 42 A0141908 D06 10/31/17 80 A0141946 HJ 10/31/17 118 STDL02 STD. DETAIL 10/31/17 43 A0141909 D07 10/31/17 81 A0141947 HJ2 10/31/17 119 STDL03 STD. DETAIL 10/31/17 44 A0141910 D08 10/31/17 82 A0141948 HJ3 10/31/17 120 STDL04 STD. DETAIL 10/31/17 45 A0141911 D09 10/31/1Z 83 A0141949 HJ3A 10/31/17 121 STDL05 STD. DETAIL 10/31/17 46 A0141912 D10 10/31/171 84 A0141950 HJ4 10/31/17 122 STDL06 STD. DETAIL 10/31/17 47 A0141913 D11 10/31/17 85 A0141951 HJ5 10/31/17 123 STDL07 STD. DETAIL 10/31/17 48 A0141914 D12 10/31/17 86 A0141952 HJ6 10/31/17 124 STDL08 STD. DETAIL 10/31/17 49 A0141915 D13G 10/31/17 87 A0141953 1-1J6A 10/31/17 125 STDL09 STD. DETAIL 10/31/17 50 A0141916 D14 10/31/17 188 A0141954 HJ7 10/31/17 126 STDL10 STD: DETAIL 10/31/17 51 A0141917 D15 10/31/17 �89 A0141955 J10G 10/31/17 127 STDL11 STD. DETAIL 10/31/47 52 A0141918 D16 10/31/17 90 A0141956 J11 10/31/17 128 STDL12 STD. DETAIL 10/31/17 53 A0141919 D17 10/31/17 91 A0141957 J12 10/31/17 129 STDL13 STD. DETAIL 10/31/17 54 A0141920 D18 10/31/17 92 A0141958 J13 10/31/17 130 STDL14 STD. DETAIL I0/31/17 55 A0141921 D19 10/31/17 93 A0141959 J14 10/31/17 131 STDL15 ' STD. DETAIL 10/31/17 56 A0141922 D20 10/31/17 94, A0141960 J3 10/31/17 132 STDL16 STD. DETAIL �10/31/17 57 A0141923 D21 10/31/17 95� A0141961 J3A 10/31/17 i ar 58 A0141924 D22 10/31/17 96 A0141962 J313 10/31/17 59 A0141925 E01G 10/31/17 97 A0141963 J3G 10/31/17 60 A0141926 FG1 10/31/17 98 A0141964 J4 10/31/17 61 A0141927 FG2 10/31/17 99 A0141965 J4A 10/31/17 62 A0141928 FG3 10/31/17 100 1 A0141966 J413 10/31/17 63 A0141929 FG4 10/31/17 101 A0141967 J7 10/31/17 64 A0141930 FG5 10/31/17 102 IA0141968 RA 10/31/17 65 A0141931 FL01 10/31/17 103 IA0141969 J7B 10/31/17 66 A0141932 FL02 10/31/17 104 X0141970 J7C 10/31/17 67 A0141933 FL02DS, 10/31/17 105 1 A0141971 J71) 10/31/17 68 A0141934 FL03 10/31/171 106 A0141972 RG 10/31/17 69 A0141935 FL04 -10/31/17 107 A6141973 J7GA 10/31/17 70 A0141936 FL05 10/31/17 108 A0141974 M01 10/31/17 71 A0141937 FL05DS 10/31/17 109 A6141975 M02 10/31/17 72 A0141938 FL06 10/31/17 110 A0141976 M03 10/31/17 73 A0141939 FL07 10/31/17 111 A014, 1977 I M04 10/31/17 74 A0141940 I FL07A 10/31/17 112 A0141978 I M05 10/31/17 Page 2 of 2 r Job Truss Truss Type Qty Ply A0141867 XCAS6512B A01 Half Hip Girder 1 1 Job Reference optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com NAILED A>in= Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:08:41 2017 Page , ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-76zOox91xcUcwFP9XfOPDVJBZgy46dK9EskB6lylgya 17-6-8 1 23-2-2 1 28-11-8 NAILED NAILED NAILED NAILED NAILED Dead Load Defl. =112 in 1.5x411 2 t n 14 26 13 27 28 29 12 30 31 11 3210 33 3435 9 36 37 38 8 12x14 — 5x6 = NAILED 3x8 5x10 MT20HS= NAILED NAILED 4x12 — NAILED NAILED 46 II SKH26L NAILED NAILED NAILED 2x4 11 NAILED NAILED NAILED 6-1-8 11-10-14 17-6-8 23-2-2 28-11-8 6-1-8 5-9-6 5-7-10 5-7-10 5-9-6 Plate Offsets (X Y)— [3.0-7-0 0-2-81 [5:0-4-00-3-0) [B:Edge 0-3-81 [12:0-2-12 0-1-81 [13:0-3-0 0-2-41 [14:Edge 0-10-21 [14:0-2-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.43 10-12 >802 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.74 10-12 >461 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.09 8 n/a n/a BCDL 10.6 Code FBC2014/TP12007 Matrix-MSH Weight: 176 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T1: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* - W4: 2x4 SP M 30, W1: 2x6 SP No.2 . W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- -r TOP CHORD. `Structural wood sheathing directly applied, except end Tertirals. BOTCHORD . Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 1 Row at midpt 2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 2330/Mechanical 14 = 2326/0-7-8 (min.0-1-15) Max Horz 14 = 178(LC 4) Max Uplift 8 = -1184(LC 4) 14 = -1289(LC 4) Max Grav 8 = 2330(LC 1) 14 = 2326(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4590/2372,3-16=-6307/3281, 16-17=-6307/3281, 17-18=-6307/3281, 4-18=-6307/3281, 4-19=-6307/3281, 19-20=6307/3281, 20-21=-6307/3281, 5-21=-6307/3281, 5-22=-4139/2107, 22-23=-4139/2107, 6-23=-4139/2107, 6-24=-4139/2107, 24-25=-413912107, 7-25=-4139/2107,7-8=-2200/1195, 2-14=-2193/1272 BOTCHORD 14-26=-598/838, 13-26=-598/838, BOTCHORD 14-26=-598/838, 13-26=-598/838, 13-27=-2284/4273, 27-28=2284/4273, 28-29=-2284/4273, 12-29=2284/4273, 12-30=-3191/6214,30-31=-3191/6214, 11-31=-3191/6214,11-32=-3191/6214, 10-32=-3191/6214, 10-33=-3191/6214, 33-34=-3191/6214,34-35=-3191/6214, 9-35=-3191/6214 WEBS 3-12=-1123/2241,4-12=-751/629, 5-10=0/422, 5-9=-2298/1200, 6-9=-735/617, 7-9=-2277/4491, 2-13=-1735/3464 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #801 Bth Moving Load; #901 9th Moving Load; #1001 1Oth Moving Load; #1101 11th Moving Load. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1184 lb uplift at joint 8 and 1289 lb uplift at joint 14. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Use USP SKH26L (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 6-1-8 from the left end to connect truss(es) HJ (1 ply 2x6 SP) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-1 Od (0.148"x3') or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 14) 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: 1-2=-70, 2-3=-70, 3-7=-70, 8-14=-20 Concentrated Loads (lb) Vert: 3=-108(F) 13=-187(F) 6=-105(F) 9=-47(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-1 05(F) 21 =-1 05(F) 22=-1 05(F) 23=-1 05(F) 24=-105(F)25=-105(F)27=47(F)28=-47(F) 29=-47(F)30=47(F) 31 =-47(F) 32=-47(F) 33=47(F) 35=47(F) 36=-47(F) 38=47(F) .. 6a .flew :ap'd; min nt'Fl rda 1105Y fSEU�'pra9 'Lei:1rCr 17ffrk17CA{'SI!d'Ji3A0R.i '�t'Crt+. tnlpkcgpuaztusaa teftdHalls:MIStapes+brOCP;M6sSfisa,1.:'saeC4r:.Uks,uSYenEtrz2 ne. I3r,.0 isle siaiphiW,xlr VA26 s VF4%shake!dkbtuNk.AiIso[:sfi:�pfepwnia, �eaDt rgvru)9e n�'ucrlGDrsx:sr�Cas�eya:suusReteiimdxrurtdg;rgni:Cn's fxeed}td6i serb6ns i,pshda6t13Buh,e ilrtl. lit ssuspamt. tr rmtc st, sv7d*, Anthony T. Tombo R!, P.E. ' ndnedtlntnntass.pd6apnsrrpen:J¢rt.td:oaes,bseadsetsa;rdtpdanrrztaple,ne,brx,art>itlsa(,3e6rmmtdNvurcFa�;ru.la9m�adn,tarvrkureddeL:,,,sy,m.q:ri:o-:�mnmatr.m3shrkr.,,�.pd 480083 per* r d weamnct�v�ssnwna,row5p.,s �pv�nfawsartespxssdyttxcanus;pbasYrirsauumw=ar�p=d�tuxmsene: npu n,mrtn,serttr.ssk ,rrna ,rrecxer:.n;cr ,ms•Qbsc 4451St.Lucie Blvd. :#,rrirYaelgsGSsds�Nrgnb yt!u"paiss srdrtL?klms7suphFxs0it is Wi4ilm s.a Fort Pierce, FL 34946 [o s kur i018 A-1 Poollnssrs-Aalbac LlomboW,Pi E dauioa etlhisdommeat, in oa fun, is wh3ittd.itbul the w6gra amissioefiamkl loolinsses-Aatbea l.lecbo Di: P.L P1* A Y pro Y' P P Y Job Truss i Truss Type Qty Ply r XCAS6512B A02 I Hip 1 1 t A0141868 i Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:42 2017 i ID:_TNN_bPVFxkOg5QLbhPavlyPVt4-bJXOOHAOiweTYP L5MXelisNs4D2rA51SWT 1-4-8, 8-1-8 1 14-5-8 20-9-8 2R-11-R 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 FBC2014/TPI2007 LUMBER- I TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-9-0, Right 2x8 SP No.2 2-M BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1286/Mechanical 2 = 1417/0-7-8 (min.0-1-11) Max Horz 2 = 88(LC 16) Max Uplift 8 = -615(LC 9) 2 = -749(LC 8) Max Grav 8 = 1286(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/150, 3-4=-2303/2021, 4-5=-2795/2556, 5-6=-2795/2556, 6-7=-2403/2095, 7-8=-541/0 BOT CHORD 2-23=-1710/2092, 11-23=1710/2092, 11-24=-1705/2094,10-24=-1705/2094, 10-25=-1790/2191,9-25=-1790/2191, 9-26=-179512188, 8-26=179512188, 8-27=-115911089 WEBS 4-11 =01261, 4-1 0=-664/912, 5-10=548/609, 6-10=-553/825, 6-9=0/271 CSI. DEFL. in (loc) I/defl Ud TC 0.85 Vert(LL) 0.3010-11 >999 360 BC 0.74 Vert(TL) -0.6410-11 >543 240 WB 0.63 Horz(TL) 0.15 8 n/a n/a Matrix-MSH WEBS 4-11=0/261, 4-10=-664/912, 5-10=-548/609, 6-10=-553/825, 6-9=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 8 and 749 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid *els and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. CASE(S) naafi t t,ad nPFl = 711R is at 8-2-0 PLATES GRIP MT20 244/190 Weight: 140 lb FT = 0% ... tl¢zq•flenerajhrt!kidt'41(?'sROSi4M!r&Most iMtt6rmotmokk7!q'fitt{9�.t0�ieJII'hia.tnirkcttrm:tY+selrcdWnaks;nsairiA�il�tCjaiNekNnt.teae®.r£lkewfe<tlldceneUus&va"-,4 ir-0,tur wmuma�it+akndmrxtul�seanttstl?tYtm nay4{eagpars,t�aarTuvanaxsoxurrt.elmx Ralmtmt�,yas3 m6ekgedrxsryttmsi�adatkt3san,wsntfu:ttraupna+ d axsesrmq Anthony T. Tombo 111, P.E. ' aai.ad6hinafera.L>:ttyssurcrasBra itb O.se,eeC•afs a3avd getlaaetsfsties'ryr.,a6ea&mltltlrt,it�attklmdtz3ury,ekrJlrll. TagFe�dd6tl ci rR'uHead3t?+ssL}isin9�'k i>,M'.Ief�saadhodrsWl6etate�ttlt d - 80083 3t WYuAEe3perxltstatfn.Eat=es saatotlti:JW6epsxxs�rsknnffitG�rg(.atar'Sc�xl h�xcanntlW rt4Ua�itrtNaiSilmsd�lasdts�scilpilntR:lmes3eacfss:z&ssulMsst!@tTnss6esr�yfast Pesp (ryasselircs Mcds2srs.alnc #w.Ia ksadn, ttefiggaltra� E,dyaats;Frt:�N, iNUna6esirtepssh ADI ietgair�;nlyer;,a rmstrmnupatr slat WWI, iragasael!nrmat ed'afrEt. 445tLode Blvd. � Fort Pierce, FL 3?946 CuPAktoi616A-1[oollsesses-AdelyModoIII, P1bpmdarhaaoft6isduatot.iaDay Lm,ispla ittdraheafthewrmtaptrmissioohenA-Itoatirusts-Atahuy1•Tommbo01,P.L Job Truss Truss Type Qt. A0141869 XCAS6512B A03 Hip 1 �Ply 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Indus- es, Inc. Thu Nov 16 08:08:42 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-bJXOOHA0iwcTYP_L5MXelisMB4ERrivISWTktBylgyZ 1 4-8 5-10-9 10-1.8 18-9-8 23-0-8 28-11-8 1 4-8 5-10-9 4-2-15 8-8-0 4% 5-11-0 e nn 4x12 II 10-1 Sx10 MT20HS= 5x10 MT20H5= 3x8 = 5x6 WB= 3x4 = Dead Load Defl. = 3/8 in 4x12 II LOADING (psf) SPACING- CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL %0 1.25 TC 0.95 Vert(LL) 0.36 10-12 >972 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.71 10-12 >492 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 146 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 `Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP Nd:2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD — Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 9 = 1286/Mechanical 2 = 1417/0-7-8 (min.0-1-11) Max Horz 2 = 103(LC 16) Max Uplift 9 = -604(LC 9) 2 = -737(LC 8) Max Grav 9 = 1286(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-604/317, 3-4=-2239/2075, 4-5=2207/2011, 5-6=-2095/2008, 6-7=-2256/2056, 7-8=-2392/2204, 8-9=-692/17 BOTCHORD 2-24=-1765/2008, 12-24=-1765/2008, 11-12=-1699/2137,10-11=-1699/2137, 10-25=-1913/2175, 9-25=191312175, 9-26=-1207/1124 WEBS 4-12=-13/256, 5-12=0/286, 6-10=-22/336 WEBS 4-12=-131256, 5-12=0/286, 6-10=-22/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 5, 6, 9, 9, 2, 2, 12, 4, 10 and 7 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 11 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 604 lb uplift at joint 9 and 737 lb uplift at joint 2. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ' N,:asg.fleas�ra,rot}ma.fle'61 Li:71Ri3ifEu�'t�f[IsElftWttOCf76iE;TiJI."f7tfilS:iNS�'�JsFY."II'h!a tn3ttrFn Enrs,Y!saJtMaNsaAh inr, Et�Ip�ierpCF';ai!Se7iMr,+l.iea»IgttUkms Aeplfircna C#+s: �wrse s#edple't4,a7 piisla.r�rrresss Neuimtaig€aisnsihetns;<:gs�e,aµ,f strt eu➢"s:edanarl@Dnyresenasuryae er,ks,suisgssm�}Kgsss:+irfe[.a4wd4nae�sr!,veela,dmfiel3Uax.e�nmLEirNciga;.:tmnslr+�auaa4sattb!; Anthony T. Tombo 111, P.E. ' ed.ua'1as Gnstam,W[alnexrr>Eaaicrtr4ds:asa,6s[nefsarxsudryeda!Selatisrgesryw,i,rxniutzlH!if,tt6'a!8•Irdlrtalnt:sed:itl. TnyEa»1dtu1'.daiegL4rtd#e':nsb.iaylasr,m�:,'xlef�eetetirss4dhe&estat8rd �80083 Pru ei tlptalteaase d�as snassae raetrx uwt=x e,stAemu gt, s muaarrtu eg2lmus.e,�a to gr�;atae rhl trmn�eayn as astnn>rel,�susv ,,lrsn@ca tepa elT:nn Ca�+lme less 4451 St. Lude Blvd. >:te!.icrabrlryeorngalRaee!3allteP,gertess>ehet;ceEmsassipE<gasusSlA,ksi!ryEes!,ar,nspt:nEesasrelarlRenr,L^ut.zln:nmct:9eaARN. Fort Pierce, FL 34946 Copyright Q 2016 A -I toollrosses-Ambeoyl.lombo III, PA eprodnmion ollhis dowent, in coy Form, is probibhed.4011 the ntitlto pamiss;n ham A-1 Yootlnsses-Aaiieeyl.lomSo III:P.E 0 Job Truss Truss Type Qty ply r XCAS6512B A04 I Hip 1 1 A0141 I Job Reference (optional) 4.00 12 5x6 s 3 1.5x4 II 2 1 26 4x12 II 7-7-6 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 FBC20141rP120071 LUMBER- ii TOP CHORD 2x4 SP M 31 `Except T2: 2x4 SP No.2, T3: 2x4 SP M 30 I BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 870 cun: 8.120 s Aug 16 zuit Print: 6.12U s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:08:43 2017 Page 1 4x6 = 4x4 = 5 _ 6 3x4 4 3x4 7 14 27 13 12 11 28 10 1.5x4 11 3x4 - 3x8 MT20H� 3x4 = 1.Sx4 11 12-1-8 16-9-8 21-3-12 4 6-2 4 8-0 4-0-3 )-8-5,Edge) CSI. DEFL. in (loc) I/deft L/d TC 0.93 Vert(LL) 0.3113-14 >999 360 BC 0.76 Vert(TL) -0.6110-11 >567 240 WB 0.29 Horz(TL) 0.14 * 9 n/a n/a Matrix-MSH 9 = 1286/Mechanical 2 = 1417/0-7-8 (min.0-1-11) Max Horz 2 = 119(LC 16) Max Uplift 9 =-590(LC 9) 2 =-723(LC.8) Max Grav 9 = 1286(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/177, 3-4=-2276/2078, 4-5=-2029/1953,5-6=-1909/1932, 6-7=-2039/1961, 7-8=-2403/2188, 8-9=-517/0 BOT CHORD 2-26=-1773/2058, 14-26=-1773/2058, 14-27=-1773/2058, 13-27=-1773/2058, 12-13=-1517/1909, 11-12=1517/1909, 11-28=1894/2192, 10-28=1894/2192, 10-29=1894/2192,9-29=-1894/2192, 9-30=-1107/1054 WEBS 4-13=-325/320, 5-13=-195/306, rfa�. Pk,sr �r„ry mk. sN'aa r�r rims; (susul nano aca a msmqu cgsssg W':slamtltl Plies ssxNnNfa re lD€4Nntit 1:trns54:pEgnb f4;ru§81 �(xrs '>xnrtl®nrKsnrorar�u�K,pra�N�tln,mc.tlrs.,�nasrduerr>< 3! IaingGtlpeMtnnrc3r. ilsas stlwtaAtT,Trel4egntwdgrtnndfxtwNiq sln�inN'aei'rytuGsl gnlgnd�yhrggm�EtanpK iNinss lesipfl7irsnla � Copyrigh1�i016A-llooftrasus-Aotineyl.loobolll,P.L geprodmrionohhisd WEBS 4-13=-325/320, 5-13=-195/306, 6-11=-236/341, 7-11=-473/472, 7-10=-15/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 590 lb uplift at joint 9 and 723 lb uplift at joint 2. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard , -... ,:'.'SF�I�:�fdLEA1'1119, rll�r /rC(Ir9!MCXS W ltdlif!SC RY inil E29jr Ett�111CY W 5}fehytj, 1n069, rf.1 Qe4rdn tlriCgnprsris nxnriwldHE Krkssiedegieenugrrspm: MI k &iesgTNCksn�slms ry. iaNmru I1Da! Fsgie,ys¢,fa rr,adend8ear,�s Rtmnsln�d N,'dagnleslnn. TaeyptEdd6el�le{tl15d1 >td3i:ns6ni3ibgi uz7u:tSd+Y(dxienn(SWpUisbnitC iNnsSltemrduassdhrFr.JJgifn2 nFt SeassMnsixs�Ef diflssd& 3: (aisugEslg+x,a rmslrsnnNpeatdm kelml. ;, ards�llkes m e: re`.eE(AInL ¢ameot, ill oey rnrm, is prohihited.ithoos the ntillm permission Som A-1 loci frenes-Aothecy 1. Tomho III, P.L Dead Load Dell. = 3/8 in 8 n 1 i P� g 1� 2g 1 30 4x12 II 28-11-8 7-7-12 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 143 lb FT = 0% DES{ dasnisr rAM tl 4! T-0nh n aalunr, latry Eut se hlw Anthony T. Tomtw III. P.E. .aauwg t Nr»Entu i� # 80083 srrrawrtlt.ms Ladoans,alus 4451 St. Lucie Blvd. Fort Pierce, FL 34946 XCAS6512B A05 I Hip 1 A0141871 fierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:44 2017 Page 1 ID: — TNN—bPVFxkOq5QLbhPavlyPVt4-Xhf8QyBeEXsBniBkCna6q7xjpusuJ3Tbwqyd3ylgy) 14-9-8 i-1-4-8 i 7-7-5 i 14-1-8 14-5-9 2gl 3-10 27-5-8 ,28-11-8, 6.6-2 6-6-2 6-1-14 1-8-0 D-0-0 4.00 12 5x10 MT20H8= Dead Load DeB. = 3/8 in 5 14 _'" 13 -- 12 -- 11 '- 3x4 = 4x12 11 1.5x4 11 5x8 = 4x4 = 3x4 = 28-11-8 7-7-5 14-5-8 21-3-10 27-5-8 29-2-12 i -94 7-7-5 6-10.3 6-10.2 6.1-14 0-8-12 LOADING(psf) SPACING- 2-M 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 FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except' T1: 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 *Except* B1: 2x4 SP M 30, B3: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No 2 2-3-0 BRACING- -TOP CHORD ,-otructural wood sheathing directly applied or 2-4-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. Except: 10-0-0 oc bracing: 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 1322/Mechanical 2 = 1401/0-7-8 (min.0-1-10) Max Horz 2 = 136(LC 16) Max Uplift 8 = -568(LC 9) 2 = -696(LC 8) Max Grav 8 = 1322(LC 1) 2 = 1401(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/147, 3-4=-2281/2116, 4-5=-1829/1795, 5-6=1855/1803, 6-7=-1902/1800, 7-8=-2480/2220 BOT CHORD 2-25=-1816/2069, 14-25=-1816/2069, 14-26=-1821/2069, 13-26=1821/2069, 13-27=-1922/2200, 12-27=1922/2200, 12-28=-1053/1168, 11-28=-1053/1168, 9-11=0/284, 9-30=-2019/2285, 8-30=-2019/2285, 8-31=2046/2256 WEBS 4-13=-516/555, 6-13=-640/666, CSI. DEFL. TC 0.82 Vert(LL) BC 0.85 Vert(TL) WB 0.70 Horz(TL) Matrix-MSH WEBS 4-13=-516/555, 6-13=-640/666, 9-12=-872/1038, 6-9=-491/404, 5-13=-501 /639 in (loc) I/deft Ud PLATES GRIP 0.3413-14 >999 360 MT20 244/190 -0.6213-14 >560 240 MT20HS 187/143 -0.10 2 n/a n/a NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; 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=1.25 plate grip DOL=1.25 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 8 and 696 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Weight: 159 lb FT = 0% tecat•Ph+ss�ra;+yrax,on'tar_ dnuls ;;'uua'locoustt�6 a mr,�rintsllirrlg!»?h3rlh:isw+at'mro. rni.ai �rat�rnsd,exnwa a,:nn[:�a�•:tJoe;me, sps�.t-t�a¢r�urrunsfinldn �sx rm:,ss �,.�a ad naa so-,nrr W:'elruebrrknackrrdru6ellAUM.ssi.l:sF�.n:e:nte{aea;:.e:. rP4sseewortRorexnz:nrxs rrspsxsk.sus}wnbrn:rns3m1f�6eiriad6ewpxinssip�MatNl3gsh.w�iDa.iirb;,yvnsr osa,la,5r s,eem4 ; Anthony T. Tombo III, P.E. xdsui4ufrnsMmWfaiuSr,rat[e!lts:Ena<n`-Om7stusaLKlvgdcCetg9er�v!,uksr�?utitle7f,3e0.'We+Icdle7urretsl7N.ru4FeMdISvlmier3,8.ud3timt°1�0r�skHtiwedbaC�sk€N&nya9'sFi t80083 LtaLvyrtv7s,.: catrMa3r. EgmssantnlLi:7at�rrtmrNKyak'msltms �Jwr4c7a+didFtlftvatox(itSlsµ46s1:!{r'BalSl:l vendsite 6trrctalpidaa. f?LElrnnlenrysv:G s, aslflesP(xi?ss,ss�u, rnn P?nla;i,v n{-snara�aaux,ntn, 44515t. Lurie Blvd. a3urisv b.4vsKtG�rta}eaegahwiangly vgyaysssyschd nsL•us9ssig,fir'xs;i.g7.3stgarty;rs�}s�.a hssSlsnvFeshrcdmYutui, L*,nras�a7tet:atcdsSd'nOFL Fort Pierce, FL 34946 Copyright02016A-lfoeiMesses-Anthaayl.loaltill,KE fepsodud?onotthisdaiawntinanylem,hprehibitrd.BhoaltheWdr.enpu6ssiophvmA-llocylrouts-Aalheeyi.iv¢bollijl Job Truss Truss Type City Ply e r XCAS6512B A06 I Roof Special Girder 1 1 LbA0141872 i Reference (optional) Ai moor Trusses, Fort Pierce, FL :14a48, design(a_oaltruss.com Hun: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08.45 2017 Page 1 - 1. - ID:_TNN bPVFxkOg5QLbhPavlyPVt4-?uDWeICG?q_2PsiwmVSLNLUsQIEi2TmIOUiOGWylgyW 4.00 F12 5x6 = Dead Load Deb. =1/2 in W6 4x4 NAILED I 411 5x8 — 1.5x4 11 o I 6 18 NAI D 2 T 4xi 8x10 = j 7 1.5x4 II q 24 25 'cYlj 8 c 9 18 27 17 28 16 29 30 15 14 31 13 32 12 11 38 35 4x8 II 4x12 = 3x4 11 5xl0 MT20HS= 44 = 3x3 11 JUS26 48 = 44 = 28-11-4 s-11-173-8-a0 164--95-0-4 22-9-6 274 e 3-111-4 'I 84-2 0-8-12 Plate Offsets (X,Y)— [1:Edge,0-3-01, [3:0-2-12,0-2-01, [5:0-2-12,0-2-41, [6:0-4-0,0-3-01 [7:0-5-15 0-3-41 [7:0-2-12 0-0-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.39 14-16 >893 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.74 14-16 >464 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/rP120071 Matrix-MSH Weight: 182 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T3: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E `Except` B3: 2x6 SP No.2, B4: 2x4 SP M 30 B2:2x4SPM31 WEBS 2x4 SP No.3 `Except* W1,W2,W4,W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except verticals. BOTCHORD Rigid ceiling directly applied or 4-11-3 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 6-14, 3-5, 3-14 cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18 = 2218/0-7-4 (min. 0-1-13) 8 = 1581/0-8-0 (min. 0-1-14) Max Horz 18 = -235(LC 6) Max Uplift 18 = -1563(LC 4) 8 = -771(LC 5) Max Grav 18 = 2218(LC 1) 8 = 1581(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2081/1517, 1-23=-3776/1852, 23-24=-3776/1852, 2-24=3776/1852, 2-25=-3776/1852,25-26=-3776/1852, 3-26=-3776/1852, 4-5=-412/346, 5-6=-2315/1037, 6-7=1817/805, 7-8=-2642/1115,3-16=-1457701, 3-4=-338/285 TOP CHORD 1-18=-2081/1517, 1-23=-377611852. 23-24=-3776/1852, 2-24=-3776/1852, 2-25=-3776/1852, 25-26=-3776/1852, 3-26=-3776/1852, 4-5=-412/346, 5-6=-2315/1037, 6-7=-1817/805, 7-8=-2642/1115, 3-16=-1451701, 3-4=-338/285 BOT CHORD 17-28=-2619/6039, 16-28=-2619/6039, 16-29=-2512/5786, 29-30=-2508/5779, 15-30=-2508/5777, 14-15=-2509/5779, 14-31=-1086/2591, 13-31=-1086/2591, 13-32=-498/1186, 12-32=-498/1186, 10-12=0/269, 7-1 0=-1 05/317, 10-34=-973/2420, 8-34=-973/2419, 8-35=-1122/2733 WEBS 1-1 7=-1 898/3928, 2-17=582/469, 3-17=-2457/973, 5-14=-484/1293, 6-14=-596/513,10-13=-598/1424, 3-5=-1990/847, 3-14=-3848/1837, 6-10=-970/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1563 lb uplift at joint 18 and 771 lb uplift at joint 8. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Use USP JUS26 (With 10d nails into Girder & 1 W nails into Truss) or equivalent at 8-3-V from the left end to connect truss(es) FG01,(11 ply 2x6 SP) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with y lumber. 12) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 351 lb down and 449 lb up at 0-1-12, and 94 lb down and 48 lb up at 5-0-0, and 94 lb down and 48 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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, 4-5=-70, 5-9=-70, 12-18=20, 11-12=-20, 10-20=-20 Concentrated Loads (lb) Vert: 1=-201 23=-228(F) 24=-190(F) 25=-54 26=-54 29=-368(B) r¢�-e�unmxrmk.neanaxrecgsr�a arsutasnreremnevemlout7erimras[etu2rrronr¢ar[urppaaamwrarnxrascr"rr�rryewc.:{Ftcemedremgrr.¢kmu.rm�,f:ewnw.erfrrremoerdf.nerm.r:tr raTrieaMee{Itlrs si9kexlfr@<R@»kMd lsawsark. F¢{aa(ia aambrF¢pufrjlhsedna{iW egmatsnsc einrprwt:sueela;mwigre:.pccd�ryfQ@ekV{ed@eib{Y ire:leratda@eNCary,a[¢IHI. nehsipua.{:ees, �¢1rt.1mlHas,umwr Anthony T. Torntm II[, P.E. ' n/nedaes inss kree{Iellsneeegin@A@egmr,de L1¢els mnemeda{.�n@e lrefo{ref�a,u@e¢tlmd@emC@¢RLnI@elo¢Iarrro{aHo/rNI R¢enmdtfxlCCdryfieN.ud@rrms,harC¢rkse;ayn¢e,puilJ.dsu7im¢; ddlk@xnsµnilild{d: #80083 @eG761r:sigaerd6tna¢. Hales se!enu�ID:o1@e{rr�¢esofrrderandtirsdG{G-peeelkihlder¢etin?IIS4{d6.k11fINdRrl:nrder ygr�avdry4ze.iftlidut@e rtgnsi510a ni6facA&In;; hsipe,T¢ss L�:ysE seeeennssVm@dnn,Nsn 4451 St. Lucie Blvd. • e@enwa�rre;anmepcana@neuyarrm@wntthrrmuecak{enefs[7ru:@asuesilxr;nuarc<.1:rt¢4na!egw@q.ma{arederx;mrsae remt- Fort Pierce, FL 34946 (opyright9tRldA-IRodrrasrs-AathooyLiaohalR,P.F. Repidiiin alibis doculmont, in coy form, is prohibited tiMourho inition peridissicafrom .4-1 Rosiffrosses -kthaayLTeaobo III, F.F. Job Truss Truss Type Qty Ply A0141873 XCAS6512B A07 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:45 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-?uDWeICG?q_2PsiwmVSLNLUv91C_2SHl8UiOGWylgyW 6-1-8 13-8-11 I 19-1-8 _ i 20-7-8 121-11-8 7-74 54-12 3x 4.00 12 4x6 = 11 16 17 18 10 19 9 208 Sxs = 5x8 = 3x6 = Dead Load Defl. = 7/16 in 5x4 II 0 I� ,O 22 10-11-12 10-11-12 19.1-8 8-1-12 3XAt 18-10.12 9-0 0.8-12 Plate Offsets (X Y)— [2:0-3-00-2-41 [3.0-4-0 0-3-01 [4:0-1-14 0-0-01 [4:0-5-12 0-2-8] [10:0-3-4 0-3-0] [11:0-3-0,0-3-01 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.52 10-11 >474 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.97 10-11 >254 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 122 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* Ti: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* ' B1:2x4SPM31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 ORACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc -Purlins, except end verticals. ('nOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 906/Mechanical 5 = 1049/0-8-0 (min.0-1-8) Max Horz 11 = -258(LC 9) Max Uplift 11 = -390(LC 9) 5 = -528(LC 9) Max Grav 11 = 906(LC 1) 5 = 1049(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1304/1189, 3-4=-1434/1296, 4-5=-1701/1436, 1 -11 =-225/296 BOT CHORD 11-16=-354/691,16-17=-354/691, 17-18=-354/691,10-18=-354/691, 10-19=-471/697, 9-19=-471/697, 7-9=0/290, 7-21=-1275/1591, 5-21=-1276/1591, 5-22=1126/1426 WEBS 2-10=-530/732, 3-10=-5501797, WEBS 2-10=-530f732, 3-10=-5507797, 7-10=-780/892, 2-11=-871/895 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Plate(s) atjoint(s) 1, 2, 9, 4, 4, 10, 7, 11, 6 and 5 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 3 checked for a plus or minus 3 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 11 and 528 lb uplift at joint 5. 9) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard . Nozs1•plmtat:c!u�bt'kl tkkANzs;StllYy&ilt€isttl:tN6if:rd6(nIFM{'td!BjSCtA0F.i5WFSI'hm.tx116c{atauFrscdxKwrnRsimsf;8�e, rsr.uiflG;ed�Set�hsrL twieO,t£t MeraS4mkdrtat. Ozesss*�sse eRla3s iLD,ny urers� Fsnlcpaat�txteiaiteae,er.,n:�;r�xr+e`p«er xrbrcxlN=etoamnx,uxx ,bra; «pex�,am mite�tde rtmal�almneFt7�.�xmL awnstm;n ps uutai AnthonyT.Tombotl3,P.E. ' adnr tBnimsl+snitifc7bn rtm lm f�0.w.mC.sefs Mmv lryM h b�fatdu rx,hfxrw4a bs N,36 mbxlxdlr3mpal zdiNl. iseglm ddbel si trySq ad3t'.m4gdy4s3eymrzt nhdaadi ile€Ia6nzya 37} t rl 80083 3t txYbt EeSpcetlktxtfn.tSt.-es sdtd®heP,ealt.rssm ss�ryls'aes#ar4a bstsw.^,Sstry A".acUat�ltShpltis {rtleslSt:lmrdxar±alsetsxdpilwe.tPb'lriws4e re�ss. fi�stillfirs Ebt6-tuEKy.*;Imsl4in [ermet a!"xssYsLdnx,Wess 44515t Lude Blvd. rlx.iuldirtrts•sa gxlgab**rwttdtrgrsisst!eL?trt:rsskrdpbpsrr is kit 3rtmrslcesF}es.xhsr srmn 5thexdott:Fry. i:xtm"nlxicsmtst{seialF€t. Fort Pierce, FL 34946 CoptrigU 2'i016 A -I toolLesus-Amkttyl.lomboN,P.L liepsodestion 011%doammt. is anyftm,is pwkibbtdQbeorAe wirm ptrmisso;hom A-I[Alrossts-Aotbmy 1.lomba llf,P,E, XCAS6512B 4.00 f 12 Special 4x6 _ 402 = 3 1 NA ED c�1.5x4 II 1� 1 2 , 21 35 36 6x8 II 2x4 II NAILED HJC26 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 FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 31 'Except' T1: 2x4 SP M 30, T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1,B4: 2x6 SP 240OF 2.0E B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W3,W6: 2x4 SP No.2 W2,W5: 2x4 SP M 30 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-1 or- bracing. Excel 10-0-0 oc bracing: 12-14 WEBS 17 20, 6 17 1 Row at micipt MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. 2 (lb/size) 1948/0-7-8 (min.0-1-10) 10 = 162610-8-0 (min. 0-1-15) Max Horz 2 = -207(LC 54) Max Uplift 2 = -1050(LC 4) 10 = -817(LC 5) Max Grav 2 = 1948(LC 1) 10 = 1626(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 2-3=-515/275, 3-4=-2932/1462, 4-33=-6899/3391, 33-34=-6899/3391, 5-34=-6899/3391,5-6=-6741/3326, 6-7=-2374/1176, 7-8=-2395/1150, 8-9=-2087/1001,9-10=-2702/1189 BOT CHORD 2-35=-1244/2653, 21-35=-1244/2653, Special Girder � J Iq A0141874 Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi l ek Industdes, Inc. Thu Nov 16 08:08:46 2017 Page 1 ID: _TNN_bPVFxkOg5QLbhPavlyPVt4-T4nvreDum86v10H6KCOcaw Y10nhWD-SuN8RyoyylgyV 11-3- 28-2-12 2$-110 6-10-3 6-11-2 0-t! T[ 1-4-0 4x4 = Dead Load Deg. = 9/16 in 1.5x4 II 7 6�� 5x8 4 8 ED 15 18 17 19 10x14 =4x6 = 44 = 3x6 11 JUS26 8-11-8 CSI. TC O.98 BC 0.98 W B 0.92 Matrix-MSH DEFL. in (loc) I/deft L/d Vert(LL) 0.46 19 >751 360 Vert(TL) -0.84 20 >412 240 Horz(TL) 0.15 10 n/a n/a BOT CHORD 2-35=-1244/2653, 21-35=-1244/2653, 21-36=-1224/2621,36-37=-1224/2621, 37-38=-1224/2621, 20-38=-1224/2621, 16-17=-1130/2647,16-40=-1132/2646, 15-40=-113212646, 15-41=-568/1301, 1441=-568/1301,12-14=0/287, 9-12=-29/282, 1243=-1039/2461, 10-43=-1040/2461, 10-44=-1172/2663 WEBS 18-20=-361/884, 4-21=-354/245, 4-20=-2172/4497, 7-17=440/1030, 8-17=-607/488,12-15=-573/1354, 17-20=-2753/5885, 8-12=-786/357, 6-17=-0345/2237, 6-20=-906/1755 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi4.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1050 lb uplift at joint 2 and 817 lb uplift at joint 10. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid ' panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8x10 = 1.5x4 It 4 9 13t4 a 48 0 1 0 2 Io d 14 3x4 = 30 28-11-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 194 lb FT = 0% 10) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 2-11-14 from the left end to connect truss(es) J3A (1 ply 2x4 SP), HJ7 (1 ply 2x6 SP) to front face of bottom chord. 11) Use USP JUS26 (With 10d nails into Girdgr 810d nails into Truss) or equivalent at 8-3-4 from the left end to connect truss(es) FG01 (1 ply 2x6 SP) to front face of bottom chord. n 12) Fill all nail holes where hanger is igcontact with lumber. 13) "NAILED" indicates 3-10d (0.548"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be " provided sufficient to support concentrated load(s) 172 Its down and 71 lb up at 2-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=70, 6-7=-70, 7-11=-70, 20-24=-20, 14-19=-20, 13-14=-20, 12-30=-20 Concentrated Loads (lb) Vert: 4=-2(F) 18=-711(F) 21=27(F) 33=-20(F) 34=-20(F) 36=-14(F) 38=-14(F) pcshy-IT— o t 'me'1.11g6l illlSi6fkll0-}fin3ll 1'.81f6[DIUIMIS Iwo IYjlCfih19 fi91ttRYtH Iu�yNdlMIP�PL-"uu'1M 4N4{fC'�it l!'{ftalp DR't"11 ' .1 rl't IDGnI(,ninlftl. iklagomanpas. �.tuf� 4 det Mtisony T.Tombo III, P.E. ILlskrsmS4rOats sSAksxIM@eifiChknit IS.Imm?6 sOpmeGs,'deml7FEsi mt Nr Shlba F•'h'1 �' s<lNeaCSvn:nod: jhseN:rN:turyatko..x.e,a,.d::a ae»cNn:wlmlo:use,ha.Naante:o asixadn:lzlmar�r:wmt.ne:lrTaaa:mnsle�fiun:+mT :he/hemn� �H.hm�o. ww:fi�mN:nNsam,a 44515t Lucie Blvd. ' n:W72gassipra26fC�dn.11lNhssdNhslD:nlSxpSertceNlpadussAlbix'4Sg6�Seelfihl,Miesmc(tOQplfikelrt9nlSl(AcstAnn:slhq:asdpilmals4ldeflNs&ngntil�esoltetiesdlrhNS�ti rruor;: nN:dlnssun:nnnN;:das Fort Pierce, FL 34946 etlmtssiefu�dirstsmtlslradgNle r!da IynlysmN h,slyd. Im s:ngesks [ed�SS h rirtq WNigOeslpn:aLautsnsa EtlRsp AsgM:lliq. dgNlodeSl hr¢; PI rsd�nl h irFl. (opyrighl02016A4AoofTsesses-WnyLTambeIIIJJ.&epsodaniaoaith;s�ommeal,inany form,isplohi6BelwithoanhewinenpesmissionIsom AJloofyrasses-Am600yT.lomboIII, P.I. Job Truss Truss Type Qty Ply A0141875 XCAS6512B A09 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:47 2017 Page 1 ID: TNN_bPVFxkOgSQLbhPavlyPVt4-yGLH3_EWXSEmeAsluw7pSmZDM5vOWMA1coBVKOylgyU -1-4-8 4-10-12 7-8-8 8r2i6 10-10-12 13-8-12 15-21 21-3-10 27-5.8 �8 4-10-12 2-9-12 -6-0 2-8-4 2-10-0 1-5-8 6-1-7 6-1-14 4.00 12 A 5x10 MT20HS-- 4x4 = 5x8 = 1 rvA 11 9v11 — 21 20 38 1 `1J9 40 18 41 17 16 42 15 14 43 1.5x4 11 4x4 = 3x8 = 3x6 = 4x4 = 3x4 = 3x4 = Dead Load Defl. = 3/8 in 5x4 II 0 Io 45 28-11-8 4--11 7 1012 24 3- 27-5-8 26-2-12 s r 4 2 912$2-8-0 4S3A 67 6-14 -90.12 0-8-12 Plate Offsets (X Y)— [2:0-8-8 Edge) [4:0-6-8 0-3-01, [6:0-5-4,0-3-01, [7:0-4-7,Edgel, [9:0-4-0 0-3-01, f 10:0-2-12,0-0-151, [10:0-5-15,0-3-01, [19:0-1-12,0-1-121, f22:0-2-4,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.30 21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.53 21 >661 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 184 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except- T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' B1: 2x4 SP M 30, B3: 2x4 SP No.3 B5: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER H Left 2x8 SP No.2 2-3-0 BRACING- q'OP CHORD Structural wood=sheathing directly applied or 2-2-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. Except: 6-0-0 oc bracing: 20-22 10-0-0 oc bracing: 13-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1407/0-7-8 (min.0-1-11) 11 = 1422/0-8-0 (min. 0-1-11) Max Horz 2 = -201(LC 13) Max Uplift 2 = -700(LC 8) 11 = -686(LC 9) Max Grav 2 = 1407(LC 1) 11 = 1422(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2143/1878, 4-5=-3145/2799, 5-6=-3095/2763, 6-7=-1767/1767, 7-8=-1693/1766,8-9=-185311765, 9-1 0=-1 824/1696, 10-11=-2334/2025 BOTCHORD 2-35=-1 331/1929, 23-35=-1 331/1929, 23-36=1318/1922, 36-37=-1318/1922, 22-37=1318/1922, 5-22=-344/376, BOT CHORD 2-35=-1331/1929, 23-35=-1331/1929, 23-36=-1318/1922,36-37=-1318/1922, 22-37=-1318/1922,5-22=-344/376, 19-40=-1469/1907, 18-40=-1469/1907, 18-41=-1839/2203,17-41=-1839/2203, 16-17=-1839/2263, 16-42=-957/1103, 15-42=-957/1103, 13-15=0/284, 13-44=-1787/2140, 11-44=-1787/2139, 1145=-1981/2284 WEBS 4-22=-127411479,19-22=-1796/2343, 6-22=-123411685, 6-19=-1461/1192, 6-18=391/338, 8-18=498/610, 9-18=634/684, 13-16=-890/1107, 9-13=-573/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 4, 6, 7, 8, 2, 2, 22, 5, 20, 17, 15, 10, 10, 23, 19, 18, 16, 13, 12 and 11 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 9 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 lb uplift at joint 2 and 686 lb uplift at joint 11. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard tws:apffavwsmyllrnnew Wil I lari TWES U r5na11 I'M6(DORM (JSI04 fitfYiiQrCE€Cul1E1r W. WtMip?—M-1 n¢leaksuN'rnnhsi;a mew®q(T[T'me8¢I¢I5nr1.Imla10,tLlev"Islealow, w Ldscs Adkise rddiw@e Too,nlr IbT¢Fsezasmrlfswssle0knettarlxibCpGsad. Asslrns0:sm. hiava[.:.�ea¢Ly GrunrRmc;MnaogiCgrgasnlswsrvpsa,dnspd¢:sfnd ngeasugr:s�ma3rrb; IhessysdmcsurHim:Iry�Noe11.!1CPnh,eNnlFFl.ra'Bsy�xveirn:, leihl nNGins. xrh,4':o[ Anthony T. Tombo 11I, P.E. ne rsedi Trns GrugUiB.+rGCengnstl:lordd Orra,de 0wseisafi¢mNegneu G:b1rm16y.�e,is de ashddlie�@e lxael'almitraIEirIssLMirlt tteenmd a'tis lCbntryfienmdwelnss,hMiny6e¢ll�,slnep,uArEdiwn7dmgsid G6.rn�nsie7iryd 480083 msbermyCssipassl Gstrs7rt.Wednsd'"n!ICC ni�r:eCkesnepielhnelttrkU rGgnnisa!,hl9e,nelan;i(SQIM;ke lrlll nfSlClmnMn:elbepadpi9aae.lPFl teFmesMregns�Trin nl6lindR:lnnC:sipgirenksip hjemndlnnpnAenney nMn4451 St. LUC1ci2 Blvd. smawas Ghmrirsrw,onepeedrynwwiam It ilrrues lndM.l'vr Gasbmn Gy¢saaEgrBe lrlliq mslpv,wLas; lldss Gl®sna!rgrtliq. an mndasa lws:mnaa9nlwmL Fort Pierce3494b topyrighl02d16A-lpadfnssss-AntbanyLfamboIll,P.E. Eepsodoniaoalibis dommem,iaenyform,isprohibitedwiihounbewrit,enpermissionfromA-1laaffinses-An6onyHombo111,P.E. Job Truss Truss Type Qty Ply XCAS6512B A10 I Roof Special Girder 1 1 A0141876 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:08:49 2017 Page 1 ID:_TNN bPVFxkOg5QLbhPavlyPVt4-ufSlUgFn23UUuUOh?L9HXBfbWvXA_GOK35gcPHylgyS e-11.8 1.0-0 4.00 12 Special 1.5x411 4x4 = 4x8 = Dead Load Defl. =1/2 in 5x10 = NAI ED NAI ED 5x8 7 8 4x6 14 5 6 HW1 3 1.5x4 11 2 4x8 1 9 n lur = Bx10nn 22 a 10 11 1,5x4 II 23 37 3839 40 1 t2 Ia Q 5x10 II 2x4 II NAILED 10x1 HJC26 48 21 20 41 19 42 18 17 43 44 16 45 15 14 46 3x6 11 10x10 = 4x6 = 4x4 = 3x3 If NAILED 3x4 = 3x4 = JUS26 8-118 28-11-8 2-11-8 7$-8 7-11-8 11-9-8 AN 174-8 24-3-10 2-11.8 49-0 5-0-0 7-2-2 3.1-14 1-0-0 0-8-12 Plate Offsets (X,Y)— [2:0-8-0,0-0-8], [4:0-7-0,0-2-0], [6:0-4-0,0-3-0], [8:0-5-0,0-2-0], [10:0-2-12,0-0-15], [10:0-5-15,0-3-0], [16:0-2-0,0-1-12], [19:0-3-12,0-5-0], [20:044,0-1-8], [22:04-8,0-541 f LOADING (psf) I SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.44 21 >797 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.78 21 >445 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code FBC2014rrPI2007I Matrix-MSH Weight: 190 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except' T2: 2x4 SP M 31, T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1,B4: 2x6 SP 2400F 2.0E 132: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W3,W4: 2x4 SP No.2 W2,W5: 2x4 SP M 30 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-9-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-13 t purlins. BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. Exc 6-M oc bracing: 13-15 WEBS 1 Row at midpt 6-19 cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 1948/0-7-8 (min. 0-1-10) 11 = 1627/0-8-0 (min. 0-1-15) Max Horz 2 = -188(LC 54) Max Uplift 2 = -1071(LC 4) 11 = -837(LC 5) Max Grav 2 = 1948(LC 1) 11 = 1627(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 2-3=-775/385, 34=-2858/1456, 4-35=-6896/3490, 35-36=-6896/3490, 5-36=-6896/3490, 5-6=-6795/3456, 6-7=-2799/1438, 7-8=-2657/1396, 8-9=-2616/1295,9-10=-1932/900, TOP CHORD 2-3=-775/385,3-4=-2858/1456, 4-35=-6896/3490, 35-36=-6896/3490, 5-36=-6896/3490,5-6=-6795/3456, 6-7=-2799/1438, 7-8=-2657/1396, 8-9=-2616/1295, 9-10=-1932/900, 10-11=-2734/1240 BOT CHORD 2-37=-1213/2607,23-37=-1213/2607, 23-38=-1184/2562, 38-39=-1184/2562, 3940=-1184/2562,22-40=1184/2562, 1942=-991 /2407, 1842=992/2405, 17-18=-991/2406,1743=-1169/2553, 4344=-1169/2553, 16-44=-1169/2553, 16-45=-469/1022,15-45=469/1022, 10-13=-234/502, 1347=-1046/2466, 1147=-1046/2466, 11-48=-1128/2688 WEBS 20-22=-366/861, 5-22=-354/337, 4-23=-501/324, 4-22=-2273/4557, 7-19=-260/552, 8-19=-326/483, 8-17=-51 /312, 9-17=-283/398, 9-16=-265/248, 13-16=-711/1566, 9-13=-798/442, 19-22=-2747/5757, 6-22=-1499/2874, 6-19=-421812137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 6, 7, 8, 12, 2, 2, 22, 5, 20, 18, 15, 10, 10, 23, 19, 17, 9, 16, 13 and 11 checked for a plus or minus 0 degree rotation about its center- 6) Plate(s) at joint(s) 4 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection ftothers) of truss to bearing plate capable of withstanding 1071 lb uplift at joint 2 and 837 Ib uplift at joint 11. 10) This truss has been designed for a moving �; concentrated load of 200.OIb live,located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 2-11-14 from the left end to connect truss(es) J3A (1 ply 2x4 SP), HJ7 (1 ply 2x6 SP) to back face of bottom chord. 12) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 8-3-4 from the left end to connect truss(es) FG01 (1 ply 2x6 SP) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0A48"x3.25") toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 lb down and 71 lb up at 2-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) 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: 14=70, 4-0=-70, 6-7=-70, 7-8=-70, 8-12=-70, 22-26=-20, 15-21=-20, 14-15=-20, 13-32=-20 Concentrated Loads (lb) Vert: 4=-2(B) 20=-711(B) 23=27(B) 35=-20(B) 36=-20(B) 38=-14(B)40=-14(B) Ir'"41—th. dlrntka M'Id rar,I BmsO;'SFeO'; 6EL411I01f esdeemGmNsiOYs'rih3'j10196t[PiufYi'Ivn lrtillhslp prehnsdral eks atis lrsnEesl3rUneuiQMyaol Nlitiorl.iuls m,?L lift" lhstldrew. LAsn ettniaimtimI','O,ulI IhMosaam odn"YdlkmtihrtkiMt.Is d:e Astinss Otsns kr�nh4ltu'�7Tslhie chs stun qip;r,Imstlsmsee�tdhslydtsshtdupsariy,npmdu.A tt ln4ysdMsn¢e Tsesstepmdntitlggmlr.tslnlFN.lSet<upad,opses, lmlhintflusc ssdsla/r : Anthony T. Tombo III, P.E. ' MnedrasTusshrniklN¢11sRempni5detdMOngEaC.xlsoalsdsdrym'usesiWHmrPn:ge,h3eudeddheR:,MlnWlaltx{klfuisdsaffil.11xeprtnidfi,IODndmlfieNrtedtleimxhdtlnitsuloysmgs,hsLOilwnikmnssvdllt4,n(tex3edld80083 M9,11q lissi�u kd rrt"dn, A6minsd sd'uIC Mn1AtIndasad1 e:r-1r.kbftg0eynnlSc4glder.h.4 IstsAl lrIF,.1WAm,dnims nnlhsd pitme.I&I isfimAm sAt seslnsb1iin sit on 0_spe,Toss Unit tiftounilnssXmhdnu,Nm t&Msekksis ttwece ab ohm 4451 St. Lucie Blvd. r• m n Wisher*aserthstlwrtrson�patbetrt:epsmsrn�otdltsrnTreustdurtr�sedegt�Imtmenoanwnrasatma:rt(rcml. (opyrigbI0told A-IRoof nssses- Ambonyl.Tamba III, FL Replodurtfnn ofth4d'onment, in any f, orm, is probilihad witbomthe w inen permission from A -I Roaf tisses- AnthonyL Tombo Ill, P.E. Fort Pierce, r134946 L � Job Truss Truss Type Qty Ply A0141877 XCAS6512B A11 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:49 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavlyPVt4-ufS1UgFn23UUuUOh?L9HXBfc7vZ?_GeK35gcPHylgyS 2-5--88 9-98 14-1-0 I 5-0-8 , 2067-8 ,21-1-10-8, 25 1--0147-4-0 4-3.8 4.00112 4x6 4x6 = 12 1.7 11 18 10 199 5x6 = 8x10 = 5x10 MT20HS= Dead Load Deff. = 5/16 in 3x4 = 20-7-8 9-9-8 19-1-8 19-10-12 9-9-9 9-4-0 0-9-0 -8-13 Plate Offsets (X Y)— [4:0-1-8 0-2-0) [5:0-5-8 0-2-8] [5:0-1-14 0-0-01, [11:0-5-0,0-3-01, [12:0-3-0,0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.48 11-12 >508 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.82 11-12 >298 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 128 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CH ORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 RRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, except end verticals. BOT CHORD figid ceiling directly applied or 7-9-4 oc bracing. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 6 = 1050/0-8-0 (min.0-1-8) 12 = 905/Mechanical Max Horz 12 = -238(LC 9) Max Uplift 6 = -546(LC 9) 12 = -432(LC 9) Max Grav 6 = 1050(LC 1) 12 = 905(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 124/1079, 3-4=-1232/1066, 4-5=-1481/131B,5-6=-1663/1368 BOT CHORD 12-17=-107/448,11-17=-107/448, 11-18=-477/796, 10-18=47W796, 8-10=0/308, 5-8=136/291, 8-20=-1228/1565, 6-20=-1228/1565, 6-21 =-1 203/1502 WEBS 2-11=-653/795, 4-11=-406/583, 8-11=-682/731. 2-12=-907/944 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 6 and 432 lb uplift at joint 12. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ' x'irul�Plaarfnka8t'At lu7r95S3iSEU5J'y9l'tLti:tn51Wr:'4iCit5lPStC11(E5!0'110ABAt'�J�FY:At'65a rE,Sp k54tprtsdntoe5eeltdnatts;nnC,.ipnt»npilUNntkf7etiagi.le»»gLrtlftnsutRrtlleh,ttu 0irs5 e5:5n055»el ntt?o6, ah W`6 nex;lw fl:tsslz,bt r5Ntn 6e IBE645nW.I5tCn55a0p4-i..'4KJ igw.x t'dOfX'ftuai tg1re1gfrpp5'0?WrwPokrsm{kLrsSigidedmNTStr, a re laa. fts"dd4i, Anthony T. Tombo III, P.E. sAsudhnUaniwmraidgluiwrrpaalWY!dtle0aee5,mCatiSveKa��drytdnae6>_'6g3ayz!,urreaMdt4e'[r,k,M,a3d Ord la:lnpaGxLIfIC negprtMd6fi:Dmi erySeidawd,di'a5L�5�du9 ttsF d+ap,i<.hl:msta¢dl�etsp SteGhe r..-4.60"f 80083 ' aelnsad iviy+r. m7raosnr:Baxf SBNl2Idtr'JB6drf[p(R2i15�j+f i�iUdfa Leld®1d1&(nia:55L+7 fdA6[b4n il$Crk3liil!dkr find$KrVail!ItNidfrt [Fa!d hT.Sfl^�Sd4ef!Fl itSjaSn°643Ii1}7fld(24IitI561Si�At, StiAQt4Ti 5gSM16{�SK9 'r.�diQ3tY, MUi 44515t. Lucie Blvd, eltmn tatd'eft(cCt7;7NdglFbn:ngltspfn55thtL BitaSSDtd}t&�us"r.6:t1314riapxsf5: t,a rnf}SgkoFEptrddap Fa.Gq „'�iliaedeie5m6:dfeed'anFl. Fort Pierce, FL 34946 Co ri 3125 ffiI6 A-1 lool Lnssss-AnlEnn i.lnmhnill, P,L PYto tobuinn ollbis dntnment. in any fum, is rob3tted.d600uhewrieen ewmitobom A-1 looliretsts- ArAhn l.lot"1n01: P YP P Y Job Truss Truss Type Qty Ply , XCAS6512B Al2 I Roof Special Girder 1 1 A0141878 Job Reference o tional Romer r russes, run Pierce,+M 34946, aesignLaliuuss^com ^ Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:08:50 2017 Page 1 I D:_TNN_bPVFxkOg5QLbhPavl yPVt4-MrOPhOGPpNcLVdbtZ2hW4OBjpJt7jj2U IIP9xjylgyR 4.60 12 4x4 = = 1.5x4 11 4x6 = 2x4 11 8 4 5 6 7 1.Sx4 IIx8 A— 4x8 . 29 rygl 2-2 31 21 32 20 33 34 19 18 35 17 36 4x8 11 4x12 = 2x4 11 6x10 = 4x6 — 3x8 = JUS26 Dead Load Defl. = 1/2 in 48 9 8x10 = e, 10 1.5x4 II 3 11 12 O IT 37 16 38 153914 40 41 0 3x4 = 4x4 = 3x3 If 28-11-4 LOADING(psf) SPACING- 2-0-� CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.43 19-20 >801 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.80 19-20 >432 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2014STP12007 Matrix-MSH Weight: 187 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B1: 2x6 SP 2400F 2.0E, 133: 2x6 SP WEBS 2x4 SP No.3 `Except' W1,W2,W4,W5,W7: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-7 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. Except: 6-M oc bracing: 13-15 WEBS 1 Row at midpt 3-19 cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 22 = 2216/0-7-4 (min.0-1-13) 11 = 1583/0-8-0 (min.0-1-14) Max Harz 22 = -257(LC 6) Max Uplift 22 = -1593(LC 4) 11 = -714(LC 5) Max Grav 22 = 2216(LC 1) 11 = 1583(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 1-22=-2076/1543, 1-27=-3764/1915, 27-28=-3764/1915,2-28=-3764/1915, 2-29=-3764/1915, 29-30=-3764/1915, 3-30=-3764/1915, 4-5=-28B/210, 5-6=-3169/1504, 6-7=-3181/1514, 7-8=-2487/1142, 8-9=-2556/1131, 9-10=-1881/751,10-11=-2575/1001, 3-20=-159/623 BOTCHORD 21-32=-2814/6060, 20-32=-2814/6060, BOT CHORD 21-32=-2814/6060, 20-32=-2814/6060, 20-33=-2721/5828, 33-34=-2721/5828, 19-34=-2721/5828, 18-19=1218/2919, 18-35=-1220/2918,17-35=-1220/2918, 17-36=-931/2407, 36-37=-931/2407, 16-37=-931/2407, 16-38=-385/982, 15-38=-385/982, 13-15=7/257, 10-13=-140/398, 13-40=-857/2327, 1140=-858/2326, 11-41=-1103/2768 WEBS 1-21 =-1 964/3914, 2-21=-581/468, 3-21=-2493/1084, 6-19=-286/240, 7-19=-231/455,8-17=-539/1258, 7-17=-1271/695,9-17=-184/282, 9-16=-260/192, 13-16=-565/1458, 9-13=-695/324, 3-5=-2213/1071, 3-19=4894/2338, 5-19=-1256/2743 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ: TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. ' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1593 lb uplift at joint 22 and 714 lb uplift at joint 11. 8) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 8-3-0 from the left end to connect truss(es) FG01 (1 ply 2x6 SP) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3') or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 351 lb down and 449 lb up at 0-1-12, and 94 lb down and, 48 lb up at 5-0-0, and 94 lb down and 48 lb up at .s 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 1-3=-70, 4-5=-70, 5-7=70, 7-8=-70, 8-12=-70, 15-22=-20, 14-15=-20, 13-24=-20 Concentrated Loads (lb) Vert; 1=-201 27=-228(B) 28=-190(B) 29=-54 30=-54 33=-368(F) aedey-nnss mrmegre.a. oe7ara:i lMStpt' (8p>iR3At1!LYf 601011lueS(JfjCYI Mr,1Ri;ElIUMEWPorn rrcttpte nr pasa rsn9 rnlaa4saRis rnss hnigaharhg{NCjmd9e rdhcrr.ksk m, rE rdann skrtMu:_ rd"'?.".rd"Je TC0•usp Hdsk« rpldrsskAknelixZtiGhpktdi.RnTmsU:sr,.eFgar;a0.e., tia�teskeitt•,e:smnsll r�mm,mte�saeaarrdessindnsk=igmp adertx�les.pde:wferm:rea�unerooutp,aenmt. tktagsnusptnzs�iesredeaoc31MMs - AnthonyT. Tornbo III, P.E. ' urn.dh$lm I:ivaiFpnm1trrrrSWgdad..R,&a..rrukndnmrrnluuapU:sge,k3tudnd su rtetGmtarots t�rrkmfid.tkgpmadsrmomwkuuderim,;wagtaaq mgr.kntra.apsoyssdkRxn4�iartpd 580083 a.uararotu� cib>k.en.mmts dmkmroe�dRenrKnrpddnndmkui�pr.Nsdmm�.rax�BgrdRkrlrrnoistonrdae�rxpaad�rae-mlixza.nspnenraarrdnr.;u au,Tro:su:�.tg enttne.amndRe:n ss 44515t lueie6lvd. dlmluietmdN.reeee;stpodrN.hrrr gyclpmrtsimhei.lksnss Dsty. kpmxis,rne k.u�q kdp,n,erross 5nse$rgmsa d.geruor.mnrndo-samxsmrcadnxumt Roof Losses-Anthooyi Copyright V 2016 Ad RoalTrasses-Anthony L Taisho 111,P.L Repmdudion ON$ document Fort Pierce, FL 3494b in any form, is prohibited without wcMenparmissionhom A•I . Tomholll, P.L . 1 Job Truss Truss Type Qty PIy A0141879 XCAS6512B A13 Roof Special 1 1 Job Reference optional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi I'ek Industries, Inc. Thu Nov 16 08:08:51 2017 Page 1 ♦r ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-qi aouMH 1 agkC7nA47ICldcktAiGkSBidXP9/T9ylgyQ 7-9-8 i 15-6-8 i 18-4-0 , 23-3-6 27-5-8 i28-11-8�30-3-8, 7-9-8 7-9-0 2-9-8 4-11-6 4-2-2 1-6-0 4x8 = d nn 117 4x8 = 4x6 = 3x4 = 4x12 11 1.5x4 II 5x6 WB= 3xB = 4x8 = 3x4 = 8z10 = Dead Load Defl. =1/2 in 5x4 II 0 I� ,o o m 35 28-11-8 7-9-8 15-6-8 41-_7 27-s:8 2a-2-12 7-9-8 7-9-0 s-010 s10 s 0-8-12 Plate Offsets (X Y)— [2:0-8-8 Edge] [4:0-5-0,0-2-0] [5:0-4-0,0-2-4], [11:0-2-8,0-4-0], [14:0-1-9,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.36 15-17 >973 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.77 15-17 >453 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) -0.09 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 162 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 31, T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, 133: 2x6 SP No.2 WEBS 2x4 SP No.3 ,jTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-6-0 BRACING- .TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: 10-0-0 oc bracing: 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1399/0-7-8 (min.0-1-10) 9 = 1416/0-8-0 (min.0-1-11) Max Horz 2 = -95(LC 13) Max Uplift 2 = -727(LC 8) 9 = -626(LC 9) Max Grav 2 = 1399(LC 1) 9 = 1416(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-349/151, 3-4=-2295/2034, 4-5=-2750/2556, 5-6=-3003/2823, 6-7=-2261/2116, 7-8=-1636/1482, 8-9=-2064/181 a BOT CHORD 2-29=1670/2086, 17-29=-1670/2086, 17-30=-1663/2088, 16-30=-1663/2088, 15-16=-1663/2088,15-31=-1550/1955, 14-31=-1550/1955, 14-32=-917/1092, 13-32=-917/1092, 11-13=0/285, 11-34=-1670/1974, 9-34=-1669/1977, BOT CHORD 2-29=-1670/2086, 17-29=-1670/2086, 17-30=-1663/2088, 16-30=-1663/2088, 15-16=-1663/2088, 15-31 =-1 550/1955, 14-31 =-1 550/1955, 14-32=-917/1092, 13-32=-91711092, 11-13=0/285, 11-34=-1670/1974, 9-34=-1669/1977, 9-35=-1798/2162 WEBS 4-17=0/272,4-15=-629/723, 5-15=-1355/1386, 6-15=-1325/1501, 6-14=-205/348, 7-14=-268/402, 11-14=-995/1131.7-11=-789(768 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,, h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 2 and 626 lb uplift at joint 9. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9rrtnp�FlnuMrt.¢Ipmerfv7d10SF r10i`S^k'd3y5[r31[1.7Y56UAtlncf>r8S10Yi 1C'f,P)!nr'r6�iP'eYili hra lurfrGsip rcr:WrMnde Y:u!'aslrettCai;,Wsxm;(rd";adsr l:nsrl.iukfy r.'.rr!:t i5hrtletae w. Gdtu mn.iur51:iu6e lCil,ulr ' IeTetwrarpWss'mTkrsel4;teit'Cp4rd14rirnsD:ux 6pwDila,Srynt76pu�F9:ssluayir�igsrmsmsDepRmrdns p+drsurJ u;u:ru;resrsa�ipk+klrsipdme m;4im:+ymda�la6uf/,aialNL frthtl7nsuaphse; lalmi¢s45us,rsmebei Anthony T. Tombo Ill, P.E. s:toeArD:Trrssla'sm4a'per;ISBemru,tslafdPorOnrt,ExO.uisoalohetgMn14:4iileq purye,hA.e wlulstl4eRC&rl!(allu foM LillignlsMnld. Ileen�srtld6elQUNu+fi:9ueottlrlmr; IsdrtiyMu'Itry rlcep,nsLlWiuul Fny sid!t:m:ra;re,Mii J 80063 f Iis rs4e,0eslpsr ml Geh;hr. lUules sNalu 1k10f!rdlenrMres nlriiernndmloWep G:7uslLhhlduorkm,4fSPt;dG^.ellrrflnl SIGes iAnerll brpmdpNrse.lnledmu Mrzyns�IoesndhnadlhrnrE!si¢e,ims ksip EqunntlrtssNmhhrn,Nm 4451 St. Lucie Blvd. ssm.tu afialMs(uamryeedynu v�oa Yp.tpvmesim6ei In lnn Detln fepaer is FrnrN:ulganyar,nlrastsp:hsrspmadm, ernDy. mrgnardrA=:o.rsa�rdmint Fort Pierce, FL 34946 (oppipbs02016h-IRaalfDsses-k6onyi.famhaIII, P.L Repmdarflanslibis dommtn,inDay form, isprohli hei0housrhewfitopefmissiDDfrom6-Ilauf rossn-Amhanyi.Iamb III, P.F. Job Truss Truss Type Qty Ply XCAS6512B A14 I Roof Special 1 1 A0141880 Job Reference o tional 1 Ruu, ! Pusses, run Pierce, rc 34946, oesignLal,rruss.com Run: tIAZU s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:51 2017 Page 1 4-11-3 4-2-4 1.6-0 ' 1-4-0' 46 = Dead Load Defl. =1/2' 6 4.00 F12 48 = 5x6 4x4 4 7 5x6 W 8x8 1.5x4 II 2 3 I 8 1.Sx4 11 1 9 10 Io ° , 29 17 30 16 15 31 14 32 13 12 38 35 412 II 1.5x4 'I I 3x8 = 3x8 MT20HS-- 48 = 3x4 I I 3x4 5-9-8 13-6-8 21-7-1 27-5-8 28-11-8 2 2- 2 S-9E 7-9-0 8-0.9 5-10-7 9 041-12 Plate Offsets (X,Y)— [2:0-8-S,Edge], [4:0-5-0,0-2-0], [5:0-3-0,0-3-4], [6:0-3-0,0-1-12], [8:0-1-14,0-0-0], [8:0-5-4,0-2-4], [9:0-3-9,0-1-8], [13:0-1-12,0-0-12], [14:0-1-9,0-1-12], 116:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-19 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.43 16-17 >817 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.78 16-17 >448 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) -0.06 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 159 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except* T3: 2x4 SP M 30, T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. Except: 8-4-0 oc bracing: 11-13 WEBS 1 Row at midpt 4-16, 6-16 cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 1396/0-7-8 (min. 0-1-10) 9 = 1418/0-M (min.0-1-11) Max Horz 2 = -95(LC 13) Max Uplift 2 = -726(LC 8) 9 = -633(LC 9) Max Grav 2 = 1396(LC 1) 9 = 1418(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 3-4=-2267/2010, 4-5=-3424/3099, 5-6=-3761/3461, 6-7=-2250/2098, 7-8=-1855/1703, 8-9=-2139/1868 BOT CHORD 2-29=-1665/2057, 17-29=-1665/2057, 17-30=-1655/2057, 16-30=-1655/2057, 15-16=-1555/1936,15-31=-1555/1936, 14-31=-1555/1936,14-32=-624/756, BOTCHORD 2-29=-1665/2057, 17-29=-1665/2057, 17-30=-1655/2057,16-30=-1655/2057, 15-16=-1555/1936, 15-31=-1555/1936, 14-31 =-1 555/1936, 14-32=-624/756, 13-32=-624/756, 11-13=0/283, 11-34=-1654/1973,9-34=1654/1973, 9-35=-2098/2449 WEBS 4-16=-1261/1448,5-16=-1643/1671, 6-16=-1834/2080, 6-14=-171/372, 7-14=-323/463, 11-14=1313/1503, 7-11=-566/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph;'HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 10, 2, 2, 15, 13, 8, 8, 17, 16, 14, 7, 11 and 9 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 4 and 6 checked for a plus or minus 4 degree rotation about its center. 7) Plate(s) at joint(s) 5 checked for a plus or minus 3 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 726 lb uplift at joint 2 and 633 lb uplift at joint 9. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bororn Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 4 coonr-Hnana„gryRn.neeuaenassan�<a? nur9assrwoman rou4wrslaepMIDMIrnmrmryt:I�pra �a„ipn,ua r�aa,ipml.wP;wmsloar.rl,e<e,rt.rsnss+mueen,r�I1v A.Inmannitcn.wr wtrta�m class,knkl, Vast eCuk,dm.ulTmsn E<pc siu snamyfspx �m,ssu�tta pnw msc�snams,d v,m,sn !glmr�atryn nlamgdaewprmcar�,l�roaemr.atotni. sxtrs,xuo,cac eturmauocu�smr ' pnthanyT. Tomb. [II, P.E. Waned ,rm,Wraryuldylsll,span:uryddomr,aaa.Kr,eakmal�dmnewu�on!paknead,mdnlncnlrtesowlmtkaasotmttla.rteeRmddnlmnwenfi!u.,dnermxmeea�rw:f,dayl.omlrm�skearamlkeeeeymsartra 80083 nereAfq�dgererd kG�aa. Nedes,mrdts R10un1@eratiarni pednnd7trkilSry kgeasl k!,h 161se5m9lSgrel4:kelrrl,of StUrn,dcaaabrp�d�dlml. iNli�ixsnensrnua' e,Wintie,dr�ImsO:rpe,Ta,s�Rlfge<ae:3inss �n�,m; ntm "I St. Lucie Blvd. IM!wlaftroelele:Ne0e1p'mdg111F YI&ttaydl rL'tlH MekN. Ik Iaif Ikdn 6i9ta II1Jrne rr:IanrQnlpFf,mToti �dlc6lCae! degk:l/14.3durtldpee Mai o1 rcdahta umr. (opyrighid)tQIdAdRoailmsses-AmhooyLionholll,P.F. Reprodumi000fthkdocument, in any hrm,isprohihbedwithourthewrittenpermissionfrom AdRoaf Tosses-AmhonyHomboIII; p.i. Fort Pierce, FL 34946 ,a Job Truss Truss Type Qty Ply A0141881 XCAS6512B A15 Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:52 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-IEBA6hHfL_s3lxlGgTj_9pH4e6anBb 1 mm3uG?cylgyP 28-11-8 t -1-4-8 3-9-8 7-8-0 11-6-8 18-4-0 i 24-4 2 27-0-0 28-2-1a 1 3-10-8 3-10.8 6-9-8 6-0-2 2-7-14 1-2-12 0-8-12 31 19 32 33 18 5x10 II 2x4 11 NAILED 5x8 = NAILED JUS26 NAILED 4x4 = 17 35 16 15 2x4 II 5x10 MT20HS-- 3x10 = 3714 38 4x4 = Dead Load Dell. = 7/16 in 0 0 o � Iq ,o N o 13 12 &B 41 0 3x4 = 3x4 II 28-11 8 t 3-9-0 7$-0 11.6-8 18�-0 24-4-2 t 27-5-8 28-2-12 ! 3A-8 3-10-8 6-9-8 6-0-2 3_1_694 0-8-12 Plate Offsets (X Y)— [2:0-8-0 0-0-8] [4:0-7-4,0-2-8], [6:0-5-0,0-3-0] [7:0-2-0,0-2-8], [9:0-2-12,0-0-15], [9:0-5-15,0-2-12], [18:0-2-8,0-2-12] 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) 0.43 17 >814 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.73 17 >474 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 175 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except- T2: 2x4 SP No.2, T4: 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.OE *Except* B3: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W9: 2x6 SP 240OF 2.0E W2: 2x4 SP No.2, W8: 2x4 SP M 31 SLIDER Left 2x6 SP No.2 1-9-0 BRACING- -TOP CHORD Structural wood -sheathing directly applied or 2-2-0 oc pudin, except end verticals. Except: 10-0-0 oc bracing: 11-13 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS . 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1441/0-8-0 (min.0-1-11) 2 = 1604/0-7-8 (min. 0-1-8) Max Horz 2 = 107(LC 12) Max Uplift 10 = -633(LC 5) 2 = -1064(LC 4) Max Grav 10 = 1441(LC 1) 2 = 1604(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/460, 3-4=-2401/1540, 4-29=-4810/2773, 29-30=-4810/2773, 5-30=-4810/2773, 5-6=-4810/2773, 6-7=-2570/1243, 7-8=-2565/1269, 8-9=-1994/889,9-10=-2726/1188, 11-13=-23/318,9-11=-147/392 BOT CHORD 2-31=-1454/2201,19-31=-1454/2201, BOT CHORD 2-31=-1454/2201, 19-31=-1454/2201, 19-32=-1440/2165, 32-33=-1440/2165, 18-33=1440/2165,18-34=-2898/5493, 17-34=-2898/5493, 17-35=-2905/5489, 16-35=-2905/5489, 15-16=-2905/5489, 15-36=-104B/2411, 36-37=-10413/2411, 14-37=-1048/2411, 14-38=-567/1293, 13-38=-567/1293, 11-40=-1058/2482, 10-40=-1058/2482,10-41=-1065/2391 WEBS 4-19=-472/246,4-18=-1489/2947, 5-18=-263/222, 6-18=-1025/658, 6-15=-3238/1902, 7-15=-477/1120, 8-15=-276/312, 8-14=262/205, 11-14=-494/1134, 8-11=-581/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 633 lb uplift at joint 10 and 1064 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 11) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 7-7-12 from the left end to connect truss(es) J3G (1 ply 2x6 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 7-9=-70, 9-10=-70, 12-23=-20, 11-20=-20 Concentrated Loads (lb) Vert: 4=1 02(B) 19=1 08(B) 18=-61 O(B) 29=35(B) 32=37(B)33=5(B) 9esisr-Flnuem �llrn,e+t5!R-t iOutlgSS8;YIJP eiF3f1 c9c156( S111,15M.01111M1[1K;1V.HQfWhr. rr.8rluin re!x9atMed o4tn"runt!C!!ip0[�ur(Ipt,!®dn!1NnrStail a F—F fi—sittito!m 68rn e2""'Mnn:im,nir iM!tr�rmtpinn tidlkuslnr nsigCkk!dl4rtresl!sge Egm!e{L!.sleaser BVn!xtllselnwpIDgrgmmsmarymndtlttNe:sm!l ushx�tesrceitfih, hrtk E!syod0eue�elm:rgeMn6:IDUulr,ndalnl.lklrl7t vseopxes, keiur«dGint, sr�tlDl Anthony T. Tombo III, P.E. nlrs!d Aslensiar raq 411'nlisle tesprs5:6hddn 6nn,3n6"!eisoalsind e,nnn!rnlfeg0 �pe,hle ederld6!IM ftelaesl la nnl9:iliryul!n1181. 8e enmddree 1g1a1 ery fi!9.udns lms; ieCetiyksdal dnep,uslsl:ennwr keel stdlle nentlmielard' =B0083 ' mtitmrl!p aE fu2dn. 11ahssds e41rC n1�psCmnl�7 rmd klnl£i6rp!a St ryldez!ti mQ 9lyd�alirR nl SlUendenelh is�dp8 e!.lnl fixtBto in 3Luf wlkGerdMlu!slripe,lnnk l!6jneellnntlud!1n!t,nls. 4451 it. Lucie Blvd. tnam!termdwe:«an!yoa9nunmaydlixtln m!h!t ik rna o!t�n r!fa!et isnrfl!rvnlq oe�yx!,elns;sEttra E!flea der/Hriof. marrdo-d taxi nits a 5nlaml. Fort Pierce, FL 34946 Copyright 11) 2016 Ad Roef6osses-Anthony Lbsnbo III, P.E. Reproduni"ofthis dotomeot, in nny form, is probibiled mhhoul Ao mhien ptswissionfron A-1 RnefLnsses-Anthuy T.lombe Ill, A.E. Job Truss Truss Type Qty ply , XCAS6512B A16 Roof Special 1 A0141882 Job Reference (optional) a , u u, ueslylt�w,d em uassztsst mun: o. i20 s Aug io zu 1 e rnnc 8.i2u s Aug 16 zul / Mi I ek industries, Inc. Thu Nov 16 08:08:53 2017 Pagel ID:_TNN_bPVFxkOg5QLbhPavlyPVt4-mQYJ11H61_wM5KSEAEDil pHaWwXw4Lw_jepY2ylgyC 6-3-8 10-7-8 14-11-7 19-9-0 21-3-0 6-3-8 4-4-0 4-3-15 49-9 4x4 = Dead Load Defl. = 3/16 in 4.00 12 4 5x6 2 III 19 4x12 II 1 1 10-7 LOADING(psf) SPACING- 2-0-6 TCLL 20.0 Plate Grip DOL 1.2� TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPl2007I LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except* B& 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-9-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-15 c puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Exc 10-0-0 oc bracing: 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 943/Mechanical 7 = 990/0-8-0 (min. 0-1-8) Max Horz 1 = -84(LC 17) Max Uplift 1 =-416(LC 8) 7 = -419(LC 9) Max Grav 1 = 943(LC 1) 7 = 990(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less exc when shown. TOP CHORD 1-2=-795/0, 2-3=-1622/1564, 3-4=-1309/1259, 4-5=-1326/1269, 5-6=-1477/1322,6-7=-1903/1690 BOT CHORD 1-19=-874/703,1-20=-1328/1469, 11 -20=1 328/1469, 11-21 =-745/91 9, 10-21=-745/919, 8-10=01309, 8-23=-1536/1759,7-23=-1536/1759, 7-24=-1383/1534 WEBS 3-11= 358/495, 4-11=-392/525, 5-11=-417/565, 8-11=-640/620, 5-8=-198/294 1.5x4 4x4 4 3 5 8x10 = 6 1 7 24 ' W3 B3 " 0 Io 0 20 21 10 22 9 Im 0 5x12 = 3x4 = 4x4 II 8 21-M a 19-9-0 9-1-8 0-0 0-94 -8-1 1-8,0-2-01, f6:0-6-3,0-2-81, rl0:0-2-0,0-0-81 fl1:0-3-80-3-01 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.75 Vert(LL) -0.3811-14 >671 360 MT20 244/190 BC 0.94 Vert(TL) -0.6111-14 >419 240 WB 0.85 Horz(TL) 0.04 7 n/a n/a Matrix-MSH Weight: 114 Ib FT = O% WEBS 3-11=-358/495, 4-11=-392/525, 5-11 =-417/565, 8-11 =-640/620, 5-8=-198/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 1 and 419 lb uplift at joint 7. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard tisrt:~q•8emt hr ^!;q;e!kxtit Ali?5t710SiU(58(2'd 0A0st?lt.YSS(UIGkiA6tC1tC✓1,;'Fg!Oi3.sA5R�5EYi b..rrtllk*J.M'edtMrdrans;msit;tpa"gilwj'dSa}pWI. bebaPo,liUMsm shdiftl eu, um embi fled"at M ftly giou-Jalb!fs"Is vw.6etMai"14A;eFssh:p bgbwux'Slte"tn`lt Iwo es loh; tari6,60Pd(x tiasitlrnsd>lmedmktl9Dnlpu[a 1144. 8416ryt mmuo wln—d::ns, vidrp y T. Tombo III, P.E. vim ON' (nu(mmlMdoquVW6,14adta7urmrd1114.rm911t,ddstlammdsturtdseltmt„axdas�rq.mn;a,amemndl,gkcdt�empntd� 80083 aenmrctg:sw(maudatct,sewoatra�drxgnsttffdv ats[n rt esdtt cmut(vgutygtr,�dst�att6 a(m �dm,mtd€ema.ttgm cttMdnm<atxm6m7«,tR,asRttpwee'nni mr,mtmt 44515t.0083 Blvd, oetd6edtsmd&fe(merJ gmd gmkadegbregqmdm bmhd 1elmsOmipBgtmxiE�O.d:IrKtgml�X,mhmti{tftPIESRtmdserbted�ag, d1¢gria;ddiresmt: d?mda18d. Fort PiercLudee, FL 34946 [oplrigbi02016 A-1 Roofltosses-Amhedfl.lombo III, P.I. ieproduttion olthif datumed.in coyfnma, is pmAibittd.itbeel the sotirn pumissianhom"loodlressts-Anlbasyl,lwbo III: P.E Job Truss Qty PiyXCAS6512B A0141883 A17 7,uss 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Aug .16 2U1 / Nnnt: 8.12U s Aug 1 b 2U1 / mi I eK InCuslnes, Inc. Thu Nov 76 08:08:ov 26 i / r I D:_TNN_bPVFxkOg5QLbhPavl yPVt4-EcGwXNJvtb6m_FvfoulSEEMSGwGmfhl3DNNN4L 4x4 = Dead Load Defl. = 3/16 in 4x12 II 5x8 = 4x12 II LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.76 Vert(LL) -0.41 8-15 >628 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.65 8-15 >392 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) -0.08 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 97 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS _ 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-9-0, Right 2x8 SP No.2 1-9-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purins. .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 uide. REACTIONS. (lb/size) 1 = 954/0-4-0 (min. 0-1-8) 7 = 954/Mechanical Max Horz 7 = -85(LC 13) Max Uplift 1 = -421(LC 8) 7 = -422(LC 9) Max Grav 1 = 954(LC 1) 7 = 954(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-780/0,2-3=-1638/1580, 3-4=-1339/1285, 4-5=-1339/1285, 5-6=-1646/1587, 6-7=-821/0 BOT CHORD 1-17=-859/701,1-18=-1342/1483, 8-1 8=-1 342/1483, 8-19=-1350/1492, 7-19=-1350/1492, 7-20=-8701708 WEBS 3-8=-342/480, 4-8=-366/520, 5-8=-350/489 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; 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 D6L=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 lb uplift at joint 1 and 422 lb uplift at joint 7. 8) This truss'has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard .Zt esa44knoupol mkr 8a'Al rgri DArv'; StIS3'y EFRArt?.[9:8tU5tiit7iS:iilidl('C!!ujt:ul9lr. il7'1uv.tndllecj�rreSstswerzee N!fntts'rtn Ceip insiar lCEjeit`ss7srics!1.±e.bm.PlUlneen Skakrercste Mns ftVa#a-tnleTM.IJ @i':ei usrJm pWn zts»MnsdFw 5eltG6pn:a 6srHtt:evp ew(ia,!±aa1f(rspmiyS9 ae�.gsylCOtertue.artu !i Dr cefitmel!ap,terlynyns:�t6f fa[vGap+dMtirlilo5t igiaH4Dtle s4gtth. a1114. iuhMyrn:espre�.lasisp:rJlFfr;,sxM w! Anthony T. Tombo 117 RE, ednesrdns rn skre7k96aguarresµavtundNs O.sw, e.nrsar.wkapaaanra>:rmrr:inn,kr�tasmi±w,x±xw,��a±t tmr; le>:dou. iva�araamrnr�snJgru ate=n,u �Nw n-� ,3<edxm.ds tuir,rwrr::«nuarx 380083 #xlmLarSr;iy ze!(md�'er. Sgwvssaal�flsP8st4ssa#zsmtp h§mltaetallxr6e�mSkhh to smx;l@;piliaaib tleslll.lmnFnudlr rrxntpilw�. ifllk4aes#a resJsrrxsnod#usf'.6efnn Wa�sr: ¢ra Asi<xr Brun uerm,w�kens,ata: 4451 st Lude Blvd. ngaMsede±nasite(r rl sye<sgN4rn1b7sr diruaana�M. lslmsWphtWw. 514e twtup wu®x,m<rnnsrshnlgleraamlator, l3�iU:aeexcfmr: dfaad aAp6±. Fort Pierce, hl 34946 aphis damiaeat. in any lasm,isprnhihistd+bfiaaThe writ±enpefessitnhomA-1 tatilrassts-Anthetyl, lnmEnAI,P.L Job Truss Truss Type Qty Ply XCAS6512B A18 I Common 1 1 A0141884 Job Reference o tional 12 5x6 3 1.1 II 2 1 4x12 11 LOADING (psf) SPACING- 2-04 TCLL 20.0 Plate Grip DOL 1.21 TCDL 15.0 Lumber DOL 1.2! BCLL 0.0 Rep Stress Incr YE: BCDL 10.0 Code FBC2014/TPI20M LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-9-0, Right 2x8 SP No.2 1-9-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 o purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS. (lb/size) 8 = 951/Mechanical 2 = 1054/0-4-0 (min. 0-1-8) Max Horz 8 = 107(LC 16) Max Uplift 8 =-421(LC 9) 2 =-541(LC 8) Max Grav 8 = 951(LC 1) 2 = 1054(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 2-3=-724/11, 3-4=-1619/1564, 4-5=-1329/1277, 5-6=-1331/1278, 6-7=-1638/1581, 7-8=-823/0 BOT CHORD 2-19=-798/668, 2-20=-1284/1462, 9-20=-1284/1462,9-21=-1304/1485, 8-21=-1304/1485,8-22=-8307703 WEBS 4-9=-327/468, 5-9=-359/517, 6-9=-351/492 1.5x4 4 20 10-7-0 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:08:54 2017 Page 1 ID: TNN _bPVFxkOg5QLbhPavlyPVt4-EcGwXNJvtb6m FvfouISEEMRNwGgfhn3DNNN4UylgyN 10-7-0 14-11-0 21-2-8 4-4-0 4-4_n - R-I-R 4x4 = Dead Load Deff. = 3/16 in 5 1.Sx4 6 5x6 7 Jy 1 8 132 9 21 22 5X8 = 4x12 11 21-2-8 CSI. DEFL. in (loc) I/defi L/d TC 0.81 Vert(LL) -0.41 9-13 >628 360 BC 0.95 Vert(TL) -0.65 9-13 >390 240 WB 0.20 Horz(TL) -0.09 2 n/a n/a Matrix-MSH NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will.fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 lb uplift at joint 8 and 541 Ib uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 101 Ib FT = G% timF3•flnutFusr,Y}rnwxtlr'AI t8u:7lNS:iiSE11Q'}H191I iEtuSitUY�iigS lPt@N.i'q!R'If:ss9plEDFistli"fuo.[nd!/ttptcrxm!faifaeW!;alzf;R14C»ilnsreieillCL nit�knrr!1.iaaoO,tiUM1¢u Sktlhhft 9L t'�hSsdxirs4>�:dpd?iCL,[tly W`:eiamr6ryYt3 sh*Nnsdlasx@8w4s ees4 Ase1zslhUp Ee[ie ayi e.geusry iglnrw;,3e sRluw[16enprsrGfaxuira:eaM.afrsirad!giaeVy:npus3ilrytmtx{nytd6e ueibLns i:yitdallr nDaW;ttld. iuWbtpetwrycsf, Issrsy rcrrrtres, ugriiy Anthony T. Tornbo ltl, P.E. ' adeusitlnfarlMmetxt4rriuserr.(astlraua'�O,m,5s6srNtvGSmudgetlen5q{e:✓:q;ssrt,utiera'ate`tk!1f,3,t9tWdslndidtaiteLmilfFl.ragpa!dddelMery5elEaudie;ercyar&inyf�fnc[.m!ge,s9etaxalisegsmHhaspeuti3[d #60083 #t i+dliri=e:yscc ed[Harlin-l9uvsstlatcrki:6ae4s[ratssad{+tl:Pmn><fnt 6siardWet t3ar¢rour,7[N'10,W4 toedStu is. �Fuyrrilpilaa. T1.1 ;fa teyu:m[dnutMusrfni;rssMigsr.[msAtcg fspaer�l?rtss Y,¢drEna,wlesc 4451 5t. Lucie Blvd. riaeisr.d5aeititfa rtsgndost4a l.Nislan4rel!rL ihl!rss0esi�(etdesis@Ot liwaluspe'v trrsslfsltn&iurudmidtnt l.Cuihrgedtna:smad x:laR64 FCYC Pierce, FL 34945 Lopyrigit Q 2016 A-1 Anailsesses-Ambeayl.Tomba 111, P.F. Ileprodetlion d1hi;s domment in any rem, is probibited.itkol the wrieen permissionSom A-1 loaf tresses-Aalbenyl. lembe llLU. TrussA0141885ss Truss Type QtyPlyAS6512B 5 rXoC—b B016 HIP GIRDER 1 2 Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:57 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-fBx39PLoAWVLddDTOJ9st_xQ7luswQWvLc1 hpylgyK �1-4.8 6-1-8 : 11-9-12 ! 17-4-4 W8 W-8 :29-2-830-6-6 1-4-B 6-1-8 S-B-0 5-6-8 .4 48-0 1��� NAILED NAILED NAILED Dead Load Defl. = 3/8 in NAILED NAILED 3x4 = NAILED NAILED 4.00 12 5x6 = 1.5x4 II 3x8 MT20HS= NAILED 4x8 = NAI ED NAI ED 5 NA ED 4 7 285 29 0 1 2 7 33 3x6 8x10 = 1.5x4 II 2 8 1.5x4 II 9 0 1 10 0 0 `o 46 47 19 34 18 35 36 37 17 38 39 160 15 41 42 43 14 44 13 12 45 3x6 II 5x6 = NAILED 3x8 = NAILED 5x6 = NAILED NAILED 4x4 = 3x4 11 SKH26R NAILEDNAILED 3x4 = NAILED 3x4 = NAILED NAILED SKH26L 29-2.8 17-4-4 23-0-8 27.8-8 28.5-12 5�-8 5-8-4 4-8-0 9.4 ' Plate Offsets (X Y)— [3:0-1-4 0-2-81 [7:0-5-00-1-12] 18:0-5-15 0-2-12][8:0-2-12,0-0-151,[19:0-474,0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.34 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.53 15-17 >655 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) -0.05 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 370 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' B& 2x6 SP 2400F 2.OE, B4: 2x4 SP No.2 WEBS 2x4 SP No.3 'Except* W6: 2x4 SP No.2, W1: 2x6 SP No.2 QTHERS 2x4 SP No.3 BRACING - TOP CHORD _ Structural wood sheathing directly applied.or 3-5-13 cc purlins, except end verticals. •BOT CHORD Rigid ceiling directly applied or 7-11-2 cc bracing. Except: 10-0-0 cc bracing: 11-13 REACTIONS. (lb/size) 19 = 2415/0-3-8 (min. 0-1-8) 9 = 2450/0-8-0 (min. 0-1-8) Max Horz 9 = 63(LC 4) Max Uplift 19 = -1513(LC 4) 9 = -1493(LC 5) Max Grav 19 = 2415(LC 1) 9 = 2450(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4806/2899, 3-25=-6664/4133, 25-26=-6664/4133, 26-27=-6664/4133, 4-27=-6664/4133, 4-28=-6664/4133, 28-29=-6664/4133, 5-29=-6664/4133, 5-30=-6664/4133, 6-30=-6664/4133, 6-31=-6661/4122, 31-32=-6661/4122, 32-33=6661/4122, 7-33=-6661/4122, 7-8=-3231/1925, 8-9=-4730/2733, 2-19=-2294/1496 BOTCHORD 19-34=464/759, 18-34=-464f759, 18-35=-2616/4477, 35-36=-2616/4477, 36-37=-2616/4477, 17-37=-2616/4477, 17-38=-4008/6661, 38-39=-4008/6661, 3940=-4008/6661, 16-40=4008/6661, BOT CHORD 19-34=A64759, 18-34=-464/759, 18-35=-2616/4477, 35-36=-2616/4477, 36-37=-2616/4477, 17-37=-2616/4477, 17-38=-4008/6661, 38-39=-4008/6661, 39A0=-4008/6661, 16-40=A008/6661, 15-16=-4008/6661, 15-41=-2702/4559, 41A2=-2702/4559, 42-43=-2702/4559, 14A3=-2702/4559, 14-44=-1529/2587, 13-44=-1529/2587,11-13=0/285, 8-11=-313/608, 11-46=-2519/4371, 9-46=-2520/4371, 9-47=-2246/3928 WEBS 3-18=140/284, 3-17=-1533/2471, 4-17=-814/775, 6-17=-352/39, 6-15=-802/756,7-15=-1479/2377, 7-14=0/489, 11-14=-118812034, 7-11=-1776/1089,2-18=-2227/3751 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 raw at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1513 lb uplift at joint 19 and 1493 lb uplift at joint 9. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use USP SKH26R (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 6-1-8 from the left end to connect truss(es) HJ (1 ply 2x6 SP) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 13) Use USP SKH26L (With 16d nails into Girder & NASD nails into Truss) or equivalent at 23-0-8 from the left end to connect truss(es) HJ5 (1 ply 2x6 SP) to back face of bottom chord, skewed 45.0 deg.to the left , sloping 0.0 deg. down. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-7=-70, 7-10=-70, 13-19=-20, 12-13=-20, 11-22=-20 Concentrated Loads (lb) Vert: 3=-108(B) 7=-74(B) 16=-38(B)18=-187(B) 14=-248(B)25=-119(B)26=-119(B)27=-119(B) _ 28=-119(B)29=-119(B)30=-119(B)31=-119(B) 32=-119(B) 33=-1 19(B) 35=-38(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-38(B) 41 =-38(B) 42=-38(B)43=-38(B) t9nrn1-Ilea em.¢Irrtuesrese'LIt0.7 rtAL8�i!8?.9i311 r!W56[dsmRCSrOfrOY{'16r1j3117;ff,ELbYGrhra tridrWip µ�.3aent merte!u(a, toss relipNsrurllls:,mllFe tnfwlLlralv0!,rf.leMn.�Skrtdne.0 Gehnnln•!!ersdnlEe 160,Wt 16T!Imaehrplmss'edkenlfnCe taanle edi.4tln,sgnee hrtaa§x,1IenLTFE!!r!r.9"�na!116;sort:almsegtnstdAtryF'e:sissilershn:u}ralanl!tlrhrte resgsdCesoytTm:tgiasl�6eI00nII,nta1FFLTctagossaeMns,luiuiadeints 7ilu¢ Anthony T. TOr11110 III, P.E. M nesllt¢Tmslarmrki8!ji!rts segmiStlAtdM Rnrt,Btd+en's eaderinlgemn5:redlrr da�pa,h'uanedd6e BGtle ittalfala.Ayr.9iaresNWitld. thepRsnyn!iWiryd . 4 80083 MUa6q 0:siga at 6Aedrt. holes sdeft WDdnld:rndats nititriidf W4,16ip!el 1! in Will] ce!dnsnel6rgxyd pit— Ilslidats@engns57an n/htlndlL•Lrs;O_n'na;Tmsge!ip',yaennilsess Yrnfidner,e+Ins 4451 St. Lucie Blvd. dte:w{S1 MwdlyerwamegMgnwrG{gc73xrin inds!t IN inn Dedn 6r�ais Glfek G'Jih1&sipa,wLnsrssinc 6pne!rfnrNlRq. 9lmoRestl—wnib 1. i1t1. Fort Pierce, FL 34946 (opysight02016A-IlaalTmsses-Anlhodyr.lamboIll,P.E. Reprabdiaaatihisdommeot,ioanyhem,ispsahibhedwhioutihemittaapermissiaahamAdRaolTmsses -Aa Dayl.lomballl,1`1. Job Truss Truss Type Qty Ply XCAS6512B B02 I Hip 1 1 A0141886 Job Reference (optional) 4x8 = 4.00 F12 4 5x6 1.Sx4 II 2 3 1 25 26 15 4x1211 1.5x411 LOADING (psf) SPACING- 2-021 TCLL 20.0 Plate Grip DOL 1.2 TCDL 15.0 Lumber DOL 1.2; BCLL 0.0 Rep Stress Incr YEI BCDL 10.0 Code FBC2014frP12001 i LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 e purfins. BOTCHORD Rigid ceiling directly applied or 4-5-12 oc bracing. Except: , 10-0-0 oc bracing: 10-12 cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 1394/0-3-8 (min. 0-1-10) 8 = 1444/0-8-0 (min.0-1-11) Max Horz 8 = 75(LC 16) Max Uplift 2 =-741(LC 8) 8 =-743(LC 9) Max Grav 2 = 1394(LC 1) 8 = 1444(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less exi when shown. TOP CHORD 2-3=-476/83, 3-4=-2405/2090, 4-5=-2816/2571, 5-6=-2816/2571, 6-7=-2015/1888, 7-8=-2430/2061 BOT CHORD 2-25=-1078/1042, 2-26=-1749/2188, 15-26=-1749/2188, 15-27=1744/2190, 14-27=-1744/2190,14-28=-1717/2191, 13-28=-1717/2191,13-29=-1037/1207, 12-29=-1037/1207, 10-12=0/290, 7-10=-43/252, 10-31 =-1 807/2242, traar�i-n:sn2unS0pn.ln r><�t naos lmss6; x!u r nlsu sins s e�colna ILTtt,omehrple2s slellknelWr2,1rC1,l,ide. Is,has oa.; FyaawSU,�e;u ' nl uedeesisnsfa!agpl�ytsa,inpnsJ�lildAx C.nr,trf ar,ei,eAsrPoNeP, Ii,G1r�a:sigerae 6,5,a,,. low" Wm h ls:la0,42e irtenniiii'm 11 ,en>'InkRrellrrredsaa rgcdgah ne g ItdlP:uu YnhN. lh irm De4w 6p (ep 010241d4-IRaoiTnsses-AethonyUombaill,P.E. Repiedudiaa 27 1.5x4 II 14 5x8 = o., cU a rtuy ro cUv sysn ex ID: TNN bPVFxkOo5QLbhPavlvPVt4-fF 28 4x8 = 6 Inc. Thu Nov 16 08:08:57 2017 Page 1 rVLridDTOJ9st-yL71gsyOWvLcl hpylgyK Dead 800 7 1.5x4 L—.�B 9 13 29 12 11 30 32 3x4 = 4x4 = 3x4 = 29-2-8 z7-e� z -s 2 6 6-0 041-12 -1ZI,I/:u-Z-1Z,u-U-15l.1/:U-5-1b,0-3-01 [14:0-4-0 0-3-01 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.83 Vert(LL) 0.2714-15 >999 360 MT20 244/190 BC 0.86 Vert(TL) -0.5514-15 >637 240 WB 0.59 Horz(TL) -0.15 2 n/a n/a Matrix-MSH Weight: 160 lb FT = 0% BOT CHORD 2-25=1078/1042, 2-26=1749/2188, 15-26=-1749/2188, 15-27=-1744/2190, 14-27=1744/2190, 14-28=-1717/2191, 13-28=-1717/2191, 13-29=-1037/1207, 12-29=-1037/1207, 10-12=0/290, 7-10=-43/252,10-31=-1807/2242, 8-31=-1807/2241, 8-32=1894/2257 WEBS 4-15=0/271, 4-14=-586/839, 5-14=-531/606, 6-14=-604/810, 10-13=-700/1007, 6-10=-542/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf: h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss t0 bearing plate capable of withstanding 741 lb uplift at joint 2 and 743 lb uplift at joint 8. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Yp-tOfir'?tADi061[QillJrfuo. ko'butep—dri,u(,w Whsitis rnss rer(POn.ap'adnr edlApr Tube N, rt. tdemes MIduem rd:amla istmlNmlk tCD.,dp =rw9es�aary laorgrcsms soar.rpm,dmpnkniudtg.�rurnspa:�tnn.armluipdax smarms hilOxaralDredp.ntuml INImPn:rgcns. ux{ap uNCi,c,suTssuap Anthony T. Tombo III, P.E. win o~«,he.umade,u e,lrwrw tr�inynrwma.6eyp�ddarmrwne:a.udmr.s:emr�tnayw p odea.aaalnaen<.Fmwatd z80083 1 GeynnlSt,ryldaxela,a6PPla:kllrmalSD[As,rdaer.N}xi:Md Pil,xe.lhlldms,2, nspnvhlAn nikaesdMLessr:ilPs,Trtss de:ry,{rxe,unlrnsspmeawn, nhss : 4451 St. Lucie Blvd. Ire,WtlUy arsiPa;wLcst$sna 0paa a!ngNiny.IDaimme!!extmnadlntrcl4t. Fort Pierce, FL 34946 dommam, in any form, it prohihitedwubootthe sninen perninionhom A -I fiaof crosses-AathanyE Tanba III, P.F. Y 0' Job Truss Truss Type City Ply A0141887 XCAS6512B B03 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:08:58 2017 Page 1 I D:_TNN_bPVFxkOg5QLbhPavl yPVt4-70VRMIMQxgdCTsCQ 1jgOP4W89Xe1 bSvf8?LaDFylgyJ -1-4-8 5-10-9 10-1-8 i 19-" i 23-311 i 27 8 29-2-8 30-6-8i 1�-8 5-10-9 4-2-15 8-11-0 —0 �4-5.0 ' 1-6-0 ' 1�-0' Dead Load Defl. = 3/8 in 5x10 MT20HS- 4.00 12 5x10 MT20HS= 3x8 MT20HS= 3x4 = 4x12 II 3x8 = 4x10 = 3x4 = 29-2-8 10-1-8 19-M 27-e-8 I_A2 10-1-8 8-11-0 8-8-0 -9.4 1 oa-12 Plate Offsets (X Y)— [2.0-8-8 Edge] [7:0-1-8 0-2-0] [8:0-5-15 0-3-0] [8:0-2-12 0-0-15] [13:0-0-0 0-1-8] [14:0-2-11 0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.37 14-16 >960 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.73 14-16 >478 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) -0.13 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight: 165 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* - 131: 2x4 SP M 30, B3: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc -pudins. BOTCHORD Rigid ceiling directly applied or 4-6-2 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at micipt 6-16, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1397/0-3-8 (min. 0-1-10) 9 = 1441/0-M (min.0-1-11) Max Horz 9 = 91(LC 16) Max Uplift 2 = -731(LC 8) 9 = -730(LC 9) Max Grav 2 = 1397(LC 1) 9 = 1441(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-595/194, 3-4=-2384/2190, 4-5=-2276/2061, 5-0=-215B/2053, 6-7=-2294/2083, 7-8=-1920/1695, 8-9=-2530/2183 BOT CHORD 2-26=-1 132/1096, 2-27=-1 855/2161, 16-27=1855/2161, 16-28=-1659/2127, 15-28=-165912127. 14-15=-1659/2127, 14-29=-919/1165,13-29=-919/1165, 11-13=0/301, 11-31=-1910/2332, BOT CHORD 2-26=-113211096, 2-27=-1855/2161, 16-27=1855/2161, 16-28=-1659/2127, 15-28=-1 659/2127, 14-1 5=-1 65912127, 14-29=-919/1165, 13-29=-919/1165, 11-13=01301, 11-31 =-1 910/2332, 9-31=-1910/2331,9-32=-1692/2040 WEBS 5-16=0/311, 6-14=-49/351, 7-14=-254/387,11-14=-1068/1164, 7-11=-607/650 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 5, 6, 10, 2, 2, 13, 8, 8, 16, 4, 14, 7, 9 and 11 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 15 checked fora plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731 lb uplift at joint 2 and 730 lb uplift at joint 9. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard rnw;-Flassees u;.em(�'kuas, rrusrs!1r�a;rn3ulasseelrwnen(as*ua;'rett'lufiroe(ofin:fir(ua rerarhsie PM*fifirmle-I;,loss Itsponxiry{@Cy¢IMha.1I.lerfs m,rLre!cnaSMndnem. 4ehuetmoereeln6e mo.ury WTA, 11&samkevlwr�elxurem:( Iserrnsoe a6; gt� .ye,sgEEsi d.ee Mnm;TC e9muhwergagedU PdeseMedu;uvrgee:puddh4 h4 $dOe h;eim Iq� erslCOnIF rr1. r�hsgenmr ux ata;se�inu wnsunr AnthonyT. Tombo III, P.E. ui aeei normsWreg4{6+a;It Re rnpnt5:ligdEnOnrt,hCnn's eRMmde;ema perw1fnP On�a,h'leuetedalN, U4�e il(nifoe Inel S�ilfiryroHnl Rli. R,,n nla!Gr IDOnI®y fieBru Ane rms; irdeFiykei(uy,Inyb�s(el:dimev/hn:ry sad'Ce tkngniiiiiq el 4 80083 ' M1e53:Ir�Desi;arclhebe r.l0esteestled'uCnrCCul@epu!imnlpieeNnAt44i16eiGrpcealSlenl selan;l6r�PelfiielyiPlnll6GeeiAnerl/br�sdpihce.ir4ltdnes&ens;nsiil nnlMneAn:lus:Uespn:Lrrenr:��(yr<nonncsc,�(uma:odm 4451 St. Lucie Blvd. etlu+meh6slMe(vnmepedgrea n[aM, r7 Pcnes n,dr:I lie fn;sCes!�G;ieu is E�Ifle rxl(m;Cetlnn;nLns9deshp3edm,Frllhq.IDailkdeNlnumeslfiedslrrl' Fort Pierce, FL 34946 � (o�yrigh194Q14 A -I rualLasses-Acihoori. iam6a III,P.F. Repralo0iaa alihisdommen, inooykrm, ispmhailzirBhom t6emfien pemissiaetmn A -I iaalinsses-Aet6onyLTanholll; P.[. A4 Job Truss Truss Type Qty Ply r XCAS6512B B04 Hip 1 1 A0141888 Job Reference (optional) 4.00 12 1.5x4 4 5x8 1.Sx4 II 2 3 1 26 27 4x12 II LOADING(psf) SPACING- 2-0-1 TCLL 20.0 Plate Grip DOL 12 TCDL 15.0 Lumber DOL 1.21 BCLL 0.0 ' Rep Stress Incr YE: BCDL 10.0 Code FBC2014lrP1200i LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 `Except' B1: 2x4 SP M 30, B3: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 a purlins. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. Ex 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 6-16, 11- cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 1397/0-3-8 (min.0-1-10) 9 = 1441/0-M (min.0-1-11) Max Harz 9 = 91(LC 16) Max Uplift 2 =-731(LC 8) 9 =-730(LC 9) Max Grav 2 = 1397(LC 1) 9 = 1441(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 2-3=-595/194, 34=-2384/2190, 4-5=2276/2062, 5-6=-2158/2053, 6-7=2294/2083, 7-8=-1920/1695, 8-9=-2530/2183 BOT CHORD 2-26=-1132/1096, 2-27=-1855/2161, 16-27=-1855/2161, 16-28=1659/2127, 15-28=-1659/2127,14-15=-1659/2127, 14-29=-919/1165, 13-29=-919/1165, 11-13=0/301, 11-31=-1910/2332, 500 MT20HS= 5 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:59 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-ba3pa5N2i81340nebRLdxl3Jvx_GKv9oNf58liylgyl 19-0-8 23-3-8 27-M . 29-2-A .3n-A-A. 5x10 MT20HS= 6 4x4 a 7 16 28 15 14 29 3x8 = 3x8 MT20HS= 410 = Dead Load DeB. = 3/8 in BOO = 8 1.Sx4 II v 9 10 0 13 12 30 32 3x4 = 3x4 = 29-2-8 [8:0-5-15,0-3-01, [8:0-2-12,0-0-15], [13:0-b-0,0-1-81, [14:0-2-11,0-2-01 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.76 Vert(LL)-0.3714-16 >960 360 MT20 244/190 BC 0.86 Vert(TL) -0.7314-16 >478 240 MT20HS 1871143 WB 0.44 Horz(TL) -0.13 2 n/a n/a Matrix-MSH Weight:1651b FT=O% BOT CHORD 2-26=113211096, 2-27=-1855/2161, LOAD CASE(S) 16-27=-1855/2161, 16-28=-1659/2127, Standard 15-28=-1659/2127, 14-15=-1659/2127, _ 14-29=-919/1165, 13-29=-919/1165, 11 -1 3=0/301, 11-31 =-1 910/2332, 9-31 =-1 910/2331, 9-32=1 692/2040 WEBS 5-16=0/311, 6-14=49/351, 7-14=-254/386, 11-14=-1068/1164, 7-11=-607/650 ept: NOTES- 1) Unbalanced roof live loads have been considered 4 for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf;'BCDL=5.Opsf-, h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 5, 6, 10, 2, 2, 13, 8, 8, 16, 4, 14, 7, 11 and 9 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 15 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom :ept chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731 lb uplift at joint 2 and 730 lb uplift at joint 9. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and'at all panel points along the Bottom Chord, nonconcurrent with any other live loads. verhy-NemRuxg!¢rneafk'1�11p9f aDs66TSEll8 yeEH311 I9ds6(DomD"e6N1;Otlt-rLrr')x[G705E[roY:rl'hm leNl tnip txrs.!wrsa/nvl edesn"ssinnCnipDnrhr�meNsmgl.inh u,r.Llr!um SYnfld¢ew. Comelmlu rtlrintle lCD,nli WT:e¢nArgarshilkueltariltiDDnlrrdi 4rinrs6x�[ye!e(u,SpoilsBrptlefslnmpif�;rq¢utls®rvpardrk{nhsunilupaaro3ropcdrla., 6rSf trtipolksh¢rim:leivtdoDelCCuh,st¢iRL fkhsipmv¢ien;,laF¢i nMGiu4 mhliq:_ Anthony T. Tosnbo lII, P.E. ' Mned6usrmrhrcgtril@rghthnsrniuklAirl4C.ur,ffiCnntMrPoelq u4eWHmlCn�pn,h3eu9eedfu0:,srls(nlM1ue15u14gdrafiBs.RieRnrtldfirNDadeyfieNnrABeims;kdKigtsul�.sleep,hsbfeonalka�usiilk�ru+nsnLgd 4451 St. Lucie ad iaafwrpnipawl6oDra¢. IDnhs snrdh Ii1DCrdlxr¢oimml rrrelwnAtkhBr¢i (ewrrenl Sahrylfirwerintftlrs164a11riMn! Sxl mrA¢erslhrivydpilrwe lisl edmsfte nssnsttiles msAtlrsd MLrr,Desps,T¢ss pnipFyireunf Insr Vaer4;trtu,Nm . Lucie Blvd. rfivahshh¢dlro;u¢tlrydeprh wi". he1pithshrrhA lk inn Dfs!p6kit Is Y9T1hkI1N0t'1lxr,nLn; slow hod ofwklih,. Lraiodhel Inxsor rs drhadh7Rl. Ca ht�iQldAlAoafirusses-AmboD T. Tombo Ill, P.E. Reraduni� afthis doromem. in co rfoh36ed without rho mitten ermission ham h-I RaofTrunes-Amhao Fort Pierce, FL 34446 Poe Y P � Y for ��s P P T 1. Tombo Ill, P.E. i ;h Job Truss Truss Type Qty Ply A0141889 XCAS6512B B05 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:08:59 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-ba3pa5N2i81340ncbRLdxl3FMx?gKrEoNf58liylgyl -1-4-8 5-8-1 i 10-7-0 13-0-8 21-" _ _i_ 27-8-8 29-2-0 30-6-8 1-4 5-8-1 410-15 2-5-8 ' 1-6-0 ' 1-0-0' 4x6 = 4.00 V2 5 5x6 = 4x10 = Dead Load Defl. = 5116 in 5x4 II n 0 l0 1~ 34 o 6 3x4 = 3x4 = 3x8 = 3x8 MT20HS= 4x4 = 3x4 = 4x12 I I 29-2-8 i 7E-1 13-0-8 21-M 27-8-8 28-5-12 , 71 5 - -7 84" 6-8-0 9 M-12 Plate Offsets (X Y)— [2:0-8-8 Edge] f6:0-3-0 Edge] [7:0-5-0,0-1-13], [8:0-2-12,0-0-151, [8:0-5-15 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.31 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.59 14-16 >594 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.13 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Weight: 166 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 131: 2x4 SP M 30, B3: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD - Rigid ceiling directly applied or 4-4-8 oc bracing. Except: 10-0-0 oc bracing: 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1395/0-3-8 (min. 0-1-10) 9 = 1444/0-8-0 (min. 0-1-11) Max Horz 9 = -95(LC 13) Max Uplift 2 = -63B(LC 8) 9 = -728(LC 9) Max Grav 2 = 1395(LC 1) 9 = 1444(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-390/108, 3-4=-2400/2205, 4-5=-2268/2125, 5-6=-2994/2815, 6-7=-2754/2561, 7-8=-1890/1770, 8-9=-2436/2054 BOT CHORD 2-27=-1011/1045, 2-28=-1885/2183, 17-28=-1885/2183, 17-29=-1621/2043, 16-29=-1621/2043, 15-16=-1770/2226, 15-30=-1770/2226,14-30=-1770/2226, 14-31=-1119/1275,13-31=-1119/1275, 11-13=0/284,11-33=-178312236, 9-33=-1784/2236,9-34=-1940/2236 BOT CHORD 2-27=-1011/1045, 2-28=-1885/2183, LOAD CASE(S) 17-28=1885/2183, 17-29=-1621/2043, Standard 16-29=-1621/2043, 15-16=-1770/2226, 15-30=-1770/2226, 14-30=-1770/2226, 14-31=-1119/1275,13-31=-1119/1275, 11-13=0/284,11-33=-1783/2236, 9-33=1784/2236, 9-34=-1940/2236 WEBS 4-17=-175/308, 5-17=-134/282, 5-16=-1302/1464, 6-16=-1314/1357, 7-16=-515/576, 7-14=0/270, 11 -1 4=-674/955, 7-11 =-543/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 2 and 728 lb uplift at joint 9. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. tUrri:r-Fln¢ emyl¢`" Wk I In1IM'.11 WTeiscmw?I&ssigkue6fa!is iCCorr rdi lssirr:s0:s hi�e(is.�:mhr6p¢:w. ketxln�Id;rgmmsmrrryPmrdhrprh;st¢d¢rn:srlyr:tprdd7rhlt<dvpolkslerk im:lyiYb¢Oe1gCn¢,¢en RFF.ile (alpnn®rns; ixihr¢dcl¢t, nihldnr Anthony T. TOFI1b0 III, P.E. ¢tnedlsi1131,Rempnu':Ii11 dM 0.m,ke 9-A'A"hd qw., 1"rwlIq[mip.J,0 kddh,11'11e1K¢IFielmlprl0yrei¢d 1111. ±80083 Ile B+AfmrD:siga ¢d lu�ksd¢. ADMessdMnikIDC ndker¢Ckm nl p:edh¢dta[eilrai 6cpe¢ISe!e¢IdnaetimnFSl)re16de1MIfl¢r SKA ceeelnn:elhr rasdpire¢e. t81d�¢ske ny¢ub"Ii7n nidamd�InssD:kae,iins k:ile hgee¢¢el¢ss kcnhha.rer,nl¢s 4451 St. Lucie Blvd. ekersKeatmdNr(xaseyredynle nk;lyclr qes Indeed lM l¢n Deep(ymf,Ftr7rkrraNrywnr*,:¢un;sFdea 6r�m d¢rM!ro9. Au'rIUmd1—".rs 0.0MTVL Fort Pierce, FL 34946 (oppight92016A-IRMI'mus-AnihonyLTombaIll,P,LAepradudworthisdotambn1jaanytmm,isprohibitedxithoutiewidenpermissionirmA-IAadhasses-AdboayT.TomhoIll,P.E. 4 Job Truss Truss Type Qty XCAS6512B B06 ROOF SPECIAL GIRDER 1A0141890 721. b Reference (optional) Al Roof Trusses, tort Pierce, FL 34946, oesign(6_al Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:01 2017 Page 1 ID_TNN—bPVFxkOg5QLbhPavlyPVt4-)(zBa?mOlEl?nKKx?isN5lj8hKkfNopC5gzaEgaylgyG 4x4 = 4.00 F12 Dead Load Dell. = 5/16 in 5 NAILED 4x8 = 11.5x4 11 4x8 = 3x4 4 6 7 NA E Tq 5x6 R fin 8x10al = 1.5x; 112 3 9 1.5x4 II 10 11 o .11 1111 on T o m 31 32 20 33 34 19 17 35 18 36 37 38 39 16 15 13 42 42 14 0 1.5x4 11 3x8 = 46 = 3x8 = MUS26 4x4 = 2x4 11 WO 11 1.5x4 11 NAILED 3x4 = - SKH26R 2s-2-8 s s a 10-7-0 1s o e 1s o e z3-0-e 27-M z 5-z s s-0 5-1-12 as a a-0-0 a-0 o a a o 6-94 0-8-12 Plate Offsets (X,Y)— [2:0-8-4,0-0-71, [6:0-5-0,0-2-01, [8:0-5-0,0-1-121, [9:0-2-12,0-0-15] [9:0-5-15 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.25 18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.47 18-19 >742 240 BCLL 0.0 Rep Stress Incr NQ WB 0.41 Horz(TL) -0.10 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 357 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP 240OF 2.OE, 62: 2x6 SP WEBS 2x4 SP No.3 *Except* W9: 2x4 SP M 31 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-1E puriins. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. Except: 6-0-0 oc bracing: 12-14 REACTIONS. (lb/size) 2 = 181610-3-8 (min. 0-1-8) 10 = 2688/0-8-0 (min. 0-1-9) Max Horz 10 = -95(LC 9) Max Uplift 2 = -870(LC 4) 10 = -1375(LC 5) Max Grav 2 = 1816(LC 1) 10 = 2688(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. TOP CHORD 2-3=-359/44, 3-4=3259/1436, 4-5=-3342/1581, 5-6=-3358/1578, 6-7=-6173/3050, 7-30=-6173/3050, 8-30=-6173/3050, 8-9=-3701 /1834, 9-10=-5257/2522 BOT CHORD 2-31=-662/1514, 2-32=-1253/2977, 20-32=-1253/2977, 20-33=-1253/2977, 19-33=-1253/2977, 19-34=-2630/5624, 18-34=-2630/5624, 17-18=-2622/5617, 17-35=-2623/5620, 16-35=-2623/5621, 16-36=-2527/5207, 36-37=-2527/5207, BOTCHORD 2-31=-662/1514, 2-32=-1253/2977, 20-32=-1253/2977, 20-33=-1253/2977, 19-33=-1253/2977, 19-34=-2630/5624, 18-34=-2630/5624, 17-18=-2622/5617, 17-35=2623/5620, 16-35=-2623/5621, 16-36=-2527/5207, 36-37=2527/5207, 37-38=-2527/5207, 15-38=-2527/5207, 15-39=-1266/2562, 14-39=-1266/2562, 9-12=-194/553, 12-41 =-2384/486 1, 10-41=-2384/4861, 10-42=-2101/4302 WEBS 4-19=-257/374,5-19=-735/1660, 6-19=-2913/1498, 6-16=-686f789, 7-16=-313/249, 8-16=-521/1163, 8-15=-341/873,12-15=-1264/2619, 8-12=-1874/907 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ie 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 1375 lb uplift at joint 10. 10) This truss has been designed for a moving ` concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Use USP MUS26 (With 1Od nails into Girder $ 1Od nails into Truss) or equivalent at 21-3-4 from the left end to connect truss(es) J7GA (1 ply 2x6 SP) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 12) Use USP SKH26R (With 16d nails into Girder 8 NASD nails into Truss) or equivalent at 23-0-8 from the left end to connect truss(es) HJ4 (1 ply 2x6 SP) to front face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-8=-70, 8-11=-70, 14-23=-20, 13-14=-20, 12-27=-20 Concentrated Loads (lb) Vert:8=-68(F) 15=-261(F)30=-105(F)37=-1184(F) 38=-47(F) Baeug-flmaflaxQltui¢a5e'II IVSf 11aS!BFStitFij,663ll1]Y56NsblIlGB(llfiOYS't4T.rftr[�e:[I4Ya1'Ne lydrhsippr„dnsMrul aMuais fuss!nipauay[fLa",a/ae 4nepiruk m,rf. tdeenr liertetaerr. r�aawla.nrrariromrrcawt wirlcaamr�,nrr�nka:eaaeroealrrd.r. wtmsumpt:gst�r.�rt:pa:,Y:;xia�m�apnmsm:mexramran:siadagvaragrrtarr wr¢a rrdaaae m¢:r:a:pepane:monir,atn rflL nensine;aerx>. Yelurureiuc, saladnr Anthony T. Tombo lil, P.E. us aed M:sinss lnwrt efrp iskr mpai5:lefd6 a—,h ll el.ahmele�aGngern7l®jOgryxa,u4earkdaW n(Ra lIX aM.W balYqubta111d; .ile enmdd6e l00We7fi,Y�udRtimt;ledefigksa®y rlagr,usW4rsaud knnr dtLhCx ralusu7iyd 80083 ' mGddal@rigaa![w fan. dQu rs sd rd'o n:rUC add IndiusndptthmtIto hildq tmgreel Sahltldt d illmIdliM It 111W SW a a rdrurN4r 1—d pit.,. Ill] ddmnth astms rm, mdk ksaMlnssU pq hossCr; ptq <eadlnss Ne hhaaeymlrss 4451 St. Lucie Blvd. rtlrmu4MdlfstxnmtspudsinYnmq ipa4 qmm 1 6.1..V.WnDrop PiIgsxu itr-1A, trlliugbrslpu,aTims11fttgbstl duyW.11} dll ujilln:dlur; ut isMilk RrL Fort Pierce, FL 34946 Coppight02QldAaluffrussas-AnihoayLTombsIII, P.P. hpodird, a of this domment. in any form, is pmbihiled whhouf the witien permission from A4 Roof Tresses - Anthony L Tombil 111, F.I. Job Truss Truss Type Qty Ply A0141891 XCAS6512B CA Comer Jack 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:01 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-XzBa?mOIEI?nKKx?isN51j8liktUova5gzaEgaylgyG -1-4-0 i0-11-11 _ 1-4-0 0-11-11 , 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL ' 1.25 BC 0.04 Vert(TL) 0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 7 lb FT = 0% 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends'that Stabilizers and required, cross bracing be installed during truss erection, in T accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 201/0-8-0 (min. 0-1-8) 4 = -27/Mechanical Max Horz 2 = 63(LC 8) Max Uplift 2 = -218(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 63(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 2 and 27 lb uplift at joint 4. LOAD CASE(S) Standard 80083 4451 St. Lucie Blvd. 9nuy-Flmse@mgllrrteY.lSe'FItO�;; il0i8�Yri^yifi3LL l•.7NS6(�DIOC4fUf10Ys-t8rd')21rr96tEl5YiYi lmn irr@r eeyppr.:tnrntrml w@snaisrms h<iryDrt.6r;Id?md@elr@mp1.ImN N:lt.lhrna simtefee n!Eeiru aSmlufMNm@e ICO,nir tffistawxdwlltlessMkmNhr@eieCwlesdt :re:rYseTrmsOmu hls(i<,5lemq 6ltemrl@: salnapir�rgre:ulsmreerhard@srsdtsrirwl<rromoyre:y,svla�nr@:la�sdmcmyrrs�:teria:amn:looedr.meainL r�leYpss:saryas, lmearurtarrs,sa@a:+.pry. Anthony T. Tombo Ill, P.E. nteudli:rTwmhregtwf'vrjk@msb�Jgdra0ney@t0.edr oAkrisdeyeiCw@ekdfeq 6n:pn,ia9.e udetl Atia lM.,@e lLL nlfusriliailfmtcd¢WRI I. Ike eFlmslaffie@OnA my fi:Mrse d@rT,n;.Wfjk,,9gslaere,bv.P werlhnni sYil Ye@xnilnsiseiryd ' Ih to:Ilieie:sigxrr!(emw1rt. Illedes sd ed@Y:IdC n1@e knr'vsmmlp:telnmdlwkillai b:peedSa!elr lderaeem(I(561dfi:kl lrlPl estSrfA we:dnesldc thud pi0ese. 7l4lldnm@ereslrestiYn eerB:XmdR:lmss O:Gpn,Tass a:irsEnymerMlnsr Ynfianes, elms e@nm:hlmelllYrma:nepedeln le mkaghtll ream We6et.INlna Dm!n EertemYY9llhtaIllgeeo}wymLamSrs@w[gtrseidnr �al�;.Nmiadosilwes wemddnelkiiN' Fort Pierce, FL 34946 (oppiiIbl®7616AdRaaf irises - Amboy LTombaIII, U Reprodununofibisdommem,inany form, isprobib0edwiibault6esminenpermissienhomA-1Roaf fosses-AnifionyT.TomboIII, p.I. Job Truss Truss Type Qty Ply ' XCAS6512B CJ1A Comer Jack 8 1 A0141892 Job Reference (optional) LOADING(psf) SPACING- 2-01 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 FBC2014/TPI2007 i 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 13-11-31 oc purlins, except end verticals. B9TCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss erection, it accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 5 = 246/0-7-8 (min. 0-1-8) 3 = -56/Mechanical 4 = -14/Mechanical Max Horz 3 = 65(LC 8) Max Uplift 5 =-309(LC 8) 3 = -56(LC 1) 4 = -14(LC 1) Max Grav 5 = 246(LC 1) 3 = 111(LC 8) 4 = 34(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less d when shown. TOP CHORD 2-5=-226/520 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust; Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Ops h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left right exposed ;C-C for members and forces & MWF for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rota about its center. 3) This truss has been designed for a 10.0 psf bottc chord live load nonconcurrent with any other live IoI 9enul-HevutlneylJrre.iev ne'l-IiNN TIa83n;u3'j 611131t I''M e m ILTrtnmeenlldes MkIAWIaiLRmle rdt As eTrnsO:srre tels:wti.e., ' W w d NsTmslnesg IN &I lsneminsu:tgdne Onw, G R.edsnnwh msigr�Io:sigwersbeaeder. meetsnlroumlgeWaepsCiaenll:�ee ennvin kfmdlre dmnMryndgn h nRq 4 rg Imes IenlaN. Ik tress kd � Copyright®tQ16A-I RaotLosszsAat6ocyLiamholll,P.F. Repredi stun: 8.12(1 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:02 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-?9lyC6Pw_37eyUWBGZuKZwhux8B3XMpF3dJoMlylgyF -14-8 0-11-3 14-8 0-11-3 -3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.39 Vert(LL) 0.00 5 >999 360 MT20 244/190 BC 0.08 I Vert(TL) 0.06 5 >999 240 WB 0.00 Horz(TL) -0.00 5 n/a n/a Matrix -MR Weight: 8 Ill FT = 0% 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 Ft between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 5, 56 lb uplift at joint 3 and 14 lb uplift at joint 4. LOAD CASE(S) Standard ill w! Sttl werdwn¢Ihrlmrdlsdiwe. RFI iduesne reryns3'foes nideesd n: dery k911q. SllsryedtrWMasmes ddtesdm7e41. ihoutthew6venpenissionfrom A-1 PootTmsses•ArdanyLlamhoIII, P.E. Cxtns o'lmise>vM ee ne ILL, edd 4 Anthony T. Tombo III, P.E. 80D83 4451St. Lucie Blvd. Fort Pierce, FL 34946 4 Job Truss Truss Type Qty Ply A0141893 XCAS6512B CAB Comer Jack 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:02 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-?91yC6Pw_37eyUWBGZuKZwhuB88rXMpF3dJoM lylgyF 4 4 -8 0-11-3 1-4-8 6-11-3 v A 6 5 3x3 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 0.44 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-3 oc purlihs, 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 quide. REACTIONS. (Ib/size) 3 = Ill/Mechanical 4 = 63/Mechanical Max Horz 3 = 185(LC 1) 4 = 247(LC 8) Max Uplift 3 = -113(LC 8) 4 = -85(LC 8) Max Grav 3 = 111(LC 1) 4 = 63(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/209 BOT CHORD 4-5=187/463 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chordin all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 85 lb uplift at joint 4. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard tNrtiel-Htnttleny%¢rerit:tne'A�116gF D05f`S(Srin';. SEY3%tlLfely%mH6miJSigdty FNY'jt�f:516uLL:%1'tuo.lttdltesip pma9ta aEntlethsn�'s fuss Gfipmteiq;t[kjaa18t 1ehrtryl.rtakv lA,tE.lArnrzf%ret%ehersv Eeka c'tarlsesMel enRt rCfi,etlr MtT:k<omem+lltlrs s4tdlsesetGtyei6gmlt ttii. AstTnuOn�a Erycc.iii.e.,ttentMEtsie:>..'rq::�nmpiD;rtrrcmsmtrtptcatAlirrrde:simletatsriyrt:gx6�rk;ktipeflhesu}ItTm::elubnToonp,uen m-I.r3.st;gtm:tate;.alutsnen,uasaam Anthony T. Tombo III, P.E. ttt meu R:Tuss lamjtel%kr; is tlensptstl:ti�dtlt 6rew;da(Itnr.'s aAksru+te7ednM: du7t 20-�aa,i'l- InIX# 80083 nttF(fmr6:sigeai[t�rt9r. IlfnhstOttlulkl6C nddx srcCire:nl�:edisnAtk6illgftr;.eel Sa4gldnzefinil(fQrelfi:ta/NIPuI SSU ntrelrwetix ryi�dssikxe.1r41 ea5mflareslns�lMes nsAtiesd la:Tmss6:sps,Lns 6e:iststnerelressNurre1na,n4ss 4451 5t. Lucie Blvd. taa�u rodnetamtyeaeNtu.ngmlrn�t lnt T6rncso onrl�aue6rtl w:uiyotn;nTt;f tla 6lmna!en,%tn� anmrametilns;otnddta ftt. Fort Pierce, FL 34946 (opytight02616A4Aoaf asses. Anthonyi.Tomboill,P.F. HepsoduAianofthisdommem,innayform,isprobibifedwithoutthewsinenpermissionGamAdhafTrusses-ArahonyLTomb111;FL a Job Truss Truss Type Qty XCAS65126 CAD Comer Jack g rT A0141894 Reference o tional A7 Koor Trusses, Fort vierce; FL 34U4b, aesign(apa14 uss.com Kun: 8.12U s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:02 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-?9lyC6Pw_37eyUWBGZuKZwhwS8ChXMpF3dJoMlylgyF -1 4-0 0-11-11 14-0 0-11-11 3x4 = '3i6f1 3 LOADING (psf) SPACING- 2-010 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1. 5 TC 0.29 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1. 5 BC 0.04 Vert(TL) 0.06 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 7 lb FT = 0% 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 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss accordance with Stabilizer Installation REACTIONS. (lb/size) 2 = 201/0-8-0 (min. 0-1-8) 4 = -27/Mechanical Max Horz 2 = 62(LC 8) Max Uplift 2 = -218(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 63(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less e when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsl h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left right exposed ;C-C for members and forces & MWF for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rota about its center. 3) This truss has been designed for a 10.0 psf bottc chord live load nonconcurrent with any other live for 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 th( bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 2 and 27 lb uplift at joint 4. 1 0C LOAD CASE(S) Standard Wxen;•nnu9rrssys¢nderhe9lIDgr i1DLE5I'S'.19'}ilr3Al si1@S6[I H07s(USiDtlj IDf172tfi896lED6Y:bi'Ixn Grthte:ippw:cans uEreelnecnAalinn Desi�Davmr{IDv,a�iRe leberyitvaleR;rl.IAeeurs sustlei¢e ru. Beleueixaise:!<idan3er�,edr iLTskusxeu pions ssllbeseHarSriDCakrdt As,1-11aie hsu»w¢e,%n:BSFFIbnt,tl: srlpmriDDrswe;rmmec:pPri:d6r�wt;snedngia:nuArp,mdRir q; (esywAteeshyk imslyandahiDDedr;olet•1rFi.ISehsipes,r¢rcaL 4at¢{u:4terc umldtlp - Anthony T. Tombo III, P.E. utrudtxcirsss br¢g GildrpisMnsrmi7fnid0rOnrs,fr G.enY a3xir sywA:, Radall�Dn:-ge u9e used A4rR4ftelCullslxelwi6y:d=.Wlllliseerpnnldtie rDDad oyfi:Idw Atle r+:s mdeenStesitos, sleepe,uA:Cmped kn s5dih@a n�roiidiFrd 480083 ' R:61f¢rD:xpmaa ln4ga.NM:s sArd'u lileC:daz p¢nrcmlp:e.etRekdC4 Gispenl SaSryldw¢dion(IrSflidraklhlri WStaw<rAnnsl}arwna-dsti/¢e:. lrii tefwnae rtspn:i:alLim ndRanrdr lns;Wkpa,,irsu0::n. [c}nanllnssHsesn3rtx, nlen. 44515t. Lucie Blvd. • m<<mhr�awre«na�rpndopnennnsnmtpa.ue,ind��i�ra;soya_�ftuexrsr;re.sou.qD<n�u,wurssspm¢h�ncsnrb>R�.mra�wdnrik¢.mrra�nfsnu. Fort Pierce, FL 34946 (opyright-1)2016UloafTrosses-AathanyLTonho111,U Reprodunionofibis dorument,innay farm, isproblaedwhhout-,hemfienpermissionfrom A-IRaafTrusses-Wbonyf.TambeIII, P.E. Job Truss Truss Type Qty Ply A0141895 XCAS6512B CJ3 CORNER JACK 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altmss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:03 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-ULIKQSQZIM FVZd5NgHQZ68E5CYWHGp3OHH3LuTylgyE 71-4-0 2-11-11 1-4-0 2-11-11 0 3X4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 , n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 13 lb FT = 0% LUMB£R- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACIN_(;- 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 weth Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 75/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 4 = 35/Mechanical Max Horz 2 = 105(LC 8) Max Uplift 3 = -60(LC 12) 2 = -196(LC 8) 4 = -2(LC 12) Max Grav 3 = 75(LC 1) 2 = 246(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.0psf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord'and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3, 196 lb uplift at joint 2 and 2 lb uplift at joint 4. LOAD CASE(S) Standard Nmul-Fim!!f1n¢¢¢rtriea4x'7-I IOg(r105S3(S(�!6';iEG3Fi rit7A6UNPII185S(84PMy'4�3"}i(P.C96iEPeYiNTfirn rerifttexipprFe„sMs¢d txlwk!evMllte!!R!iytPrtriy;iDr:mdlU 4dswTL6siv N,rt.+ekna SWttdxe rci rxle¢e1.nxite snelnde RP,alr . ILTtkm¢tffirplehc s411ke!etWnlelPPukedR A!el¢!sP¢ge hpcan(s,7peoeLry Gpioc;4. desxd¢mfr('P n}mteh®n tedUe{tde;d!admm��iytapuxihki.p;hlnycdtlesiep4lmtiepiD;dnrierOPnl(,ee(n7fll.Tx(c;ip nuaicies,l¢irzp udcieec,sahL!dr Anthony T. Tombo Ill, P.E. ¢S aeeflk!imskregleiEt rlslketnp¢wiiryddx P+eer,dag+eds¢ftrme[egrdnR!E»1Cery Onogs,n®x udeddGs�de la¢ifaelwl:Ifur tedenlRii. ru eppmddheIDP¢tasyfiddmedtlertrs!,6dernptnil�,!Mepe,nsfdeli¢er7kn�y!4dl lean<rmiitliryd 380083 6e 019gU VW6k.d¢. APedu!ded'a SerPG nl9r pcCitn ed ps!Fas!eldirlril9kr Orpce¢ISL'.!¢Idn¢edml(S�µSG!kllp Ri wd SELF erctdensllttyovdpidece.lrrl (d'ienfie ngn!3iidie!¢86.tietd n!I!ass@sFe!n,irsrsk!iphaiennlrrt!s V.sedrJan, ¢len 4451 St. Lucie Blvd. t}CnYI!1(lft2dEl �C#Qtl+pP!dYr11R Vnxg N AE pnPP! 1{f1I4!A I6P dial Pnip FYp®df! I! Egrllf WIdiq P¢yxt.¢Le!irtnez hrhan a!ery kilfm} JInilldtMur�; m m d�nrHT4I- � Fort Pierce, FL 34946 (oppig6(�t916Adlioaiimsss-AmhodyLTamhoii6P.E. Repdoduttianolthisdo(Pmencinnnyhrm,ispm6iCiteiwi(houhhe!¢fienpo-rtaissinnhamA-IfaolTNssts•AwhonyLTomb Ill, F.E. VA Job Truss Truss Type Qty Ply a XCAS6512B CJ3B Comer Jack g 1 A0141896 Job Reference o tional .+, �w.ee eeuaa , un rice � o+a , cmyul,a iu ;om Mldn: MIZU s Aug 1b 21A1 f Print: 6.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:03 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-ULIKQSQZIMFVZdSNgHQZ68Ey5YXRGI50HH3LuTylgyE -1-4-0 2-8-02-11-11 1-4-0 0-8-12 ' 2-2-15 5 1.5x4 II Plate Offsets (X,Y)— f2:0-3-8,0-1-121 1 LOADING (psf) SPACING- 2-OIO CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x4 SP N0.3 *Except` loads. 5)' This truss has been designed for a live load of BL1: 2x6 SP No.2 BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will Ft between the Structural wood sheathing directly applied or 2-2-0 oc bottom chord and any other members. pT except end verticals. 6) Refer to girder(s) for truss to truss connections. BOT C HORD 7) Bearing atjoint(s) 8 considers parallel to grain value Rigid ceiling directly applied or 10-0-0 oc bracing. using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss + MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in to bearing plate capable of withstanding 54 lb uplift at accordance with Stabilizer Installation gi side. joint 3 and 249 lb uplift at joint 8. REACTIONS. (lb/size) 3 = 56/Mechanical LOAD CASE(S) 4 = 22/Mechanical Standard 8 = 261/0-8-0 (min. 0-1-8) Max Horz 8 = 114(LC 8) Max Uplift 3 = -54(LC 12) 8 =-249(LC 8) Max Grav 3 = 56(LC 1) 4 = 41(LC 3) 8 = 261(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less a cept when shown. WEBS 2-8=-238/369 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS 1 (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Attach ribbon block to truss with 3-1 Od nails applied to flat face. 3) Plates checked for a plus or minus 0 degree rotation about its center. Nanuj-fleeuM1wa¢Irmwtle1 l ICCr TM1ESNuir,,e(E3A Triggs 6MIllionsUnisys. Suh EI rI. le— slothf.em. ulos Amiss mei e. Ito, "I( WLto¢Ims gehss�llknMln iplddrdAlseTrusCure EgateSle.,Spadifti-4Msedo yCCrqu;�saasrlean Atirrreh:ilutleryawr�,upux6C:hiarda lN�dOesbdS La,ey e¢eerw¢ry,¢enmt.tvt<syexvnrere,. kear,nams, sme>,+.ar: Anthony T. Tornbo III, P.E. ¢I Heel CnsToulreaidCdss isMinfmPos(nrdWC.rrc,eaC.xiseakmsei qu!¢ pe rnffeq Cnye,d2enmd disc Ellis III Ilk WIVIGryMs"dMI. fh epiudtGrlCO¢I uy fieUmdM1rlms;bdtGsgknliy doeEe,6sdl!dlsed kuuf ssdld Fe,r�usnilafd aTomb Nsrr:IfgCssign¢i haks3n. lJtedsssP.,dhrelCCnrM1e raCis¢ul r+'3ere dikdiSghxpenlStt7ldsssdkml(Stllsl6sdelr Trial WA n'drosailrp,ol pidae.]III iefaesde nspssbliki Islamic!kLrssC:sF,rm,iau Cuirthpen¢d loss V.snd,womIm Q451 St. Lucie tier ludn¢rysf¢nmep¢dapsnwiMegnd] WIN bn6k ld frrsDed braes is ECtNCrlller0etlpn,ttinusides[gbnlM¢)h7doy: Nttrtldnd txas nsaddinsoRFl. Fort1St. Luci 3494b (oppighi02016AdRod1rosses- Anthony f.lonbcIII, p,L Reprodulianofthis dotimenijisany form,ispiohilliledwithouithewrmenpermission fromAdRooffrosses-Am6onyLlamboIII, P.I. Job Truss Truss Type Qty y A0141897 XCAS6512B CJ3C Comer Jack 1 �P' TJob eference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:04 2017 Page 1 ID:_TNN bPVFxkOg5QLbhPavlyPVt4-yXsidoRBWgNMBnfaN_xoeLmD6ymU?ESYWxpvRvylgyD -1-4-8 2-11-3 1-4-8 2-11-3 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 FBC2014/TPI2007 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 2-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = -86/Mechanical 5 = -128/Mechanical 6 = 56610-8-0 (min. 0-1-8) Max Horz 6 = 107(LC 8) Max Uplift 4 = -86(LC 1) 5 = -128(LC 1) 6 = -418(LC 8) Max Grav 4 = 58(LC 8) 5 = 11O(LC 8) 6 = 566(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-291/482 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.48 Vert(LL) 0.00 5-6 >999 360 MT20 244/190 BC 0.53 Vert(TL) 0.00 5-6 >999 240 WB 0.18 Horz(TL) -0.07 4 n/a n/a Matrix -MP Weight: 15 lb FT = 0% 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 4, 128 lb uplift at joint 5 and 418 lb uplift at joint 6. LOAD CASE(S) Standard Berry-Flua9mr{Ilrnn.tu'Llla ir115MSI La'„5n3ll E!Ik56E9kVI0fSSCJS10YrtH93"J!(6;i:[GroY'.Yl'6:n holeuppx &-i rnl oaksudds rnnCe�ipgreey�C^rmIW 4DwE1.Ira1e 3; rf.leznn 11 retnerss. Cskudka.iseCfidn4`e r49,etk VannorauAft'ssdlkue/fW4e Rvhlerd:LAs.T'Addy Anthony T. Turnbo lII, P.E. nemd r3 80083 ' her 7rupDesigaerdhlndn./Rules selMh&IOC nISerrccaasul rrhrnn sll4Endaihr{seYne4hldum&m{NNird6.h11yrF wl SGAeoidnu:sE6r ry.dpitro. lPFl daSmflsresrnsll.is ulktiadMhnsO:sspa,Tnn a�:q�Eey:.ennlTnnYmhBnn,ulns: 44515t. Lucie Blvd. enendsr hhwdkerW.rtmrQedspnh h a7 panes grdrd.lM Tnn Peep DRs h rrfi UJ1ID10esipm,nTns-,Splu hyuse dMlallo} rBnpmtrdbrs; me nddrd is'r11. � Fort Pierce, FL 34946 (opyriobi02RidAdRaeffmsses-AarhanyHombo1ll,P.L Repradunionafdbisdmamem,inany him, isprobibitalWithal [be mifleoprmissbahomAdRoof sasses-AmbanyLTamb. III, P.E. f Job Truss Qty Ply1. XCAS6512B CJ3D �TrussType CORNER JACK 5 1 A0141898 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@aI LOADING (psf) SPACING- 2- TCLL 20.0 Plate Grip DOL 1 TCDL 15.0 Lumber DOL 1 BCLL 0.0 ' Rep Stress Incr Y BCDL 10.0 Code FBC20141TP12( LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. russ.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:04 2017 Pagel ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-yXsidoRBWgNMBnfaN_xoeLmEhysf?GJYWxpvRvylgyD 1-4-8 2-11-3 1-4 8 2-11-3 REACTIONS. (lb/size) 5 = 265/0-7-8 (min. 0-1-8) 3 = 66/Mechanical 4 = 18/Mechanical Max Horz 5 = 108(LC 8) Max Uplift 5 =-200(LC 8) 3 = -71(LC 12) Max Grav 5 = 265(LC 1) 3 = 66(LC 1) 4 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less E when shown. TOP CHORD 2-5=-231/434 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Ops1 h=30ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left right exposed ;C-C for members and forces & MWF for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rota about its center. 3) This truss has been designed for a 10.0 psf bottc chord live load nonconcurrent with any other live lo: I 3x6 II CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.44 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 BC 0.14 Vert(TL) -0.01 4-5 >999 240 WB 0.00 Horz(TL) 0.01 3 n/a n/a Matrix -MR Weight: 14 lb FT = 0% 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connectio s. oc 6) Provide mechanical connection (by others) o�truss to bearing plate capable of withstanding 200 lb uplift at joint 5 and 71 lb uplift at joint 3. LOAD CASE(S) Standard Yudep-rinun!myrhreM� e•aa roar nmsEs(xue�via�ur!uasrnnenyemcr1g(TMWa!ffn.1tnd!udev.ifeVddnm!sm,!dt WilkmaNuyehs sknknetlnle NOUkfdt lseTnfsg bpnan ti,Sie;uCs kp6n,Mfslnsgi�rtprtstdsaergha!dt5ePc4-s4xl er;C;sfug!nnaikShgr@a lesi3OdlOesu¢eTm:lyetetc!tkl0gn¢,niaR4l. lkh;psns.np¢sgleLuiudr mRWdq 4nthony T. Tombo III,P.E. ' MesedklLnskretkrt.4n6MmienSl�dMgem!,@egrs!tse0ads!isy!xndlbiCerjCnga,k3eudeddo!nidelGallsLmnrAfyoNutlnLtMepmddfseMal nafi!ineddeTms,od!6ykn1qdaeie,nde«x4slrm:gsldlpedse4w6dhpd. 3B0083 Hekilrup0!sigerci fednder.An!dessded is G:IDCn/lepcCifnnlpiluef eitklei.dxi GcpeelSf!elpldnaetioa;IlSgpdEkl 1pinedSlU ae,dneretMpssd pikne. ltFl esieesfte ngnvbt[ief nieitiesd RfL!ss0. e,T,ns@sheEyxennllnn YIItk.'Rlfersd!ss. 4451 St. Lucie Blvd. etkMsskfwdlre(xnmepndgnle vrhdl peNeignhel lk Uen Deep Gy9ew is lgfdeklllq Uediw!,aTnaSpdes hp65erdeeJlrlld}NapfiddelMaf noes ddddhtpl. Fort Pierce, FL 34946 � (upyright�2Ql6 A -I AsalTmts!s-ket6onyLTanSoill,P.E, Qepeodudioc nitgis docomem, io onyfwfn, is plo6abdnohout;Ee minenpemissiaoho-m Ad iaofTrotses�Aeihooy (. iomhn til; P.E. 4 Job Truss Truss Type Qty Ply A0141899 XCAS6512B CJ5 CORNER JACK 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi Tek Industries, Inc. Thu Nov 16 08:09:04 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-yXsidoRBWgNMBnfaN_xoeLmBgymE?GJYWxpvRvylgyD 1 4-0 4-11-11 ZX4 — 4-11-11 4-11-11 Plate Offsets (X Y)— f2:0-0 & 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 0.62 Vert(LL) 0.07 4-8 >900 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.09 4-8 >658 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 19 lb FT = 0% 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 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 = 142/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 4 = 66/Mechanical Max Horz 2 = 148(LC 8) Max Uplift 3 = -115(LC 12) 2 = -222(LC 8) 4 = -4(LC 12) Max Grav 3 = 142(LC 1) 2 = 327(LC 1) 4 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 3, 222 lb uplift at joint 2 and 4 lb uplift at joint 4. LOAD CASE(S) Standard itnur-FlnEmemgRrmdn Ee'I�I IR;[i1Vic39Cdg`ye[Y3ifr9.4f6Ch01nCef fJSt0YTt8i3'iSICG:6;l0iYEq'hrm ltrlfrkEip rac9n:Wnd uhsmha"s lnuh!ipUnilRlr:;Wne rEtlnrLrul/4:rf.rEtern;Effn!eelatrtt GxIE45 Y1Ettht!�7tlmdeR6,n1r H�TEtE�Mu T'dtEssShcknelrErtt�ult tdd.lstirnt6tsge 6ra!m[1,SimEls4putrt A:sslnmri�;tgrt:Et!soEcrymndMrtdt:shEil eESraathrrrpautd¢h;TE/Eu1et16ew�itrm:reo�Eanatma nq,tEenml. nthsgs�neleEn, n�ermseuEs,sEnaaer Anthony T. Tombo llI, P.E. nd ne Ih.T dr:1hdT1Isnt+nintbittdd. G.,,NG..AtA rhdgft titI.N.1 U:!:pe,h3t Etd,4 Ahe RGBE Rfnl tv I.l ifitruh.4Ms. Re eninEld6EW.1 of fitN.tE ddETm,m&AgUliey imiq sldl kkn'J.'AdRydy80063 metu�o:dgemd[tcDram.utdtssntdhlnrcetdaermclEesm[p:[dotsdrora.er(EspwstEryet�atnwnugrEss•,�r[rmmisr�mE�den:eew�:dpdaPaTnlmsatEegnsmrenmleottdim:Elm,uns�nrryzt«ndtnn�mftatrn,tdm 4451 St. Lucie Blvd. Fort Pierce, FL 34946 ■■ tMm!ht iermdHn(mnodEgrrd[rnan&rx lydipmnlmdEtl laln;s DtGn6lhre is EirmtbRigOtsi,nLats$dm Gr4xm drq Ndl'Eg. 6lfmrmdeEilma;mes dfinlwml. (oypig6r01016 A -I Ru fresses-Aarhony1.lach 111, P1, RepEoduttian of thisdocowncin ony form, is probibiled withal to winen pemission Isom A-0Yool iross:s-IlnthonyT.Tedo III; P.E. FA Job Truss Truss Type Qty Ply • ! XCAS6512B CJSA Comer Jack 4 1 A0141900 Job Reference (optional) fwu, „ueene, ru, Y nm,Yx, rY. r Ua D' ae51gn1ae,iss.com nun: u.izu s Aug 1b zul t runt: B.ILU s AUg 16 2U1 / MI f ek industries, Inc. Thu Nov 16 08:09:05 2017 Pagel ID:_TNN bPVFxkOg5QLbhPavlyPVt4-QkQ4g8SpH_VDpxEmxiS1BZJIbM81kfdhlbYSzLylgyC -14-0 0-8-12 4-11-11 14-0 0-8-12 4-2-15 1 4.00 12 3x8 = 2 1.54 1 ' 6• 6. 6 6. 8 7 5 3x4 = tr N LOADING(psf) SPACING- 2-Oi0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1. 5 TC 0.88 Vert(LL) 0.04 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1. 5 BC 0.38 Vert(TL) -0.06 4-5 >893 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MR Weight: 20 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x4 No.B `Except' loads. BL1: x6 SP No.2 2 5)' This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 2-2-0 oc bottom chord and any other members. pT except end verticals. 6) Refer to girder(s) for truss to truss connections. ROOT CHORD 7) Bearing atjoint(s) 8 considers parallel to grain value Rigid ceiling directly applied or 10 0-0 oc bracing. usng ANSI/TPI 1 angle to grain formula. Buildingi designer should verify capacity of bearing surface. MiTek recommends that Stabilizers and required I 8) Provide mechanical connection (by others) of truss cross bracing be installed during truss erection, in to bearing plate capable of withstanding 113 lb uplift at a accordance with Stabilizer Installation guide. joint 3 and 267 lb uplift at joint 8. REACTIONS. (lb/size) 3 = 131/Mechanical 4 = 53/Mechanical 8 = 334/0-8-0 (min. 0-1-8) Max Horz 8 = 157(LC 8) Max Uplift 3 = -113(LC 12) 8 = -267(LC 8) Max Grav 3 = 131(LC 1) 4 = 83(LC 3) 8 = 334(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or IesE when shown. WEBS 2-8=-254/275 LOAD CASE(S) Standard NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Attach ribbon block to truss with 3-10d nails ap lied to flat face. 3) Plates checked for a plus or minus 0 degree ro ation about its center. 9mup�FlemY6nrglJrmne.6e'1-IIQSF nmB�°llI1EY}6E69U I:YYSSUINOIIIuS(IHiOY{-6LTi:,�t46671ft6LhYEYiMn @erJ{i ipp dn,ldlld eamrtmlrn„el,lyml.y;ma;mYm6m�r.E�6Y c,@t 6drtlesYrtrYdae n,. rrllc, lsrt.�,lydlsnse nanEr . F8TlloeatYpideffY[I@Ie1,llkr'JtiCCG@ttdd6,eTInSOSr�Flpvr:Y�lY,�lmbryFYYIv.YrpMIrtIRljrEY°ofyRln6mmtyP8ldIYYp0.'t;vlldupYn,mpley,maur� trsyadaesuplrm:6ymldneeroued@,lunrn@.ixta�Ym:lepm,una@udneoc,,amrrtr:. Anthony T.TomboIII, P.E. ' utnedr:sTnssgraylliLar31,Dlrtyn,l3dgd@,0•rn,N6nd,e 1lnedeenw!&aT6mpUnga,u@eudlddtisll�tlllan114M.1IS6itiapcl�Wl@II,RxyprtddNeNOvfryfilu.udalr•n;�aluy�,i>ar,,mlp,ond4n.rtaYn<=3sYdlr�n,prtTwrtzd 80083 6lGdfgUlsipelxlTMrl3n. /Qedmsdmu RT@Cn6n. p,Ciatnlpr' undtilllOdap6eplN!te¢Im,mY6wltfrydfi!&1yrRn6frU m,drer.AtrF.sipidrse.l&lidmesRl nynsAlaes ulkeesd�lmsm9pe,Lml Ue;ipEyi,lrtnllnssYmfinrtu,ldm lnlmsYterY�aYr6:«nmlpaalrnunm�Y.I�vlflminKrarn;s nwrc'�!,{srrnluu an 445iSt. Lucie Blvd. • T @ up pn,mT,ms4meEYpcundlyH;limp.tllapYdeMtnssmmdd,e@ioilFf. Fopydgh -02Qf6M Rooffmsus-Amhooyr. rombo lll, P.E. Replodation offbis domment,in ooyklm,isprohZiled ruit600t@8e aitten pYrmissioo from A -I Rulfmsszs- AothonyLTombo III, F.F. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0141901 XCAS6512B CJSB Comer Jack 4. 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 Is Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:05 2017 Page 1 ID:_TNN bPVFxkOg5QLbhPavlyPVt4-QkQ4g8SpH_VDpxEmxiS1BZJKRM51kiZhlbYSzLylgyC 1 4 8 4-11-3 4-11-3 1.5 3x6 II 4-11-3 4-11-3 Plate Offsets (X Y)— [5:0-3-00-1-12) 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 0.76 Vert(LL) 0.05 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.07 4-5 >839 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 341/0-7-8 (min. 0-1-8) 3 = 138/Mechanical 4 = 51/Mechanical Max Horz 5 = 151(LC 8) Max Uplift 5 = -224(LC 8) 3 = -127(LC 12) 4 = -2(LC 12) Max Grav 5 = 341(LC 1) 3 = 138(LC 1) 4 = 87(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-302/552 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 5, 127 lb uplift at joint 3 and 2 lb uplift at joint 4. LOAD CASE(S) Standard tHdvtg�n:m8uuplltrztas Afe'Sd reOi nI,KS3 rXL5;, 6EF3t119k56G1kallla7SfJttOYftlh3")i(FC)3;tOnY:pT'Iua tErilpflip para!tuE¢Erulwhl EE�fTulsk!ipertxu;pt�"mAtlElmoerT. tEadv lC,rF.lAee!a SSntEetut n:. calm oMuyiufal!ientts tO,eElp 11UArsa WAdc,lWL.dI. Se TCeute,daW.11t1.r tEfit,naopaEer,i,ecrcpmen!Es,fantuxr Anthony T. Tombo III, P.E. nt,xd MU Tofsiarnrt,R,11 M1!rnpn'w.li�tlEu 6.ur,E, 6x,n saAtuhee ryeen l!!6dlfeir0!;:p ,ia3eueedEfti!Or,@e lCultit lo�tel Iruy,Aa/ip41. (te yp:ueld6e la0dmr fi!idrs,dli,inn;itdUiyhuLsp,f11:!pt,mfe§eliwnlFnnp fkd:itku>ruxiiiliryd i 80083 t,bil(OrOlf�bGSrt6,�N.AEe„Nth!!tUCEtldrttGRttlrf2!lt, YrffjG{391SY4(tA16M19i1SDrVG�lrrlFlt,lSKAttlh<ReIWJYLrIkFkInIL®,flR,rR l ,tteAXEd9!T13fiU!LAC,Tfci,I@!it,t>gteE4tn„um�wa;tnns 4451St.LucieBlvd. tfle!ats, iefufelrE:unaA,pedtp,la vixis lTril p,.m:sh„h!i. lH tray 6es'd(etre„is['nle6a:liie3Pesita,,trTnuSttlra E,ta!,gM:lfug. 9l upodcet tua, o, is d�nluRrl. Fort Pierce, FL 34946 Copyright-tdl6A-1 Raoiimssas-AethooyT.Tamhofll,p.F. Reproduction olthis document, in anyfmm, is prohbited whhoutthe snittenpermiscioa from Ad FaolTrosser•Amhoay LTamho lif,?J. Job Truss Truss Type Qty ply XCAS6512B CJ5C Comer Jack 2 1 A0141902 Job Reference o tional ,1 1�001 „LISSeS, ru, s rerue, rIL 34946, ❑essgnLa i 75.10um Run: 8.120 s Aug 16 2017 Print: 6.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:06 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-uwT2USR2Hd3Q5pyVPzGkmsV 1 IT8T9pq_Fl?VoylgyB 1 4-0 3-8-0 4-11-I_ 4 Dead Load Deft. =1/8 in 4.00 12 os 3 B3 0 T1 B2 5 0 0 B1 7 6 3x3 11 3-8-0 4-11-11 3-8-0 1-3-11 Plate Offsets (X,Y)— (3.0-0-4,0-2-01 I LOADING(psf) SPACING- 2-0--0 CS1. DEFL. in (loc) I/defl - Ud- PLATES GRIP TCLL 20.0 Plate Grip DOL 1. 5 TIC 0.70 Vert(LL) 0.12 6 >475 360 MT20 244/190 TCDL 15.0 Lumber DOL 1. 5 BC 0.46 Vert(TL) -0.15 6 >383 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2097 Matrix -MR Weight: 21 lb FT = 0 % . LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 4)' This truss has been designed for a live load of 82: 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and an other members. y TOP CHORD 5) Refer to girder(s) for truss to truss connections. Structural wood sheathing directly applied or 4-11- 1 oc 6) Provide mechanical connection (by others) of truss purlins. to bearing plate capable of withstanding 83 lb uplift at BOT CHORD joint 4, 219 lb uplift at joint 2 and 31 lb uplift at joint 5. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation qaide. REACTIONS. (lb/size) 4 126/Mechanical 2 = 332/0-8-0 (min. 0-1-8) 5 = 93/Mechanical Max Horz 2 = 148(LC 8) Max Uplift 4 = -83(LC 12) 2 =-219(LC 8) 5 = -31(LC 12) Max Grav 4 = 126(LC 1) 2 = 332(LC 1) 5 = 99(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less a cept when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf h=30ft; Cat. Il;'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 & MWF S for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 Ill 2) Plates checked for a plus or minus 0 degree rote on about its center. 3) This truss has been designed for a 10.0 psf botto chord live load nonconcurrent with any other live loads. 9l,'Filg-%msrftmeptlprMe�4u'4110:f iplStS!5':t9�,>fF31E WS a 41dlll IS(IMULL{'IOfPJ2(CC99iFe-nYiYTlue.l!rih[etiFlpn�,tM!set nFl Fn'etFF3dt rn15 hfipmerup�IPv"jm781 iF1lnrLlFxda III; PF. iekr ,sm,e�llta. altlumtn.�nrrxdla�laa,F.tp . i4T?t¢memrplegs sidlteptedl.+;leir9ukrdl.Anlrus g:ue hr�n[.e,r!:!Lry p of ndlseti m:;Tmskxmk IS Nem mw:l F16!Rtmr, @l R.xts sahmFl� flpiss?!tl!srinmplD",rgrz:Ws®Ftuplsx!$MKde;sinilvpienlup!e:pcan6lkJph;?alFsyneitlefn(IeTre1s(epiamnlaQnlp,nlalr4l.ra!iestras:.+®pru;lmfupudmlec,falsli0< t� - !}adllrilEwiRM1rRmiyen,n?xwiididiko(.arICR/1nLwtee�IAgfehi!didFi.ReypFnla!iilTRDRdFepAlldrsra!drTms;hdBLilRFad�,flA!{l.mileltilsadYSlI.U1(&IIIBY«ttn5(ldipd - Mtttony T. Tombo III, P.E. ' 61 B1ilfarU!sigerad l.otndrt. AUufls s0F11a IkiUC ldax rnulasnl p+iulue etkrMuieFadero(xnnlspsMeiam nrdrc 1pol ponies loFhd. Ik lrenDlA !ltiekil8q hepneelSa't7lSnnitiaaE{(Sprd6!�t lit? ndSGA n!dnn!t<Arp><:sdpitmF. 7e4I dS,xs@l rzsrnsder.*.el ndktiesA l�Inr. U!Gpu,ialsgngFnannnss umhalrn, F!(ss Aralis"It"IONU(sldx..6113sSnha hplan a!nrkliilq. Glniadcldlnas mF esd�in0ilTg1. =80083 4451 St. Lucie Blvd. (epysigbt®tQIdA-IRuciTmsses-AntbdayLTombolll,P.F,Reprodus ianalibis domment,inany hrm,isprohZitedwdhouttfiemitten permission ban lraafknsses-ArfhooyLTamholll;P.E. FortPlerce,FL 34446 Job Truss Truss Type Qty Ply A01419O3 XCAS6512B D01 Roof Special 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:06 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-uw_T2USR2Hd3Q5pyVPzGkmsSHIMQTxvq_FI7VoylgyB 31-M 11-0-0 8-7-5 t 15-0.9 23-2-10 30-3-0 30g3-0 h-0 7-10 1 7-0-6 0-0 0-8-12 4.00 12 x4 11 Dead Load Defl. = 5/16 in 24 Ir 8 1 I 3x8 MT20HS% 5x6 7 T 3x8 MT20HS-- 3x4 3x4 4 \\\V66 3 W4 W5 I 1.5x4 11 tVJ3I s 1 2 \ 112 00 _.. �-y,� 0 23 24 15 25 14 13 26 121' n %N-B 2a-91io 3x6 = 1.5x4 II 3x6 = 3x4 = 3x4 = 31-0-0 5 15-0-9 22.8-1 30-3-0 30,34 8-7-5 6.9-0 7-3-8 7-6-15 0 LOADING (psf) SPACING- 2-M 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 FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 t-BR SCAB 9-11 2x4 SP M 31 one side BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals. GOT CHORD Rigid ceiling directly applied or 3-1-5 oc bracing. WEBS 1 Row at midpt 8-10, 5-12, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1496/0-8-0 (min.0-1-12) 9 = 1364/0-8-0 (min. 0-1-8) Max Horz 2 = 690(LC 8) Max Uplift 2 = -699(LC 8) 9 = -705(LC 12) Max Grav 2 = 1496(LC 1) 9 = 1364(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3155/2298, 3-4=-2248/1594, 4-5=-2113/1614, 5-6=-12031757, 6-7=-1120/770 BOT CHORD 2-23=2998/2825, 2-24=-3033/2909, 15-24=-3033/2909, 15-25=-3033/2909, 14-25=-3033/2909, 13-14=-2140/2063, 13-26=-2140/2063, 12-26=-2140/2063, 11-12=-1093/1062.11-20=-109311062, 20-27=-1093/1062,21-27=-1093/1062, 10-21=-1093/1062 CSI. DEFL. in (loc) I/deft L/d TC 0.94 Vert(LL) 0.2914-15 >999 360 BC 0.95 Vert(TL) -0.5414-15 >686 240 WB 0.95 Horz(TL) 0.13 9 n/a n/a Matrix-MSH BOT CHORD 2-23=-2998/2825, 2-24=-3033/2909, 15-24=-3033/2909, 15-25=-3033/2909, 14-25=-3033/2909, 13-14=-2140/2063, 13-26=-2140/2063,12-26=-2140/2063, 11-12=-1093/1062,11-20=-1093/1062, 20-27=-1093/1062,21-27=-1093/1062, 10-21 =-1 09311062 WEBS 3-15=0/340, 3-14=-925/971, 5-14=-294/555, 5-12=1197/1253, 7-12=-721/945, 7-1 0=-1 568/1615 NOTES- 1) Attached 7-0-0 scab 9 to 11, back face(s) 2x4 SP M 31 with 1 row(s) of 10d (0.131 "0") nails spaced 9" o.c.except : starting at 0-0-0 from end at joint 11, nail 1 rows) at 7" o.c. for 3-8-7; starting at 4-8-0 from end at joint 11, nail 1 row(s) at 4" o:c. fort-0-0. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) at joint(s) 6, 8, 10, 2, 3, 15, 14, 5, 12, 7, 1 and 4 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 13 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 2 and 705 lb uplift at joint 9. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 184 lb FT = 0% 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 9-17=-20 Concentrated Loads (lb) Vert: 22=-45 tpa=sT•Phne�raq!d}anNrtka'k11=!irp51->�SE(I?g EFM8sl1t4s6(O6IigrSthSl2Nf'Y0!a'IF.3A91s�'.J6ss:AT'tole.(nPrlti!tPns:s4isa3sMetlyttPlt isgs t:il(a.mutitp(�es114s:st5u;T.:'smiaCbPi.UMnuSketkfise ne. Cin: r�r�ist sY.edu&it£,a7 ui':e(attmxyr sssMl lass'itwfietbgnknW.1st[ss0as+raU(i+wsir,$ecs�ryU uup4e sr3wuPt6pregesrW.;sjzup�t3rtege:es:;nd sanenuprrgas:+4y is 6e/%gsdfiesiarUhn}ie{strlmReit6nh,ra<smt. tlrarry, es p n: ir�res".r s,sndrr. Anthony T. Tombo III, P.E. wdne s!�Us(nnfer u!rat(aPnxrrlss'veurrxskD.ns,dtC.viingnudyrderMrif EdesiPus,us5eswsnzi(e3f,ir�mi dstudlr'.aal ale a4lPit.t)rgEmstt dlkt'.pesi eer€uHrtdikt3mL�ssiag'.aBskWigq s:tctxmdkoag skGlesxsnns.aRat #60083 laelalt'gt^➢ir(ay. at8n sti egAQ/E.pRr(Y, rtetria!{r:rs`Vts"I'dWWI 1'rtsmATJ—IfAdna.4451 St, Lucie Blvd, s:Usxuckfined'ryt(e roJapeF4gad+;r<Yn7k±ilira5es arsl!sL leLrssDesi}sUpn�MN0I2e (!s'et trsryaK,a(?ssSEstenFalrcenday 6crtni, Afilgonedtucsmesk-mils w. Fort Pierce, FL 34946 EapyrilbiQ2016A-1 laalisnsses-Anihanyl. Iamb III, Pi, hiaoduttion ol]bis dnmmcnt.in any rasa, is pmhihited Qhaa] the wrinn permissiod=A-1 ledTrasses-Amhonyl. Tomball], P.E. Job Truss Truss Type Qty Ply ' XCAS6512B D02 Monopitch 1 1 LbA0141904 Reference (optional) l 1 11UU1 I IU-, FU1e rICl1.0, f L JY.7YU, UGJll�ll�tl 1 15 3x6 = LOADING(psf) SPACING- 2-0�O 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 FBC2014ITP120 7 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'ExcepV B1: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-14 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 cross bracing be installed during truss REACTIONS. (lb/size) 2 = 1324/0-8-0 (min. 0-1-9) 7 = 1184/0-5-8 (min. 0-1-8) Max Horz 2 = 619(LC 8) Max Uplift 2 =-627(LC 8) 7 =-681(LC 12) Max Grav 2 = 1324(LC 1) 7 = 1184(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less when shown. TOP CHORD 2-3=-2632/1883, 3-4=-1437/900, 4-5=-1258/925, 6-7=-253/375 BOT CHORD 2-15=-2752/2604,2-16=-2527/2415, 10-16=-2527/2415, 10-17=2527/2415, 9-17=-2527/2415, 8-9=-2527/2415, 8-18=-1327/1275,18-19=-1327/1275, 7-19=-1327/1275 WEBS 3-10=0/365, 3-8=-1204/1265, 5-8=-298/695, 5-7=1520/1583 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:07 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-M6YrFgT3pblw2FO836UVG_OCF9jDCP9_Cvl Z1 EylgyA 4.00 12 6 Dead Load DeB. = 5/16 in 5x6 3x8 MT20HS-- 5 5x6 % 4 3 W4 ` 16 10 17 9 8 18 19 7 - 1.5x4 11 3x6 = 3x4 = 5x6 = 13 17-11-13 26-11-12 13 9-M 8-11-15 13,0-1-81, [7:0-3-0,0-3-01 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.99 Vert(LL) -0.39 8-10 >831 360 MT20 244/190 BC 0.85 Vert(TL) -0.69 8-10 >467 240 MT20HS 187/143 WB 0.89 Horz(TL) 0.11 7 n/a n/a Matrix-MSH Weight: 141 lb FT = 0% NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 627 lb uplift at joint 2 and 681 lb uplift at joint 7. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9erig�nna omgxrnder 619�I1O;F IInL6n,RlB �.�e311 ((etlf 6 G1tNnF>S(nfeOY'141;Pji(erC6.IP5'tIE1T6rn fnd(h:ipracakn W,ne ednn,ticTm:h!ipmn�pCd}N&e IdivTLlvh m: eL11!anaSkrtldve:x. rd:n dMa6e»;tel rMlCn,n(r ATA..Wryelssegknee6!M MUI,edt Is,T-OWbor.ifk4 lybowC:IslnagigC,qm,maeeryescedlvrn4siwln;asla}mpxddle6rkelsgaddxsb¢eTm:te}ffiin fiaMnitdaWl. Tmhstisw tYauiw"L'aWaar ' Wn:drasTmsWmt dd§el:MmpellWryd60mm,mu„aswa dybnn:wir�go:urn,ns:nmddMrtcMacanir,•,1s�ie�nren/ma.Mra,nd OMm6ne®ee:NmdIhTms; bddigkdhq dnep.6ddkO�alteat Ail Ye4enynwntd eekdray6esirzrlr! [eteeda. lOaln alert u MToa nlMtluemneP�erandmeedcr bcp::nt>dentdnamnlrurlydereutmnr sxI neldalyd tx�dpiell;e. IPFt defiessnengnsOnT&s Hoene, d MTmsasgln,Tms ksiteEe�leaedmsrl�daa,nlen ertnrnlhRmdlye (namepedgna nor¢ h dlrames Md,N lle Iron Dake 6y�e Is r7TM CnIen70ni}rn,nTassSrAea G)b:a of egn9hq. Natttdaellnac nee ddael a7141. Copyright 0 2016 A-1 RaolTtosses• Anthooyl.lamho 111, R.E. Repeo union alibis dorameut in any form, is ptohiChed whhounhe written permissionhem 41 Raa1Losses-Amhooyl.lomba III, F.E. Anthony T. Tornbo I11, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0141905 XCAS6512B D03 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:07 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-M6YrFgT3pblw2FO836UVG_OcU9jECPF_Cv1 Z1 EylgyA T1-4-0 8-11-13 17-11-12 25-10-8 29-11�12 8-11-13 8-11-15 7-10-13 -1 3x6 = iS 3x6 = 4x4 11 Dead Load Defl. = 5/16 in 4.0012 11 1- . 9 _ 8 1.6x4 II 3x6 = 3x4 = 5x6 = LOADING SPACING- 2110 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.39 9-11 >834 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TQ -0.69 9-11 >468 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 140 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHQRD 2x4 SP M 30 'Except' B1: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end everticals. BOT CHORD Rigid ceiling directly applied or 3-4-14 oc bracing. WEBS 1 Row at midpt 7-813-9, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1184/0-5-8 (min. 0-1-8) 2 = 1324/0-8-0 (min.0-1-9) Max Horz 2 = 599(LC 8) Max Uplift 8 = -674(LC 8) 2 = -634(LC 8) Max Grav 8 = 1184(LC 1) 2 = 1324(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2633/1917, 3-4=-1436/930, 4-5=-1257/956, 7-8=-258/366 BOT CHORD 2-16=2735/2597, 2-17=-2527/2416, 11-17=-252712416, 11-18=-2527/2416, 10-18=-2527/2416, 9-10=-2527/2416, 9-19=1324/1273,19-20=-1324/1273, 8-20=-1324/1273 WEBS 3-11=0/365, 3-9=-1207/1269, 5-9=-298/695, 5-8=-1509/1566 WEBS 3-11=0/365, 3-9=-1207/1269, 5-9=-298/695, 5-8=1509/1566 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live. load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb uplift at joint 8 and 634 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ee,eur-nnse9uee¢Irredeafu7�l IODf SIK6(SFilEr". Trail rSUkS6`�..1%6111C1SU1S?OYS-IOrd)t(IruY,[RY:er hm tr.'Erle!ip{mma4mtee rnewRtptd: rnure!ly!�eiyPIX,'jmeM4tlw{Lresk l$rLlda �SWttefvenL Gitvm2u•in NfelenBe lEB,edt , ILTatewrcatetleht eeDl:neeWrlleleCah!d:e. /t•TmsO:s h!eL,S{eoegh{i�R!1:!sln�i6!gnuds®ecegemrdo!rntssunal usov�ugexr dO:ttEw ra ksyedroe tuyeTm:le{m�1a!t:lOCnq,euo iRl.fktevp+nea{hs; lxeierudrinuseaelA% Anthony T. Tonibo llI, P.E. al nedrntiins Wragraddns is de ne{nsiol%d6edmn,daCner'soedn¢ed arednlder ileq On��a,n@e udeddlae lr4lke ltteelluloal'�DeigsdealRid..fh eprted d, helDDeed cry fi:Nne dlhinss; iedstigdq. dsep,hdeGeneand hnar sldlte ds n+teevkT%d :: = 80083 ' mhararo: gxcdh ceue.lD detffied'ue!tocne ra mtedPed� dmr ragreepxmSeh d cnrcaitugrauknrrHnaSraee!da�eeetxrs7dp�eae.tnle�m!aemp!mtenneaa!d torD-z,^ anbvierqn -nn!twdeNa,edm 4451 St. Lucie Blvd. e(ao.isehhcedkrt:wmspcdpnl neehereties meh:il'w6m Des:{ehi+hE�SBe W;uiq Desyx+,oLnt SSnez hpmn dnitrtivr-Na{odCed+✓a: oenddaed"ai141. Fort Pierre, FL 34946 (opyrigh19 2016 A -I loaf fsassn-hethony I. Tomho 116 P,f, Neprodouiar. olthis dommenne in ony foem, is prDhibited wirhoot the mimen permissiaa lrom 4.1 raalBosses-Amboy I.I mhe III; P.E. J Job Truss Truss Type Oly XCAS6512B D04 Half Hip 117 1 ]Job A0141906 Reference (optional) 16 1 17 3x6 = LOADING (psf) SPACING- 2-0 TCLL 20.0 Plate Grip DOL 1. TCDL 15.0 Lumber DOL 1 p� BCLL 0.0 ' Rep Stress Incr YE BCDL 10.0 Code FBC2014frP1200 i LUMBER - TOP CHORD 2x4 SP M 30 *Except- T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except- 132: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except r verticals. BOTCHORD Rigid ceiling directly applied or 4-2-11 oc bracing. WEBS 1 Row at midpt 7-8, 3-10, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1193/0-5-8 (min. 0-1-8) 2 = 1316/0-8-0 (min.0-1-9) Max Horz 2 = 556(LC 8) Max Uplift 8 =-665(LC 8) 2 =-642(LC 8) Max Grav 8 = 1193(LC 1) 2 = 1316(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less e:l when shown. TOP CHORD 2-3=-2916/2259, 34=-1786/1287, 4-5=-167011302, 5-6=-532/314 BOT CHORD 2-16=-2160/2074,2-17=-2837/2713, 11 -1 7=-2837/2713, 11-18=-2837/2713, 10-18=-2837/2713,10-19=-1660/1594, 19-20=-1660/1594,9-20=1660/1594, 9-21=418/420, 8-21=-418/420 WEBS 3-11=0/332, 3-10=-1148/1209, 5-10=-216/595, 5-9=-1406/1482, �u,,. o. , cu s a uy i o 26 i r Prins: 6. izu s Aug Tb zu1 / M! I eK Industries, Inc. Thu Nov 16 08:09:08 2017 Pagel I D:amP6bxencrcGZd W 1 dozkBzv95J-gJ6DTAUhavtngPzLcq?kpBxnwZ3mxsc7RZn6agylgy9 15.8-0 , 23-10-8 , 26-11-12 , 4x8 = 1.5x4 11 4.00 12 6 7 Dead Load Defl. = 3/8 in 5x6 5x6 WB-- 5 4 6 3x4 5-� W4 3 11 18 10 19 20 9 21 8 1.5x4 11 5x6 = 3x4 = 5x6 = 15-8-0 23-10-8 26-11-12 9-M 8-2-8 1-2-01,18:0-3-0,0-3-01,i10:0-3-0,0-3-01 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 1.00 Vert(LL) -0.3210-11 >999 360 MT20 244/190 BC 0.83 Vert(TL) -0.6710-11 >480 240 WB 0.88 Horz(TL) 0.10 8 n/a n/a Matrix-MSH Weight: 160 Ib FT = O% WEBS 3-11=0/332, 3-10=-1148/1209, 5-10=-216/595, 5-9=-1406/1482, 6-9=-709/876, 6-8=-120611199 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 665 lb uplift at joint 8 and 642 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 17NuE-Nne 8megllrn,krsu'LI IggF i1gSSt3�ld'j.6l93st 1?LLS 6 L7eVI�lOS (MOYj1Brd")1(pWe1[e's11;krMn IrAh Wippem;,dnrrN nslm'n uRis InuL4:ip0aamspeCJmitle44ui1.6W N; ef.I IgTshsmrQryWrs skgkrsefim7a isCpkadi Is rimsOes,n Ee�siw�N,try Bry�41le rslumri@7ia�nuds mar,gtmtd6agris;Wail nSm:sru3rCpx�tiWtRu 3+Irsipdme sbgh lm;leg P2n&IggerF ' aNrudl�;imssx rag teil�s6Wrequ,�legd6dmr,ta Ondr eAs.mdigEndefifesOn'pe,u8eumddhe UC.9eltt utf6luAlr.7GgrdZMm-I.tle erirnddlulUOnl wgfi:n.udR,fms;bGfiyk R,W:Itoygeaigacl4aeMrt. lgul,ssel rdhlklgg nlCtgaCmnlpuranAnei,i:r; 6spwlsa6hKersetpo7lsnrds:kllytr;,rlSlU seidnuslCey�sd puns inli3ns@ansgns2aten nehandl� ellerr/saatmedlyr(wbmrpsMeprh no7aiydltxoes bn4al Iw frn-s Derpfsgima, is EgiM 1rflopgeilpn,aLaugitles Lsmxi afnyhiliiq. N tyodN! Ma; nntddl,ednRFl. (opyrig6s1) 2016 A-1Rooffrosses- Anthony LTamho III, P.E. Repialo Eon afthis daomem,in any form, is purblited wishoosthe rrfien permission from Ad RoafTionas-Aorhony LTomho ill, P.E. slari,lmerss L41u,Yln.Nr.Aetll.T.MnIt, Anthony T. Tombo lII, P.E. steeia,mLf bnalfmigddlle4ansgrn-1qd 0063 vip rnuerRa min::mmfa�nu, do 4451 St.800Luc83 Blvd. Fort Pierce, FL 34946 I Job Truss Truss Type Qty Ply A0141907 XCAS6512R D05 Half Hip 1 1 Job Reference o tional Al Koor i russes, t-on vierce, r-L svnvb, aesignidaTlruss.com nun: o. IZus Aug io cu If rnnL G. I cu sMuy ,ocu,i tvua en uwuau roa,uw. I D:amP6bxencrcGzc] W 1 dozkBzv95J-gJ6DTAUhavtngPzLcq?kpBxq W728xwX7RZnE 14-0-5 21-10-8 , 24-11-12 , 4.00 FIT 4x8 = 1.5x4 11 Dead Load Defl. = 3/8 in 6 7 3x4 = 5x6 WB= 3x4 = 5x6 = 3x6 = r 11-7-14 11-7-14 21-10-8 10-2-10 24-11-12J 3-1 4 Plate Offsets (X Y)— [6:0-5-0 0-2-0] [8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.46. 9-11 >654 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.81 9-11 >366 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MSH Weight: 142 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 nTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins, except end verticals. +BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at midpt 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1096/0-5-8 (min. 0-1-8) 2 = 1232/0-8-0 (min. 0-1-8) Max Horz 2 = 513(LC 8) Max Uplift 8 = -614(LC 8) 2 = -605(LC 8) Max Grav 8 = 1096(LC 1) 2 = 1232(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/1979, 3-4=-1893/1403, 4-5=-1756/1415, 5-6=-531/312 BOT CHORD 2-16=-2078/2409,2-17=-2479/2247, 11-17=-2479/2247, 10-11=-1583/1479, 10-18=-1583/1479, 9-18=-1583/1479, 9-19=-417/428, 8-19=-417/428 WEBS 3-11 =-587/849, 5-11 =-324/644, 5-9=-1239/1368, 6-9=-602/802, 6-8=-1141 /1108 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 8 and 605 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom, Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Hemp-Flus!tlunptlpn.ea kse'AA ig;p nOfSEi;Sri!3�iE%3Ai IElYf 6tDY0111u!G iVSi(IYj tLi'1i(IfS09tE➢eYiNTlnarnrt{thipputhnut rt,lu'esu9(sfreuh,ipGnrnpPP'jadbe raga{Llsxla N,rf. iekna f4�tdne n? ¢dns ukr�in s!strtugefGO,ult nITkY[i�tffif/I@tS SEdnPfftt pi i'Y pGCpif IdL ASITtnSg35R Gpa?ntlt,S{nid!J Fillt!�xI1t3�H�fl{TDvf(pn)F315Wi[SSp�[tA@?pffR:LtiAtV.9Yf@}tH^SBSI�l1Ypt!�Y iRLj9fIC25@pI1 TIB$iilpP.f�Rtf.°IgPlllr,ftltt TfFl.rY.It51p1fifl@pkit?,I&t@p @itfi{LS, 1HI 1�up Anthony T. Tombo III, P.E. ui nsd[s,'n:sh•mpdH:tlsH s{,i5:lapdtegnn,kx(tan's eAltmettpednq&nfgg.ge,6fte uskddAa llC.Re ix uilie tnlLItiguG.ulinp.tNeirrnld6,160nt�fi:Nm AfltT�si lsdeing taviwy slaeie,inf lelinniknsld'letlsn<+en�itlrt{d :y80083 ' Ihrrlfmrg:sy:ar@2rw§npu AH4fu dsd@tl:tOgnlYxpcMnsedFidm,dtuk lgferpuulSde¢Idnsdrc it(fflpd6statlrRluifG.ln�,dnenet}xpsndpiime.Iftli6irsthenquu3ilbesnift"dft:L4451 St. Lucie Blvd. ,Mons:i<fm:iW�iuhcQtpndgn@vi@rs 1pappmu u,de:S lhtnss Darurepianis[grtN 6a:lliap fksipn,aLassf{de@hpinz ofnrlrli@}Sllaitldmiina.mnidi,NeipFL Fort Pierce, FL 34946 (oppig6t�241bA-IRaolLotf^s-Amho@yi.Tam5o111,4.F. Reptndurtiae�pt6isdotumenp,inanyhrm,isprrhiEOedxil6omfhewtinenpermis:io@finroAdR�afTmis>s-"Onyi.1000I11,lil Job Truss Truss Type Qty ply XCAS6512B D06 Half Hip 1 1 A0141908 Job Reference (optional) nuoa.wni mun: o. izu s Hug to zu-i r rnm: n.Izu s Aug 16 Zu1 y rim I eK industries, Inc. Thu Nov 16 08:09:08 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-gJ6DTAUhavtngPzLcq?kpBxokZ41xyr7RZn6agylgy9 11 12-11-12 19-10-8 24-11-12 11 6-3-1 6-10-12 5-1-4 4.00 12 4x8 = 1.5x4 11 ead Load Defl. = 3/8 in 6 7 3x4 3x8 MT20HS-- 4 5 5 1.5x4 3 W3 11, '.1 16 17 11 18 10 9 19 10 3x6 = 3x4 = 5x6 WB= 3x4 = 5x6 = i 10-0-11 19-10-8 24-11-12 10-0-11 9-9-13 5-1-4 Plate Offsets (X,Y)— [6:0-5-0,0-2-01, [8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL ,25 TC 0.95 Vert(LL) -0.41 9-11 >726 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.77 9-11 >386 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr ES WB 0.48 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014frP12¢07 Matrix-MSH Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* NOTES- T2x4 SP M BOT CHORD 2xx 4 SP M 30 *Except* 1) Wind: ASCE 7-10; Vult=170(3-second m ph ("secongust) 132: 2x4 SP No.2 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,- WEBS 2x4 SP No.3 h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS OTHERS 2x4 SP No.3 (envelope) and C-C Exterior(2) zone; cantilever left BRACING-, and right exposed ;C-C for members and forces & TOP CHORD MWFRS for reactions shown; Lumber DOL=1.25 plate y Structural wood sheathing directly applied or 2-2- oc grip DOL=1.25 purlins, except end verticals. 2) Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 4 4-13 or bracing. 3) All plates are MT20 plates unless otherwise WEBS indicated. 1 Row at midpt 5-9, 6- 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss. has been designed for a 10.0 psf bottom ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In chord live load nonconcurrent with any other live accordance with Stabilizer Installation quide. loads. 6)' This truss has been'designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 8 = 1099/0-5-8 (min. 0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1229/0-8-0 (min. 0-1-8) bottom chord and any other members. Max Horz 7) Provide mechanical connection (by others) of truss 2 = 470(LC 8) to bearing plate capable of withstanding 602 lb uplift at Max Uplift joint 8 and 617 lb uplift at joint 2. 8 =-602(LC 8) 8) This truss has been designed for a moving 2 =-617(LC 8) concentrated load of 200.01b live located at all:mid Max Grav panels and at all panel points along the Bottom Chord, ) nonconcurrent with any other live loads. 2 = 1229(LC 1LC FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 2-3=-2523/2078, 3-4=-2079/1620, 4-5=-1951/1631, 5-6=-797/594 BOT CHORD 2-16=-1994/2206, 2-17=-2516/2334, 11-17=-2516/2334, 11-18=-1696/1595, 10-18=-1696/1595, 9-10=-1696/1595, 9-19=-671/692, 8-19=-671/692 WEBS 3-11=-503/739, 5-11=-352/634, 5-9=-1082/1219, 6-9=-555f743, 6-8=-1146/1110 6�«h9-FIOOdmrgk¢«rievfieYl iOOi iKKSS(S't8"p 6E631t RUtf 6 Okel HS (mtOAi FUFtitli6;5t KIDT'hrn Ynifthrip ps7s tal Of Od WOOtis I«¢Cesi;eg«xmg�p•;j®dtlelrbnrC TOO If:; R le ma SWidme ev. relessaSvs.isesfdNn6rIGP,edr wrrOa� de« sg16 e«t orle DCrolesd( tslmsgx hpeeSr ai sssdlt:si«sshr OFdedrrrs lte rtgmuligdtre gsnn,te OnAs oRMlsd sp dTmlia,�r�n�m ry«hn�n�a.edm pis d«Sh ymynra�ry as admm�eu�:eNxann�toonlF,«i«mt r�asgo,m«re«x «€Rr«rturcm«> tr sttdnik LilierlW:ipx,h&a udeddPie04tlr1M nifislrxl SsiShgsekWnll. hz erymddRe NgOFeryfeN.udflrirres, udsGgte«liey slaep,ieflsl!etinWknal s'vd keOe«YSesi4iltfd AnthonyT. Tornbo lil, P.E. ' 14GOfegguipue3Gotrsdrt. NOfsssdsd'«IxIDC Fnn nlYer«airr.O/piiereesdhekild'aF sftentss utm¢9We:Onm esir nh sr47s1 a4 stin ussh;A ib W i rP 6speOlShl, tduaelioajl(S61du.WlrLq niSxA rrrdaer iexg�xdpideae. lPFl idnes@rnspausalCiOOi6lhsdml«s.O:s�e«,Iress 0..ipEy.OnOl t«nV.mhgn«,Okss O �-[eF®e«ts rgitlelaIlistOrsip«,nTns;Spea rgtw dnJ6enipg. tlt«Fudeel:nxcaenddi«dz:tti 480083 4451 St, ludo BIYd. Fort Pierce, FL (opytightD2016Adgaaffrasses-AathooyLfamhoIII, P.E. &epm�udtonafthisdore meet, inanyform,ispmhlbhedwhhoutthesnfienpormission(reinA•IReal6usses-AinhoayLfamb111,P.I. 34946 Job Truss Truss Type Qty Ply A0141909 XCAS6512B D07 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industdes, Inc. Thu Nov 16 08:09:09 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-IVgbgWJLC?eHYYXAXWzLPUyuzOEflsHgD Wg67ylgy8 1-4-0, 6Z-1 11-11.4 17-10-B 24-11-12 1-4-0 6 4-1 5-74 5-11-3 7-14 1.5) 4.00 12 4x8 = 30 II Dead Load Defl. = 318 in 3x6 = 3x4 = 3x6 = 3x4 = 5x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.42 8-10 >706 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.79 8-10 >377 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 132 lb FT = 0% 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, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-6-9 or bracing. !WEBS 1 Row at midpt- 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1101/0-5-8 (min. 0-1-8) 2 = 1228/0-8-0 (min. 0-1-8) Max Horz 2 = 427(LC 8) Max Uplift 7 = -591(LC 8) 2 = -628(LC 8) Max Grav 7 = 1101(LC 1) 2 = 1228(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2574/2128, 3-4=-2250/1840, 4-5=-1069/868, 6-7=-235/282 BOT CHORD 2-15=-1866/1963,2-16=-250112384, 10-16=-2501/2384,10-17=-1787/1710, 9-17=-1787/1710,8-9=-1787/1710, 8-18=-923/965, 18-19=-923/965, 7-19=-923/965 WEBS 3-10=-409/609, 4-10=-402/630, 4-8=-912/1046, 5-8=-479/709, 5-7=-1243/118B NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 7 and 628 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard I amnr-flaveeea{Yr,euer Ge'1I I0;: ilOSSFS�s"1B'),5[[3ll(7Yf6(us0111u7SCJS10Y{RU13'}1Q1n6�,Q�6Y:1Tbrn re!0tte!ipyr!M!set,xl eoh,nos(nn Cs!ipDrtra3 ol6es:Ifarr.raxke N,rr.rder�,s;,,!woe.v. r,l,,,e�,.nemdm�,lco.eet( gatta m,ymsstrnkes,ttme<i(ews„aa.a,ernssong(y�el,.e,s{wFEsw=,n::slusgID;!qR:m!mecgma,dasrni<s(nYergov!�r.:><a,rtmrta;a,dayedeesm{xtm:lersaeetooedr,ect�mtru{,:ben:.rpse>,unesmuiucunmee,.,. Anthony T. Tombo III, P.E. oiendhsu.,,Lrmthuegisaeeege,:isu.ryaeeu>.er,IN n:awir�{o!:�s,neeun,dsfa!acarlxertalr,Itr,Ire.gw,osntLiksf�,elm6emnt oodr.ia—f0,r.s; mderN WASOmI0,1049ae,1unnr!sdlheen!{n,isuiryd.. s80083 YeHuGpg:sigbrtdGe3edw. mestessded'ulilgCnl&po0nsa(iridinelttrGd£gG:�eslSahhlYuselem;ItSQplfi!sall{IRulslGe:e!dace:e/beinrdpuse.l(41i�en9,reynue7dnMdfintl�Lns0.tirree,rmsre!i,e6,aenNln!s4ndnlnu,nbs! 4451 St. Lucie Blvd. enc.ioiebwlsre(ranea ryede{nhntrglympmnlenhk lNtren6ss'aG{izm is igl fe,trllle{U,Ye,aUe,sSr:hzh{fin derytrlfo{. 9l aretlCe!!we:: ero es defieelkrM1L Fort Pierce, FL 34946 Copyright ®21116 A4 NaalLossns-Aclhooy f.Tanho Ill,P.E. Biro dudion of this domment, in any farm, is prohibited withounhe written permission from Ad Poollmsses- Acthony 1.lanho III, P.E. Job Truss Truss Type Qty Ply XCAS6512B D08 Half Hip 1 1 A0141910 Job Reference (optional) n, nuu: :ium un rice , �oYa ,ucaiy¢¢L,a iyuao.wm Rll¢ I. O. IGV 5 Huy ¢ o a ¢ r rnnt. o. ¢cu s Huy ¢o cu i t rvn ¢ OK ¢noustr¢es, inc. i nu :vov -¢ o ua;ua:ua Zu i t I D:amP6bxencrcGzcl W 1 dozkBzv95J-IVabaWJLC?eHYYXAXWzLPU?kzNifLrHaDW[ 0 7x10 MT20H5= 4.00 F12 3x4 11 Dead Load Defl. =1/4 in 4 5 5x8 - tr. 3 4 IV 1.5x4 II 2 1 - 14 15 9 8 16 7 17 18 6 4x4 = 3x6 = 3x4 = 5x6 = 1.5x4 II 8-2-2 15-10-8 24-11-12 8-2-2 7-8-6 9-1-4 Plate Offsets (X,Y)—[3:0-4-0,0-3-41,[4:0-2-8,0-34121,[6:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.80 Vert(LL) -0.38 6-7 >779 360 MT20 244/190 TCDL 15.0 Lumber DOL 11.25 BC 0.91 Vert(TL) -0.67 6-7 >443 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 132 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' NOTES- T3: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 1) Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) BRACING- Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, TOP CHORD h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS Structural wood sheathing directly applied or 4-3 14 cc (envelope) and C-C Exterior(2) zone; cantilever leftand ip pT except end verticals. right exposed ;C-C for members and forces & ROOT CHORD MWFRS for reactions shown; Lumber DOL=1.25 plate Rigid ceiling directly applied or 2-2-0 cc bracing. grip DOL=1.25 WEBS 3) Provide adequate drainage to prevent water 1 Row at midpt 3-7, 4 6 ponding. 4) All plates are MT20 plates unless otherwise indicated. MiTek recommends that Stabilizers and require cross bracing be installed during truss erection, in 5) Plate(s) at joint(s) 3 checked for a plus or minus 3 accordance with Stabilizer Installation vide degree rotation about its center. 6) Plate(s) at joint(s) 5, 6, 2, 8, 9, 7, 4 and 1 checked REACTIONS. (lb/size) for a plus or minus 0 degree rotation about its center. 6 = 1096/0-5-8 (min. 0-1-8) 7) This truss has been designed for a 10.0 psf bottom 2 = 1232/0-8-0 (min. 0-1-8) chord live load nonconcurrent with any other live Max Horz loads. 2 = 379(LC 8) 8)' This trusshas been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 6 =-576(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 =-643(LC 8) bottom chord and any other members, with BCDL = Max Grav 10.0psf. 6 = 1096(LC 1) 9) Provide mechanical connection (by others) of truss 2 = 1232(LC 1) to bearing plate capable of withstanding 576 lb uplift at joint 6 and 643 lb uplift at joint 2. FORCES. (lb) 10) This truss has been designed for a moving Max. Comp./Max. Ten. - All forces 250 (lb) or less except concentrated load of 200.01b live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 2-3=-2433/1980, 3-4=-1378/1112, 5-6=-310/358 BOT CHORD LOAD CASE(S) 2-14=-2238/2228, 2-15=-2253/2234, Standard 9-15=-2253/2234, 8-9=-2255/2229, 8-16=-2255/2229, 7-16=-2255/2229, 7-17=-1166/1238, 17-18=-1166/1238, 6-18=-1166/1238 WEBS 3-9=0/341, 3-7=-1077/1166, 4-7=300/642, 4-6=-1401/1331 e�,al-xKssevrgrh¢rn¢:�:•tuaa;imscB;xa� aeauru�sfir>mm�essrmm��uersrnau[rr� r,areeun�anrwmt�¢¢¢ad:m¢:e�.;[,mrr�gtmel�ae¢tamfr.r�:rm,r_rr�,ss,,s:r.[an.ss o<psseA.:,rrn¢tn�¢nau[[ 16T¢Yraman¢�Imstkllkrxlkr@<ifiCakrdilt�Lns gnp E,raee[a, SinirgFErimra fie selu�N,¢gmmsareg9ardrt¢rNr:uoa<q�n¢eg¢up�n�eahmrara�amesny¢rmc er¢�s:netoa:dr,rrtntnt netapnns, i«iRrudeixc,uaaaa[ Anthony T. Tombo Ill, P.E. ' nln:dn!sTnssh:aryt«N,ksr isGrtquYl�IArd60nK, tra OrntrrAsrurigaCntS: ktrmr gnps,ufirssaedaarow&IG ulur6xlfi,;itiq¢dzatlrl L'R+ep:nadtirlP6atstfi:8nrdtlrfine; aeftigkutig,dogetisid'rLrniknystdihde ngmniliryd :280083 ne63r¢rgtsigasi 6:6Wn. toulnsamt¢rlormsera6¢eir.Ip+dnancro�agrrq¢�ant¢p[dwsenmptsnrabxat[.rFlmsza er¢a�wtxaPd¢�r.tn[evixsa.ngnsa�mn ntamcd¢vwss w.pa,t¢r:s oe,gtrquentrmsvmna„r¢,�am 4451 St. Lucie Blvd. rnnwmufdtrefxamrgndept�nirdlrrNenmhN.ihi� Drs!p[¢riaxb[gr8eta!IligWapa,nUnslyd¢srgm:nottqk¢AN{.N¢grdr¢dlKs¢mrtddnikirFl. _ Fort Pierce, FL 34946 Copptig6r®t4166•IgaolLosszs-kthonyLTonlaIII, P.F. Reprolunianolihisdo¢amem,inanyfo¢m,isprohibited wBhounSenitteepermission hnnA-IPoolfmsss-Ac[6aoyLTon§eIII,P.t. Job Truss Truss Type Qty Ply A0141911 XCAS6512B D09 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com -1-4-0. 6-8-0 1.5: 0 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:10 2017 4x8 = 4.00 FiT 1.5x4 II Dead �QattDefl. = 1/4 in 3x4 = 1.5x4 11 3x4 = JXh = 3x8 = 3x6 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 FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP M 30 `Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 RRACING- TOP CHORD Structural wood'sheathing directly applied or 4-3-13 oc' pudins, except end verticals. BOTCHORD }Rigid ceiling directly applied or 3-7-13 oc bracing. WEBS 1 Row at midpt 3-10. 6-8 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1101/0-5-8 (min. 0-1-8) 2 = 122710-8-0 (min. 0-1-8) Max Horz 2 = 341(LC 8) Max Uplift 7 = -571(LC 8) 2 = -647(LC 8) Max Grav 7 = 1101(LC 1) 2 = 1227(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2605/2160, 3-4=-1629/1350, 4-5=-1047/955, 5-6=1047/955, 6-7=-1049/1005 BOT CHORD 2-16=-1823/1835,2-17=-2395/2413, 11-17=-2395/2413,11-18=-2399/2408, 10-18=-239912408, 9-1 0=-1 38911479, 9-19=-1389/1479, 8-19=-1389/1479 WEBS 3-11=0/323, 3-10=-999/1067, 4-10=-267/499, 4-8=-565/568, 5-8=-424/511, 6-8=-1241/1359 CS1. DEFL. in (loc) I/clef! L/d TC 0.72 Vert(LL) -0.2210-11 >999 360 BC 0.74 Vert(TL) -0.49 10-11 >604 240 WB 0.54 Horz(TL) 0.09 7 n/a n/a Matrix-MSH NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. 11; Exp Q 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 571 lb uplift at joint 7 and 647 lb uplift at joint 2. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 24-11-12 PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% m ,�r-na�mrc orrcnt. WA na:F i1a46 f11fi ye[13ll r If f 6 Oke Cn (UsrOYj rYF1j1Q[:6 [a Y Yl !u¢ r of [alprmc nt ut mt u2r tt t rrcrs CniptOnrur�[wj®I M1t4 wrr rtxkam: P'_ t an:e s7erl at na Wo, ed-h, rt et n 2e!oa.t r fLTtetam4rplMssaNktteifxleiiCNIt trpmA.W[r)WI. rcantnr. Anthony T. Tombo III, P.E. al txet n:srmstar mrpi.slsfte rtgxr171i3A5t O.xr,enO.xrsaae+mAryrLnntta7lmr e:npe,hde awta tfMRihtlt(nl!it elaAlqudz alRld. rke epnnl olne Nente{fite.rtdM1ernuioMfn;krnlny ilue{e�sLf+tpnn7hnnr sldlt:M1eit:ptni>airyrl. 80083 ' M1tr tfuie:upaad titan: AVtsles se!tnnl>r7DC ulazpaC,med7"ieran eltcl+ilSry 6aryxnl SaShlLxaeutn(IISIJpos6:kl It lPlua5xl etrelen:e/hrN�rsdpsi0tae.rf}1 de5ttsdtngn+wTifin niGliesdla:Lass O:s+rte,TrmsMgttytertteilmsSsuAtantyt+last. 4451 St. Lucie Blvd. tM1anlseFdalNt!xnmttpadtrnn rimrslrt:9poan lntW let ln:tDa!rt ItIsm b 171M1t 6pnw aftgerlfa}Fort Pierce, FL 34946 ropyright®2016A-IRaolUasses-AothooyT.TambeIII, P.I. Reproduainafthisdomment,inany form, isprab3Beiwithoutthewrinenperminianfrom A-lFaofitusses-Aathanyp.TamboIII, P.E. C Job Truss Truss Type Qty Ply , XCAS6512B D10 Half Hip 1 1 A0141912 Job Reference (optional) .,,.nvus nuaa , un riot a. oYo , cmynl,a au b-11a I I 4.00 12 3x4 4 26 N , r W 5z14z- HWP ! U- - -------- --- — UA 1.5x4 2 E 1 > -.-29 30 31 14 27 28 15 2x4 11 6x8 3x4 = 3-8-0 Kun: 6.12u s Aug 16 2017 Vnnt: B.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:10 2017 Page 1 5x6 = 2x4 11 5 6 ,2 32 13 33 4x4 = 35 11 10 6x10 = 3x6 = 3x4 = 4qpALpad Deft. = 318 in 7 8 Li I 36 1211 9 4x8 11 Plate Offsets (X,Y)—[2:0-2-13,0-2-4],[2:0-5-12,Edge],[3:0-2-0,0-3-4] [5:0-4-12 Edge] [9:0-2-12 0-2-0] [10:0-0-8 0-1-8] [12:0-3-0 0-3-12] [13:0-2-0 0-1-81 LOADING(psf) SPACING- 2-I0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 11.25 TC 0.81 Vert(LL) 0.36 14-23 >819 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.72 9-10 >415 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.25 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2Q07 Matrix-MSH Weight: 174 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 3-29=-3870/4079, 29-30=-3870/4079, LOAD CASE(S) B2: 2x6 SP 240OF 2.OE, B4: 2x6 SP No.2 3-30=-3870/4080, 3-31=-3873/4082, Standard WEBS 2x4 SP No.3 14-31=3873/4082, 14-32=-3873/4082, OTHERS 2x4 SP M 30 "Except` 13-32=-3873/4082, 13-33=-2165/2376, 01: 2x4 SP No.3 33-34=-2165/2376, 12-34=-2165/2376, LBR SCAB 1-4 2x4 SP M 30 one side 6-12=-263/317, 10-36=-297/577, SLIDER 9-36=-297/577 Left 2x6 SP 240OF 2.0E 2-11-3 WEBS BRACING- 5-13=-544/676, 5-12=-308/295, TOP CHORD 9-12=-860/713, 7-12=-844/1066, Structural wood sheathing directly applied or 3-10-2 oc 7-9=1531/1467, 4-14=-205/469, Y purlins, except end verticals. 4-13=-1804/1799 BOTCHORD I Rigid ceiling directly applied or 4-11-13 oc braci[�g. NOTES - Except: I 1) Attached 9-0-10 scab 1 to 4, front face(s) 2x4 SP M 10-0-0 oc bracing: 10-12 I 30 with 1 row(s) of 10d (0.131"x3") nails spaced 9" WEBS o.c.except : starting at 3-6-0 from end at joint 1, nail 1 1 Row at midpt 9-12, 7-9 row(s) at 2" o.c. for 2-0-0; starting at 6-5-12 from end MiTek recommends that Stabilizers and requited at joint 1, nail 1 row(s) at 4" o.c. for 2-5-11. cross bracing be installed during truss erectio{� in 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) accordance with Stabilizer Installation quide. I Vasd=132mph; HVHZ; TCDL=5.Dpsf; BCDL=5.Opsf, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS REACTIONS. (lb/size) (envelope) and C-C Exterior(2) zone; cantilever left 9 = 1109/0-5-8 (min. 0-1-8) and right exposed ;C-C for members and forces $ 2 = 1249/0-8-0 (min. 0-1-8) MWFRS for reactions shown; Lumber DOL=1.25 plate Max Horz grip DOL=1.25 2 = 298(LC 8) 3) Provide adequate drainage to prevent water Max Uplift ponding. 9 =-556(LC 8) 4) Plates checked for a plus or minus 0 degree 2 =-648(LC 8) rotation about its center. Max Grav 5) This truss has been designed for a 10.0 psf bottom 9 = 1109(LC 1) chord live load nonconcurrent with any other live 2 = 1249(LC 1) loads. 6)' This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max. Comp./Max. Ten. - All forces 250 (lb) or ess except rectangle 3-6-0 tall by 2-M wide will fit between the when shown. bottom chord and any other members. TOP CHORD 7) Provide mechanical connection (by others) of truss 3-18=-3009/2612, 4-26=-4163/3730, to bearing plate capable of withstanding 556 lb uplift at 4-5=-2528/2186, 5-6=-2190/1938, joint 9 and 648 lb uplift at joint 2. 6-7=-2114/1858 8) This truss has been designed for a moving BOT CHORD concentrated load of 200.01b live located at all mid 3-29=-3870/4079, 29-30=-3870/4079, panels and at all panel points along the Bottom Chord, 3-30=-3870/4080, 3-31=-387314082, nonconcurrent with any other live loads. .. .. Nrrrrt.nesse rs graw•ak'4I t, AG3S3,"SflliryfF6AL iEe4SE(DScIii2Rlt71@F,t(b9!fl'jL:sM7t�:7ED:X1'ruv.tit kYpa}ucanesvireetuk;nls'snsst.ileErnigilDt;MIN W.FIA.WLI-1 wemaffliteretx. Milos"" stcdnte it-0,ad, wd;a"«Kjfirimmolt.fnmb;,nagtatrwsgs:St an;,:}rcu} nr, a:arwo}1DDma�a,> ,dnardumd b}:ap rnDrNrrdtad�eb:irinaia}�rnnatuari!, ptru.IWa,rn, }u�.sr } a a:mu Anthony Y.TomboI1i,P.E. - 'aNeiad6a4}nlSadbirtilSG}n'NtYs�USD1YJ21S!DItC.63DLt!(fadKllf�t}ldttaSt}f.JS}DLSI�l,b6euduSd&:11t,3tQruldaFadli4tqulard7flLSaggrasa3dWltafut da;addabr,Ln aag q.dnq+,3.h1'vaaaadbeX-gsiv8kerxaespnsi4tt!d uwiagre;i,^xenxd(Idnah!.}Daxas stlaanWl7Dasg6sgr#usalgaksansrx G.+UirgpoyaeSgr!hti4acaani)6ggrtiissdk}inseSe;t an aeh�ceudtn garal gwtme,iN-Sec3aes4angacn:`:tCt;Mlfirsa'.frrnss6esu e,ira;shaaa Faybtu et'nn SFmdatlare,slass t80083 nftr•De kMd4te( syeedgealae;rn}!}aftgaa`iasksa4rel�letatsgrdpftggdtusis DDI3aterm}rdpsa,mfossSntanFaSftee!dangaEiia}, L1aa{tla€begA+•srnatsFaslAIfLI. 4i5i St, Lude Blvd. FostPierc Fort Pierce, FL 34945 [oprrighStZ'Y-016A-1Foottmtses-AmCaeyl.lom5o@,Pi feprodaationdthisdommcar.incoyfat,isptaEbitrd.nbooubeoiireopermissiothomA-)RodInitses-Whoyl.lomloN;P.E Job Truss Truss Type Qty Ply A0141913 XCAS6512B D11 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:11 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-FunM56WatgGMXsiwlyZRRgZJ5m5x7C7Z7X?mA?ylgy6 1-4- 3-8-0 9-10-8 15-21 19-3-3 24-9-0 33-6-10 42-6-0 4- 6-2-8 5-3 8 4-1-3 5-5-13 8-9-10 8-11-6 3x6 = 4.00 12 5x8 = 3x4 II 3x6 = 3x8 = 3x6 = 3x6 11 Dead Load Defl. = 112 in d a=11 c 3120 32 2x4 II 1716 38 39 15 14 40 13 41 12 3x6 = 5x12 5� 6xl0 = 4x4 II 3x6 = 3x12 = 3x4 = 10x10 = 24-9-0 33-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.38 12-13 >559 360 MT20 244/190 TCDL 15.0 Lumber DOL 1,25 BC 0.80 Vert(TL) -0.72 19-28 >408 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.22 15 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix-MSH Weight: 237 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 'Except* B2: 2x6 SP 2400F 2.OE, B4: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-3 BRACING- ` TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc •purlins, except end verticals. BOTCHORD - Rigid ceiling directly applied or 2-10-13 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 15-18, 8-13, 11-13, 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 370/0-8-0 (min. 0-1-8) 2 = 920/0-8-0 (min. 0-1-8) 15 = 2644/0-5-8 (min. 0-3-2) Max Horz 2 = 255(LC 8) Max Uplift 12 = -206(LC 9) 2 = -487(LC 8) 15 = -1320(LC 8) Max Grav 12 = 404(LC 38) 2 = 920(LC 1) 15 = 2644(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-23=-2332/1991, 3-4=-1835/1551, 4-5=-736/574, 5-6=-706/529, 6-7=-1978/2151, 7-8=-1978/2151, 8-9=-308/126, 9-10=-308/126, 10-1 1=-308/126,11-12=-289/317 TOP CHORD 3-23=-2332/1991, 3-4=-1835/1551, 4-5=-736/574, 5-6=-706/529, 6-7=-1978/2151,7-8=-1978/2151, 8-9=-308/126, 9-10=-308/126, 10-11 =-308/126, 11-12=-289/317 BOT CHORD 3-33=-1547/1718,33-34=-1546/1718, 3-34=-1 54611719, 3-35=-1 55511727, 19-35=1 1555/1727,19-36=-158311765, 36-37=-1583/1765,18-37=-1583/1765, 5-18=-339/416, 16-39=0/303, 15-39=0/303,14-15=-2074/1901, 14-40=-2074/1901,13-40=-2074/1901 WEBS 4-19=-439/618, 4-18=-113011111, 15-18=-670/498,6-18=-1182/1458, 8-15=-1371/1375, 8-13=-2060/2354, 10-13=-675/824, 11-13=-123/286, 6-15=-1886/1734 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent 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 206 lb uplift at joint 12, 487 lb uplift at joint 2 and 1320 lb uplift at joint 15. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wc�np-nnssNne}llpnkx Cu'1�1IG�6 naLESfis`1aT', 6E59st IR.436F0lOIIIDlS(DSIOY(t6t3'S3[H8,6tED-eYFITIua Gritpeaiprpa rsMsnlrnl whsn^ss toss&sipDrtrm3;ID'.mdHe lsSaryLlextc lD;P_'.Iekna ShRtdare ru. GdsukF nises�te(ntEe RD,edp ', fkT}}s[ @rplehs saeDkssHG.ls 7DDGle rdd. Iselrer,Dn-,e hpa:xne,Spe:sFp &pas ae:s�nSrTP; sgsesmsalscepAtt Ati ads seailegirzsmprz:7as�iDJr6•@elssgsdlksny4 Gas: kpilaln M:pOGedf,ndn lFFl. Fuhape ssnuptas, Isinp nd�en, sntalCrtp Anthony T. Tombo III, P.E. W rrclYv; rnn G•�teciiay is De spnfu:IDpAhsOsen,ta Dwsets oAlsmsi epr2nit: [alfmp P:;gs,nftereshArin lM delx FtaGn35alfupsaknliPlLIM eip;nslo!GrlOhatapfie0ssed8e i�:s, IsdskspinAmy slxeps,nsfel aranl knxe sld:k Dx rs�pmuJdpsi 480083 ' listailf¢p0ssipaed6akedw mspnsslrrlul7:iDCnidnpwtisrnla+ulirssellYeNiltep(espffalSah¢Hesaehan;l(S6prlfisk/irRlnf53Geeretnnuebepssdpulee:e.1N-IiefinesftenirndMlr.Sesniklresdlllns;0.upa,TmssDevSr6rnnnitnss aGsne�;mass 4451 St. Lucie Blvd. MnwissiafarAlps:xnmsasedqalvnrxalpol Patin unGel.lbeln;sDa9n Eej�wis RDliksa:ltiq Dal,WsyerGassSpstex hpbta of upY+ilpup. LlrtpDdessfYc; ne ss dd�rd%iPll. Fort Pierce, FL 34946 (opolitV2016A-1kdlmssn-Anthonyf.lamballi,p.E Repmdanionofthisdownin,m,inany form, isProhibited wishoutFbeminenpenaissian from A4Rooffmsses-AndooyLlamboIII, p.f. Job Truss Truss Type Qty Ply XCAS6512B D12 Half Hip 1 1 A0141914 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:12 2017 Page 1 ID:amP6bxencrcGzclW l dozkBzv95J-j4LkIXXCe7OD80H6rg4gz16T9AQWsf7jMAIKjSylgy5 3x6 = 4.00 F12 5x8 4x4 11 3x8 MT20HS= 3x6 = 3x6 = 3x6 11 4 5 6 7 8 9 10 12 T.14 5x12 �ilN 1.5x4 II 1 2 18 6 34 3536 19 37 5x10 =38 3220 33 1.5x4 II 1716 39 40 15 14 41 13 3x6 = 5x8 � 4x4 11 3x6 = WO= 10x10 = LOADING (psi) SPACING- TCLL 20.0 Plate Grip DOL TCDL 15.0 Lumber DOL BCLL 0.0 ' Rep Stress Incr BCDL 10.0 Code FBC2014/TPl LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 31, B4: 2x6 SP Nc WEBS 2x4 SP No.3 *Except* W7: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3 puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-18, 15-18, 8-13, 11-13, 6-15 MiTek recommends that Stabilizers and requir cross bracing be installed during truss erectior accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 12 = 395/0-8-0 (min. 0-1-8) 2 = 931/0-8-0 (min. 0-1-8) 15 = 2609/0-5-8 (min. 0-3-1) Max Horz 2 = 218(LC 8) Max Uplift 12 =-210(LC 9) 2 =-500(LC 8) 15 =-1293(LC 8) Max Grav 12 = 418(LC 38) 2 = - 931(LC 1) 15 = 2609(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or le when shown. TOP CHORD 3-23=-2663/2295, 3-4=-2236/1873, 4-5=1149/921, 5-6=975/718, 6-7=2209/2458, 7-8=2209/2458, 8-9=413/163, 9-10=-413/163, 14-8-0 1-7-0 24-9-0 6-6-0 0 -0 9-7-0 13:0-1-8,0-2-4], [4:0-5-8,0-2-8], [5:1 !-0-0 CSI. 1.25 TC 0.98 1.25 BC 0.84 YES WB 0.91 !007 Matrix-MSH DEFL. in (loc) I/deft L/d Vert(LL) 0.5719-30 >519 360 Vert(TL) -0.8819-30 >332 240 Horz(TL) 0.28 15 n/a n/a TOP CHORD t 3-23=-2663/2295, 3-4=-2236/1873, 4-5=-1149/921, 5-6=-975/718, 6-7=-2209/2458, 7-8=-2209/2458, 8-9=-413/163, 9-10=-413/163, 10-11=413/163, 11-12=-313/346 BOT CHORD 3-34=-1893/2160, 34-35=-1893/2160, 3-35=1893/2160,3-36=-1893/2160, 4 oc 19-36=1893/2160, 19-37=-1910/2194, 37-38=-1910/2194,18-38=-1910/2194, 5-18=-398/491, 1640=43/322, Except: 1540=43/322, 14-15=-2335/2085, 1441=-2335/2085, 1341=-2335/2085 WEBS 4-19=-210/518, 4-18=-1104/1036, 15-18=-645/486, 6-18=-1279/1636, i 8-15=-1359/1358, 8-13=-2315/2685, in 10-13=-669/817, 11-13=-126/378, 6-15=-2196/1974 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live ;except 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. Dead Load Deb. = 9/16 in 4x6 =11 42 12 3x4 = PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 223 lb FT = 0% 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 12, 500 Its uplift at joint 2 and 1293 lb uplift at joint 15. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loans. LOAD CASE(S) Standard a.,or-nx,m�qs¢ne.rx•rsma€tws<s;srturs[s3nnrusam:mncntmrou;w�sryursaa:tnrsntr�ratHut�unw,:mnmrnensrn�a,tnncevem::�por;aware:ntt.r�tvc!:rt.r�„santaar.w ovruer.,.�>trnNmn:tro.nir ILTsttenamttlnrssl9t:ssdfur3ei0CN4sd:LlstTmso•.sge6renr{i.e.,Sre;n¢rf�pusdn::alwasylD,rgnsuts®regemsdfiernh;s�,dn;h:nmrmtcxmbrnereupdmeve�sTm:reremnt>•IDoup,ssrnmTt�hs�snuotcns,�nrmecins.>wtater .. AnthonyT. Tombo III, P.E. n/n:r1t»sTmsWrrgUi�tis&mrusiTl�ydm,Unrt,hg»ds,florueegaen ne ra7tui g::e,h�e whddRr�ni lt(nerw�IS�:IligcefzaeTtlI. rM epmdo!nr None e,fi:bsudneTnss; mdren.7keselut, uage,'vsLneunnrhewssid:h�ns}SniiilrttJ .z 80083 f nrugreruuigealDoCrdw.rnurr:nMhr�igonrnrnmop,erunameoegrrnisigtfir:ra�nSQraex.rrrmnassuw.snva�ydpuore.mtnsnta:rnr,ntanndnrossaiPe,tnsu,RttYn�Ret�na�srartw,M� 4451 St. Lucie Blvd. mw.u«�atrrnemroeagnmwnrgsanrxa imttrr.tsr1.Wt. iMin{7nkp91yDnlTayain SIMh1Wnofnr03fin.Fort Pierce, FL 34946 Copyright®tg16Ad Ruofimsses•ArahonyLlembelll,P.E. Aeprodudiunofthis dotument.innnyfarm,isprobiEitedwithouttbewrinenpeimissionfrom A4Aooffrusses-AmhonyT.Tombollf,p,L Job Truss Truss Type Ory Ply XCAS6512B D13G Half Hip Girder 1 A0141915 Job Reference (optional) _ Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 11:02:16 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-eSYpMMKHAJThtRwaTUuXOpAOo 1 Vvs2D99j8ogaylePr n1-4-0 6-2-0 10-9-12 14-8-0 1$ 2-018-0-15 24-9-0 33-7-942-6-0 4- 6-2-0 4-7-12 3-10 4 0-6-0 3 4-15 fi-2-1 8-10-9 8-10-7 4x6 --p 6x6 1,5� 4 11 4z6O [ 2 3x10 II 4x6 = 35 5 HW31 1.Sx4 II N 1 2 6 5152 2253 54 56 4923 50 3x6 11 4x8 = 3x6 = 4x8 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 FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP M 30 'Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP 2400F 2.OE, B4: 2x4 SP No.3 B3: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except` W7: 2x8 SP No.2, W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17 4-4-5 oc bracing: 14-16. 6-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 9-14, 7-16 REACTIONS. (lb/size) 13 = 68310-8-0 (min. 0-1-8) 2 = 1621/0-8-0 (min. 0-1-8) 16 = 5259/0-5-8 (min. 0-3-2) Max Harz 2 = 175(LC 4) Max Uplift 13 _-381(LC 5) 2 =-946(LC 4) 16 =-2904(LC 4) Max Grav 13 = 683(LC 1) 2 = 1621(LC 1) 16 = 5259(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-26=-4263/2299, 34=-7191/4086, 4-34=-6649/3695, 34-35=-6649/3695, 5-35=-6649/3695, 5-36=-6649/3695, Continued on page 2 Dead Load Defl. = 518 in 6x10 = 6 • 37 8 MT2�HS= i8 SR� 39 !IO F1 3 �162 �.Sx431� 44.'F5 F6 1741,6 =1248 1918 58 199 60 61 62 6316 1§4 65 66 67 2x4 11 44 = 5x6 = 3x6 = 10x10 = CSI. DEFL. in (loc) TC 0.97 Vert(LL) 0.57 21-22 BC 0.71 Vert(TL) -0.95 21-22 WB 0.82 Horz(TL) 0.32 16 Matrix-MSH TOP CHORD 3-26=-4283/2299, 3-4=-7191/4086, 4-34=-6649/3695, 34-35=-6649/3695, 5-35=-6649/3695, 5-36=-6649/3695, 6-36=-6649/3695, 6-37=-3624/1989, 7-37=-3624/1989, 7-8=-3616/6526, 8-38=-361616526, 3B-39=-3616/6526, 9-39=3616/6526, 9-40=-490/186, 40-41=-490/186, 41-42=-490/186, 10-42=-490/186, 10-43=-490/186, 43-44=-4901186, 11-44=-490/186, 11-45=-490/186, 45-46=-490/186, 46-47=-490/186, 47-48=-490/186, 12-48=-490/186, 12-13=-488/388 BOT CHORD 3-51=-3961/6947,51-52=-3961/6947, 3-52=-3961/6948,3-22=-3957/6940, 22-53=-4102/7211,53-54=-4102/7211, 54-55=-4102/7211, 21-55=-4102/7211, 21-56=-2286/4171, 56-57=-2286/4170, 20-57=-2286/4169, 6-20=-1046/693, 18-59=-148/264, 17-59=-148/264, 17-60=-523/306, 60-61=-523/306, 61-62=-523/306,62-63=-523/306, 16-63=-523/306,16-64=-6526/3616, 15-64=-6526/3616, 15-65=-6526/3616, 65-66=-6526/3616, 66-67=-6526/3616, 67-68=-6526/3616, 14-68=-6526/3616 WEBS 4-22=-1 020/1895, 17-20=-782/455, 7-20=-2376/4285, 9-16=-2668/1717, 9-14=-388317007,11-14=-1191/965, 12-14=-183/427, 4-21 =-575/52 1, 5-21=-362/301, 6-21 =-1 442/2538, 7-17=-71/463,7-16=-6366/3521 33-7-9 14 68 69 70 71 72 73 13 5x8 = 2x4 11 42-6-0 C I/deft L/d PLATES GRIP >517 360 MT20 244/190 >312 240 MT20HS 187/143 n/a n/a Weight: 449 lb FT = 0% NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL--1.25 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; 9801 8th Moving Load; #901 9th Moving Load; #1001 10th Moving Load; #1101 11th Moving Load; #1201 12th Moving Load; #1301 13th Moving Load; #1401 14th Moving Load; #1501 15th Moving Load; #1601 16th Moving Load; #1701 17th Moving Load; #1801 18th Moving Load; #1901 19th Moving Load; #2001 20th Moving Load; #2101 21st Moving Load; #2201 22nd Moving Load; #2301 23rd Moving Load; #2401 24th Moving Load. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. war-eenud¢RM.WAI1ocnmcBFsnk;rrs3x l!uua"I.TMhM.ff. ufcnas>.W. cdtt,.x�mrredamrleo.rdl 0171kaae4r 0ehtsWh.,1*2?3DhkYdk A,.1,.sD.w Eynawhesrsrt:siudum:xly!e:ya:rta'flgrult,War IM.Tnela,nnuu es.latus m/Giescs i�:ry Anthony T. Tornbo Ill, P.E. nd aedro�sL.ssloraq di4#Ilt de tapers:IlrydCtCner,taC.eersoal.med ryaeu ro: rnNery r:!gx,n3e ndeddtis nG@r lHnf(s lm4 sotligcdrWRld.Mypn0dGrTaU.1:ry§-d.u94,T..*.MgWikg.,I.q,hsbrafi..11,.-IsWdi, .l.,settd =80083 ' M1eb:lrmr a:si�xreedWatarc. s6estes ssf.tl�PelUC rtd2e ltw5usedN:iel'vesdtkledGq (eel<sxl1ahh 19aadka(r(SQselSkslrlfl ndSlLtniefenn/iur rz7d pi6st. lNl d�iset8r ngnvMlaes wdAIrcsdroaltnSSU:S'ta,Trets lk!irs Eyrsen nt lnss Nn.hdrtn,ntns rNnrrtsfutm:dMs:o[rt�rycdgnffin¢rs-h, dJ yulrts hnhal.lhrran DeOn ral'menuk7rNkiria3Unlpf!,aiirt!5!tesh hwdn kzlf maudo-talus:urtsdenaaml. 4451L 34946 Fort Pierceerce,, FL 34946 (apyrig61;92016AIAoolLess=s-Arihony LTamho lll,P.F. Repraduriaa ofthis dammoroja any form, isptablued whhounbe minenpermissian from Ad RaofTsasses- AmhoayGTamb 111, P.F. Job Truss Truss Type qty ply a XCAS6512B D13G Half Hip Girder 1 A0141915 Job Reference (optional) .. r ,.wr r r..o� , vn r,cr , � .atic caryutw,a i uuaa.wm NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift, at joint 13, 946 lb uplift at joint 2 and 2904 lb uplift at joint 16. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 188 lb up at 6-2-0. 82 lb down and 95I1b up at 7-0-12, 82 lb down and 95 lb up at 9-0-12, 82 lb, down and 95 lb up at 11-0-12, 82 lb down and 95 lb up at 13-0-12, 115 lb down and 165 lb up at 15-0-12,1115 lb down and 165 lb up at 17-0-12, 115 lb down and 165 lb up at 19-0-12, 115 lb down and 165 lb up at 21 0-12, 115 lb down and 165 lb up at 23-0-12, 115 lb down and 165 lb up at 25-0-12, 115 lb down and 165 lb up at 27-0-12, 115 lb down and 165 lb up at 29-0-12, 115 lb down and 165 lb up at 31-0-12, 115 lb down and 165 lb up at 33-0-12, 115 lb down and 165 lb up at 35-0-12, 115 lb down and 165 lb up at 37-0-12, and 115 Ibldown and 165 lb up at 39-0-12, and 115 lb down and 165 lb up at 41-0-12 on top chord, and 543 lb down and1370 lb - up at 6-2-0, 134 lb down and 79 lb up at 7-0-12, (134 lb down and 79 lb up at 9-0-12, 134 lb down and 79 lb up at 11-0-12, 134 lb down and 79 Ib up at 13-0-12 ) 72 Ib down and 22 lb up at 15-3-12, 72 lb down and 22 lb up at 17-0-12, 72 lb down and 22 lb up at 19-0-12, 72 lb down and 22 lb up at 21-0-12, 72 lb down and 22 lb up at 23-0-12, 72 lb down and 22 lb up at 25-0-12, `/2 lb down and 22 lb up at 27-0-12, 72 lb down and 22 lb up at 29-0-12, 72 lb down and 22 lb up at 31-0-12,172 lb down and 22 lb up at 33-0-12, 72 lb down and 22 lb up at 35-0-12, 72 lb down and 22 lb up at 37-0-12,land 72 lb down and 22 lb up at 39-0-12, and 72 lb down and 22 lb up at 41-0-12 on bottom chord. The design/se' lection of such connection device(s) is the responsibili I of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-12=-70, 23-25=20, 3-20=20, 18-19=-20, 13-18=-20 Concentrated Loads (lb) Vert: 4=76(F) 6=-115(F) 22=543(F) 20=59(F) 7=-115(F) 21=-134(F) 5=-46(F) 34=-46(F) 35=-46(F) 36=-46(F) 37=115(F) 38=-115(F) 39=-115(F) 40=-115(F) 41=115(F) 42=-115(F) 43=115(F) 44=-115(F) 45=115(F) 46=-115(F) 47=115(F) 48=-115(F) 53=134(F) 55=134(F) 56=134(F) 59=-59(F) 60=-59(F) 61=59(F) 63=-59(F) 64=-59(F) 65=-59(F) 66=-59(F) 67=59(F) 68=-59(F) 69=-59(F) 70=-59(F) 72=-59(F) 73=-59(F) a.l zus Hug io zul / mi t eK mOUSines, Inc. I nU NOV Ito 11:U2:16 2U1 / Page 2 ID:amP6bxencrcGzclW 1 dozkBzv95J-eSYpMMKHAJThIRwoTUuXOpAOo1 Vvs2D99j8o9aylePr ra,;y-n�sse�syutR.,.ru•ks so.s smssa(ut!tra�u twf ermnm_n nsrau'wmyamoetesutar nn: usasavpWo�ax,mrr:sevks u ors tnuc:sftsen.�pce;d m lm.rt. t�aartu�mssgtedQ, �,. rmsso!r«.fK r,sN nsrr%,ar wTst am+�a,semks tmu�klesdtrseTsrso�tyksid� settrp�,u:sstnatm mumsea�r�,dmr,� kwvg,�kts rrraramrmgsamenpTm:tq�aaxtconfr,utatt[Lr�hgrnuassksekrusan al,m ' nemedhsrmsa �tsunerry� �wraao.k rmaer.Nrnqkefzagelrrerz:lafer&tleWLee.d,9MM+.nkrsrtttGNx nheael TRUAtnulklra:tk�eiAc.l.§eI,m�sDim::rsn4dersyDdrclLkcnxtdnKeSEka9il(ArseRkOea:'sfsW',l�Snc!4n6¢i9INxeu,u,edwertLdiaonlfstltSSetlAlUtmLdR8G2r�xiE1flaslCmhWWlyFdSxE7Gflrtderl .er,¢r aemrtlr�d,pilmms. �Inrlidmstl�regns8llnniAtlesdRtms6:spe,Trsss�:m6grxrnttnssuassfsa,u,nfm� AnthonYT. Tomtw I[[, P.E. .E.deraw r u dsertssd : ¢oest=80083 S1IjUNl snn[ddkih4451St. Lucie Blvd. (opyrighf V 2016 A -I t3alTn%as-"ooyL 1DmSo IgIAL Peprodmiaa of This dotomeet. in ooytotm, is prohlited wahomt6e miato permission [too A-1 toof Tosses-ActonyL lcm5o W, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0141916 XCAS6512B D14 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:17 2017 ID:amP6bxencrcGzclW 1 dozkBzv95J-329dMFbLSgOWFn93eDgrg5pJ4B9LXy5SVSS 20-1-1 27-9-0 36-3-0 37-5-12 5x10 MT20H5= 5x6 zz� Dead Load Defl. = 1/2 in 4.00 12 3x8 = 3x4 = 5x6 WB= 3x4 = 4x6 = 3x8 = 5x6 = 17-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) -0.49 10-12 >919 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -1.00 10-12 >447 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 224 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W7: 2x4 SP M 30 OTHERS 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 3-6-13 oc bracing. WEBS 1 Row at midpt 5-10, 6-10, 7-10, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1804/0-8-0 (min. 0-2-2) 9 = 1661/0-5-8 (min. 0-2-0) Max Harz 2 = 621(LC 8) Max Uplift 2 = -899(LC 8) 9 = -889(LC 8) Max Grav 2 = 1804(LC 1) 9 = 1695(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4037/3331, 3-4=-3785/3212, 4-5=-2839/2390, 5-6=-1463/1245, 6-7=-1300/1286 BOT CHORD 2-19=-3244/3312, 2-20=-3896/3746, 14-20=3896/3746,14-21=-3313/3219, 13-21=-3313/3219, 12-13=-3313/3219, 12-22=-2378/2315, 22-23=2378/2315, 11-23=-2378/2315, 10-11=2378/2315 WEBS 3-14=-387/576,4-14=-494/586, WEBS 3-14=-387/576, 4-14=-494/586, 4-12=-820/961, 5-12=-625/825, 5-1 0=-1 338/1486, 6-1 0=-1 17/299, 7-10=-1552/1631,7-9=-1744/1809 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4, 6, 7, 8, 2, 13, 14, 3, 12, 5, 10, 9 and 1 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 11 checked for a plus or minus 4 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss' to bearing plate capable of withstanding 899 lb uplift at joint 2 and 889 lb uplift at joint 9. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ireah;•Fies!tme¢¢rtuer 5e•4110:i 110LES,rS[12Ei''oi[[9ll I7.MSrNtN00sS rJStOY-fOr3's3Lt¢OStOiY:Mler¢¢nA/Gupµr-nhrseelmlexisntisrnu¢nlp mevminot7me6e Wwrl.raEs lYrisra,v,fhnsavero. ¢dssseam.iKntelnte tOD,sK WT:Fr m+timsse9kasel w�rtetCCmTesat ls.irnsoxg [s aps,'•imse¢6;ue,a: sslnm;tfd rgreuafs®:cgtr:atls¢ah:v:od;e vr�rnp:attt6rtkesuadoew9b rrn:¢rp:ast:rrxmord¢.nlnml. Tzusys nuoyn$Ixeie;uwnuc uiMaq Anthony T. Tombo 111, P.E. uenedH::Lm Want kiG^y isae mpnS:Ilry elexOnrt,�0+xls WhmelepOnlL•killer;Oni¢e,h9 uaeddlSe RCte IL(aefielr lxnligrv4 eefl¢Id. Tu enmdiffi l00n/eryO;Nneelte irrss,mdc£n;4x7ay ilaeie,nsLreOwnlFna; s6dlle Se rssfrtsiYOi¢d 80083 ' 11,11nlro;0;stprrWMemr. 4451 St. Lucie Blvd. et;rdssiers,ahefxamepr¢gnlvr7 nci;ran lsntvl Ih Twlasn6;ceu is 401htxui>;Oeilpa;auess<tma6pnn a TkAff". tJla;Cdedlnz:nenadntbnu. Fort Pierce, FL 34946 (oppight0t016A-1Rmffmsses-AmhonyHombaIII, P.f. Reptoduuionalthisdommont,inanyform,isptobibbedwithouithasnfienpermissiaafrom A-IRaolLosses-ArthonyLTomhoIll;P.L Job Truss Truss Type Qty ply XCAS6512B D15 I Half Hip 1 1 A0141917 Job Reference o tional �, �Y�V�, ucasyn�wa ruuss.wrn Run: a.IZu s Aug lb Zul f Print: MIZU S AUg Ib Zu1 t Mf I ek industries, Inc. Thu Nov 16 08:09:18 2017 Pagel n - _ ID:amP6bxencrcGzclWldozkBzv95J-XEi?ZaczDz8NsxkGCwB4DILUmbW8GNnbk6Cew5ylgy? 4.00 12 5x8 = 1.5x4 II 4x6 = Dead Load Defl. = 1/2 in 6 __7 8 5x6 WB� 5x6 5 4 3x4 3 W4 1.5x4 II 2 t 12 rl 20 21 15 14 22 13 23 24 12 11 3x8 — 3x8 MT20HS= 3x4 = 3x4 = 1.5x4 II 3x8 MT20H8= 25 10 26 9 3x8 = 3x6 11 male unsers (A,T)— l4:u-s-u,tagel,lb:u-3-U,U=2-1"LI 16:u-b-8 a-Z-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.40 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.82 13-15 >544 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014frP 2007 i Matrix-MSH Weight: 226 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 `Except' T3: 2x4 SP No.2, T1: 2x4 SP M 0 WEBS BOT CHORD 2x4 SP M 30 3-15=0/348, 3-13=-1120/1170, WEBS 2x4 SP No.3 5-13=-276/641, 5-11=-1456/1531, OTHERS 2x4 SP No.3 6-11=-770/991, 6-10=-1067/1076, - BRACING- ' 7-10=-450/539, 8-10=-1638/1730 TOP CHORD Structural wood sheathing directly applied or 2- -0 oc NOTES- purlins, except end verticals. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, Rigid ceiling directly applied or 3-6-6 oc bracing. h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS WEBS (envelope) and C-C Exterior(2) zone; cantilever left 1 Row at midpt and right exposed ;C-C for members and forces Be 8-9, 3-13, 5-11, 6-11, 6-10, 7-10, 8-10 ed MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 r MiTek recommends that Stabilizers and requi' cross bracing be installed during truss erectio�, in 2) Provide adequate drainage to prevent water accordance with Stabilizer Installation quide. ponding. 3) All plates are MT20 plates unless otherwise REACTIONS. (lb/size) indicated. 9 = 1663/0-5-8 (min. 0-2-0) 4) Plates checked for a plus or minus 0 degree 2 = 1802/0-8-0 (min. 0-2-2) rotation about its center. Max Horz 5) This truss has been designed for a 10.0 psf bottom 2 = 602(LC 8) chord live load nonconcurrent with any other live Max Uplift loads. 9 =-885(LC 8) 6)' This truss has been designed for a live load of 2 =-904(LC 8) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 9 = 1680(LC 2) bottom chord and any other members, with BCDL = 2 = 1802(LC 1) 10.Opsf. 7) Provide mechanical connection (by others) of truss FORCES. (lb) to bearing plate capable of withstanding 885 lb uplift at Max. Comp./Max. Ten. - All forces 250 (lb) or I ss except joint 9 and 904 lb uplift at joint 2. when shown. 8) This truss has been designed for a moving TOP CHORD concentrated load of 200.0Ib live located at all mid 2-3=-4115/3356, 3-4=-3004/2458, panels and at all panel points along the Bottom Chord, 4-5=-2830/2472, 5-6=-1741/1466, nonconcurrent with any other live loads. 6-7=-965/913, 7-8=-965/913, 8-9=-1609/1568 BOT CHORD LOAD CASE(S) 2-20=-3221/3134,2-21=-3897/3824, Standard 15-21=3897/3824, 14-15=-3897/3824, 14-22=-3897/3824, 13-22=-3897/3824, 13-23=-2784/2765, 23-24=-2784/2765, 12-24=-2784/2765, 11-12=-2784/2765, 11 -25=-1 51811565, 10-25=-1518/1565 WEBS 3-15=0/348, 3-13=-1120/1170, INsmu{-flawlog nm8;seta;eau!US sasmncncxmu{roemumrlmasr!_ma{r[,T{�, mmrK! 4sulisTnssrripDnxar{M}miM1[/AnTr.fwlam,riramaSSaEduew.h![ttulmiexeln6elt-0,nit IhTeka¢a@t{ImssMlkne/txM1<mule welt Is elms Dar-sis ,eitee, dr{rthubod es{I[vsm{rcyouiEik¢brR[eutpd&MO Tres: kphudre.tDD.1t W. ins. tfet[sgO,�n.{m[s, �armd�uc,smdaq a/rsedgn imspx7 kit'�jisD[rniusi>:Inid6[D.w,tlaD.ae''e edn¢el yrxnM1ernl[erp Daps,e8ea[kddhr�delHallaWalSmiligupaeflL Reeflmel aiL[IDDnialfietimdn[Tna:t[deCogbday storye,usL!:mwulkn.r{dd: teDe n.{wsMtrtfd Anthony T. Tombo III, P.E. M1e 67f®yDssiga'I N"'d.. lDuhssdId u rODD al M1e {rcctiu�nl riJ[faudHei[Dia{ 6cpe.1Mir uhnse iislMp""W it INW SO—ese-I I-J—dpilex[. IM1i tdma@[ nsrnSu'Uia uebiin d Mlnsi Oef,-[e, issu 0e!n iefurteellraf 6'ushDrta,ulns 480083 4451 St. Lucie Blvd. eM1mdn4fmWi e;xaod as e2nrre di emauaW t Was r [F N[ h r irisigriki,itigD[slpa,allas Spd¢n 6ibsn dap hlllh}blla{udnAtxeeoe is deM1uld1141. Fort Pierce, FL 34946 (oppight®2016AIRooffmssas-AnthooyLTanhn111,P.E Repmiudianafthisdommeal,inany fore, isplohaitedwilhoul:hewrinanpesmissiontremA-11hoffiosses-ArthooyLian5o111,V.I. Job Truss Truss Type Qty Ply A0141918 XCAS6512B D16 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:18 2017 Page 1 ID:amP6bxenercGzclW 1 dozkBzv95J-XEi?ZaczDz8NsxkGCwB4DILUMbWvGNybk6Cew5ylgy? LQ 8-2-1 15-7-15 23-9-0 30-7-6 37-5-12 -4 8-2-1 7-5-14 8-1-1 6-10-6 6-10-6 5x8 = 4.00 F12 1.5x4 ,11 46 = Dead Load Defl. = 7/16 in 7 8 — 14 12 «< �. 11 10 9 3x8 = 1.5x4 11 3x8 MT20H6= 5x6 = 3x8 = 3x6 11 3x4 = 8-2-1 15-7-15 23-9-0 30-7 6 37-5-12 8-2-1 7-5-14 8-1-1 6-10-6 6-10 6 Plate Offsets (X,Y)—[5:0-3-0,0-2-12),[6:0-5-8,0-2-8),[10:0-2-0,0-1-8),[11:0-3-0,0-3-0) LOADING(psIf) SPACING- 2-M CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.38 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.67 11-12 >672 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 218 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `ExcepC B3: 2x4 SP No.2 WEBS 2x4 SP No.3 ,OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-3 oc bracing. WEBS 1 Row at midpt 8-9, 3-12, 5-11, 6-10, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9 = 1663/0-5-8 (min. 0-2-0) 2 = 1802/0-8-0 (min. 0-2-2) Max Horz 2 = 559(LC 8) Max Uplift 9 = -875(LC 8) 2 = -914(LC 8) Max Grav 9 = 1680(LC 2) 2 = 1802(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4104/3379, 3-4=-3172/2643, 4-5=-3023/2662, 5-6=-2027/1734, 6-7=-1201/1118, 7-8=-1201/1118, 8-9=-1602/1547 BOT CHORD 2-19=-3196/3132,2-20=-3849/3813, 14-20=-3849/3813, 14-27=-3849/3813, 21-27=-3849/3813, 13-21=-3849/3813, 12-13=-3849/3813, 12-22=-2927/2937, 22-28=-2927/2937, 23-28=2927/2937, 23-24=-2927/2937, 11-24=-2927/2937, BOT CHORD 2-19=-3196/3132, 2-20=-3849/3813, LOAD CASE(S) 14-20=-3849/3813, 14-27=-3849/3813, Standard 21-27=-3849/3813, 13-21=-3849/3813, 12-13=-3849/3813,12-22=-2927/2937, 22-28=2927/2937, 23-28=-2927/2937, 23-24=-2927/2937, 11-24=-2927/2937, 11-25=-1756/1829, 10-25=-1756/1829 WEBS 3-14=0/330, 3-12=-941/982, 5-12=-265/579, 5-11 =-1 32211396, 6-11 =-687/915, 6-1 0=-960/977, 7-10=-539/649, 8-10=-1716/1841 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 9 and 914 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Bu•ul•ilwNmlllrreun 6e'1IIPPf ItBSS6 R[ln"yolB3A[[R456LIMPIII@!S[PfIDYf-r6[7)ilC60d[piYEki[na hidrh;ip[cecek-P.1 Foes eis fnnCesi;e OrtruTpC;adOF4ifnrI. Wh19,r..to— sholdllttU. PtIFnCfH'iIn SMIIMGl RP,IFI[ IATk—M, Ilan swell 11"If ,TDPmis edi rssTmsOs. 6 r(,Slemtry G[ a9:s�nv[1C;rymmsoscnmFdarpde;uud eF;u:,mTrnpcildryl�Pr trsgodrasolk imsrq!min6erDPedl,alniRt Nh:y+naapns, acre!uFr�ncwnaer Anthony T. Tombo llI, P.E. Wn:dltsL�sk!�ieil3r[lskengnsSdPldhPnn,h OndsnAlaheleymcu l w1fig Dn..pn,h@ended ena, aC&F I9(alfa lost W1ig b..dIK 1.[h,II Ia[6eTDD.Ijfi:linedf4Tmelodstiglaifmy stre[e,6snfnbanl E-10dl4 Nnsp.owiy" ?80083 ' nstl[qP:signatb�^sin.tPeduwggIt�jrusW[AIhI.Desi,bit-IsXCTA, ealSah¢Ifi+s�����Sflrd�hlMTliwiWhote11.11d stweipNs¢s.ln[e4FnMrzgnsPlhnn[ktiesdte±lnso:ipn,nn:Dn�p�,nFdTn,:vndwnn:n[m slfn•In afieAht[oMenepndgnle nc+s_ 4 r1 geNes isnirk. The rnn Des!es [elben is 1PrtlF4e:I11FTPe,ipa; nLnsS[:kn hFtr:er dentfilfoy SP al9dtr,!!ns; n, n d 9nlBlTL 4451 St. Lucie Blvd. Fort Pierce, FL 34946 (opyright®1pl6AdPPafhutsa•kcl6DnyLTamhclll,P.E. Rep,adudionolthisdommePt,inany tmm,ispfohihilaJ+rdhoutthe wsfienpesmissiaormreRdNocllFPssas•Arttionyi.Pomba06P.[. Job Truss Truss Type Qty Ply + XCAS6512B D17 Half Hip 1 1 A0141919 Job Reference o tional Ai Roor trusses, Fort vierce, FL 34946, design(a)altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:19 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-OQGNnwcb_HGDU5JSmeiJlWufK?p2?sylzmxBSYylgy_ 1T -4-Q 7-6-15 154-12 21-9-0 30-7-6 39-5-12 4.00 F12 5x8 = 6 5x10 MT20HS WEI-- 3x4 5 1. �x4 W5 3 W3 WI 1.5x4 II 1 2 W B2 d3 19 20 14 13 21 22 12 11 23 3x6 3x8 MT20HS= 3x4 — 5x6 WB= = 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 YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M_30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W7: 2x4 SP No.2, W6: 2x4 SP 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, a cept end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9. 5-12, 6-10, 8-10 cross bracing be installed during truss erectipn, in REACTIONS. (lb/size) 9 = 1754/0-5-8 (min. 0-2-2) 2 = 1891/0-8-0 (min. 0-2-4) Max Horz 2 = 516(LC 8) Max Uplift 9 =-912(LC 8) 2 =-965(LC .8) Max Grav 9 = 1780(LC 2) 2 = 1891(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or when shown. TOP CHORD 2-3=-4415/3863, 3-4=-3826/3220, 4-5=-3730/3233, 5-6=-2557/2249, 6-7=-1729/1580, 7-8=-1729/1580, 8-9=-1675/1607 BOT CHORD 2-19=-2669/3146, 2-20=-4260/4121, 14-20=-4260/4121, 13-14=-3171/3189, 13-21=-3171/3189, 21-22=-3171/3189, 12-22=-3171/3189, 11-12=-2231/2367, 11-23=-2231/2367, 10-23=-2231/2367 WEBS 3-14=-658/970, 5-14=-428/692, less except 7x10 MT20HS= 7 10 3x8 = Dedd6_wd Deb. = 9116 in a t� 24 9 46 11 -81, (10:0-1-12,0-1-81 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.99 Vert(LL) -0.4612-14 >999 360 MT20 244/190 BC 0.85 Vert(TL) -1.0212-14 >465 240 MT20HS 187/143 WB 0.77 Horz(TL) 0.17 9 n/a n/a Matrix-MSH Weight: 219 lb FT = 0% WEBS 3-14=-658/970, 5-14=-428/692, 5-12=-1073/1218, 6-12=-674/925, 6-10=-847/842, 7-10=-718/871, 8-10=-2035/2223 NOTES- 1) Wind: ASCE 7,-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) at joint(s) 4, 8, 9, 2, 13, 14, 3, 5, 12, 6, 10, 1 and 11 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 7 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 9 and 965 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard e , g-n vuemguJ mm ne9 Iris mass; u tn'A sreau tans! ©lmnelttusrau! rerj }rorlr[mutlrtm� l rteanrecaxc w ru! ee nos rmsac �on.� war 4uert. rKt. e,r:. raG s 5Y k aeru GJev ntn.ise o] d n ae ICO.M! WTrlsasw�rtimrsShckesefiarne NCnlr sdd. Asairmsa. Ae hreasgs,Sicutry 6iik:+, n::ztnmptM rgrzsms mecrrP edri:rrdc:rir:dvywm�rnyditryprde trsgedmzcuy4 Tres: eyic.�te n:le6s¢,erro iFrl.Iklmpmsrattses, leeloprsrtm'en. uc:ldAs ese exdtcsTrnsGx u use, chi ado.e,r,s, d.eeteree,orr nar,7r o-K. a,nrrunrada,otiarlxalala.laai ,dadrnt flee maternrteow fi:Mnee!nrL ss; udeen Fau slae e,usnnenwnl knm ddihsx ,� a MthonY T. TomIxa III, P.E. a 80083 serelr6:ap adu&ean.IVemessnmus loeed5er¢a¢ mlydeondnekro�reryrsnmo;r89r3rxarlrlr,naswce,nme�lu psdRuece inlexaecsr e,n�cudascan rnuo:u�n,tuu�gefaeeeodlnnn�a,neu 4451 St. Lucie Blvd. enmheMm¢dhe:uire0rpedgnhna.alrilptin nnh Ih rnn DMnGybea icERMRiIIlgdulpcn LnsSinea G{'oieto!epM:If�. tVuindnelMx:m¢dtfiudk ilFl. Fort Pierce, FL 34946 (oppigbf D 2616 A -I Raaf Trosses-AothoorT.lambo 3l P.E. Repradudma ofthis dommani, in anyform, is prohibited whhourthe mitten permissiaa from A f-I Roolasses-ArthonyL Tampa III, P.E. Job Truss Truss Type Qly Ply A0141920 XCAS6512B D18 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi fek Industries, Inc. Thu Nov 16 08:09:19 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-0QGNnwcb_HGDU5JSmeiJlWufT?rb?pflzmxBSYylgy_ 1 7-2-15 14-4-15 19-9-0 26-7-7 32-7-4 39-5-12 1 4 7-2-15 7-2-1 5-4-1 6-10-7 5-11-13 6-10-8 4.00 F12 5x6 = 3x4 = 5x6 WB= 3x8 = 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 FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except' T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 J3RACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-15 oc bracing. WEBS - 1 Row at midpt 9-11 M7i ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1755/0-5-8 (min. 0-2-1) 2 = 1890/0-8-0 (min.0-2-4) Max Horz 2 = 473(LC 8) Max Uplift 11 = -904(LC 8) 2 = -973(LC 8) - Max Grav 11 = 1755(LC 1) 2 = 1890(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4453/3874, 3-4=-3987/3392, 4-5=-3908/3407, 5-6=-2819/2486, 6-7=-2620/2434,7-8=-1959/1723, 8-9=-1959/1723, 10-11=209/250 BOT CHORD 2-21=-2664/3001, 2-22=-4205/4158, 16-22=-4205/4158, 15-16=-3233/3303, 15-23=-3233/3303, 14-23=-3233/3303, 14-24=-2120/2306, 24-25=-2120/2306, 13-25=-2120/2306, 13-26=-2120/2306, 12-26=-2120/2306, 12-27=1377/1507, 27-28=-1377/1507, 28-29=-1377/1507, 11-29=-1377/1507 CSI. TC 0.98 BC 0.75 WB 0.98 Matrix-MSH 3x8 = M= Dead Lp�xr� q�fl. = 1/2 in 3x4 = 3x4 = a o 10 5x6 WB= 3x4 = DEFL. in (loc) I/deft L/d Vert(LL) -0.4411-12 >999 360 Vert(TL) -0.92 14-16 >514 240 Horz(TL) 0.19 11 n/a n/a BOT CHORD 2-21=-2664/3001, 2-22=-4205/4158, LOAD CASE(S) 16-22=-4205/4158, 15-16=-3233/3303, Standard 15-23=-3233/3303, 14-23=-3233/3303, 14-24=-2120/2306, 24-25=-2120/2306, 13-25=-2120/2306, 13-26=-2120/2306, 12-26=-2120/2306, 12-27=-1377/1507, 27-28=-1377/1507, 28-29=-1377/1507, 11-29=-1377/1507 WEBS 3-16=-555/826, 5-16=-472/665, 5-14=-928/1075, 6-14=-316/520, 7-14=-441 /469, 7-12=-855/963, 9-12=-840/1139, 9-11 =-2083/1914 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 lb uplift at joint 11 and 973 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 218 lb FT = 0% ><rsuy-FlwEe¢ryNrrerier 6e'LI IO;r RCSeg�}rla;l691f1?IY56r7km11G4riBi0Yt-IOfr'}:f¢r:€[[geltfkl'Iua lerdrtebp rar!M!ntsn+vm'e!utisf.�enG!ipDme+11L4)mlNl:¢arL6xts ll,r'_Iass aSiestrdrere. EelnsCn.ise!!stelnleefN.nll wtsi—ardmssKL-wiwaeixasrsar. ivhop,a¢,,sLhdg..iMM mscnr. Anthony T.TomboIII, P.E. ' :arudcesnnsI nq1#5srsm=80083 - MU7relg!si>rnn16Y��n. lgraes sd rd'¢hiDC nitlei¢Ei¢snirni!rnndae Nilr�Odpe¢Isa'!hldnmd'waM1fflirsl6;Fll.IFnlSCAee!dner eWr(v¢dr!Nae.lnlier¢stftrregnuki�n ur4MedeeLntOeree, i¢rsk!inry: ennnnn vrsmmu,sd¢s 44515t. Lude Blvd. sRnansidaslrsranmryedgn¢htr;trnlre¢nmdr!l lie rrmgeia by¢es!Isrirtlrlx:8ig6nig:¢,ai¢ss dra�hsmn e'sgMOf¢g. LI¢rod¢siFl!a; orrsedna¢ilri. Fort Pierce, FL 34946 (lpyrig6l02016A-Iiadhasses.Arl6onyLlannjoIII, P.I. Peprebainofthis dmmea,inany form, ispro6idilelOboulrhenrinnpermission homA-IPeaf Toms-ArdogUambIII, P.I. Job Truss Truss Type Qty Ply XCAS6512B D19 I Half Hip 1 1 A0141921 Job Reference (optional) r14-0 8-11-0 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:20 2017 Page 1 ID:amP6bxencrcGzclW1 dozkBzv95J-Ucgl_GdDIbO46FueJLDYIjRtaPCgkJauCQhl_algxz 5x10 MT20HS= 4.00 F12 3x8 = Dead Load Deff. = 9116 in 1.5x4 II 3x8 MT20HS= 3x4 11 4 5 6 7 8 7x14 MT201-18�— . 3I W4 W4 ��] X No 1 2 rI 19 20 5 2114 13 22 23 12 1124 25 10 26 27 9 1.5x4 11 5x10 MT20HS= 3x4 = 3x8 = 3x8 MT20HS= 1.5x4 3x8 = 11 5x6 = 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 FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 31 'Except` T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` B3: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, ex i pt end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-2 oc bracing. WEBS I 1 Row at midpt 3-13, 4-12, 7-12 2 Rows at 1/3 pts 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erectidn, in REACTIONS. (lb/size) 9 = 175310-5-8 (min.0-2-1) 2 = 1880/0-8-0 (min. 0-2 4) Max Horz 2 = 424(LC 8) Max Uplift 9 =-894(LC 8) 2 =-969(LC 8) Max Grav 9 = 1753(LC 1) 2 = 1880(1-C 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-4361/3666, 3-4=-3141/2669, 4-5=-2726/2444,5-6=-2726/2444, 6-7=-2726/2444, 8-9=-215/258 BOT CHORD 2-19=-3230/3183,2-20=-3912/4054, 15-20=-3912/4054, 15-21=-3915/4049, 14-21=-3915/4049, 13-14=-3915/4049, 13-22=-2663/2893, 22-23=-2663/2893, 12-23=-2663/2893, 11-12=-1577/1790, 11-24=-1577/1790,24-25=-1577/1790, 10-25=-1577/1790, 10-26=-1577/1790, CSI. DEFL. in (loc) I/defi TC 0.83 Vert(LL) 0.4113-15 >999 BC 0.70 Vert(TL) -0.89 13-15 >528 WB 0.81 Horz(TL) 0.21 9 n/a Matrix-MSH BOT CHORD 2-19=3230/3183,2-20=-3912/4054, 15-20=-3912/4054, 15-21=-3915/4049, 14-21=-3915/4049, 13-14=-3915/4049, 13-22=-2663/2893, 22-23=-2663/2893, 12-23=-2663/2893, 11-12=-1577/1790, 11-24=-1577/1790,24-25=-1577/1790, 10-25=-1577/1790, 10-26=-1577/1790, 26-27=-1577/1790, 9-27=-1577/1790 WEBS 3-15=0/363,3-13=-1246/1333, 4-13=-357/644, 4-12=-282/282, 5-12=-512/614, 7-12=-1 129/1217, 7-10=0/355, 7-9=-2302/2030 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding., 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 894 lb uplift at joint 9 and 969 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200-01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Ud PLATES GRIP 360 MT20 244/190 240 MT20HS 187/143 n/a Weight: 212 lb FT = 0% LOAD CASE(S) Standard 9.nDr-(fne draeelk¢nrin Me7l IO;i 11VSS3(KIIfYynyesu(uxse(glgmessmsrgu-lma7eryrru(wu(arn�n rr�h:m�anrrelnrlwer�aemnentyaon,��;�leal�d�rr:r�k©:ptk(n,s�lun:.�curnoan.�na�lmme(co,n(r 16Trtaaormr drhs s4dl kuelfx?eigawk sd/. As elms N-hp-le,rleadgbsnearr, de sednmrrD!irgmms..Mr-dwIrdasind eyheMyrnpw:di7J,rtxtk hsi}sAsk m¢e Tins Igiadn r¢lagulr,nin IRL rxhsgrns•odsn, lerduirWEiras,sdnfWr aelnedresTnssturmkllsn. Isdem nui�l d6e0nn,OnsisuM1smd rdndeMtt gn ' Anthony T. TOrnbO III, P.E.rpa,hdersafeddhr�drMafk:lanlLntyphnlRld.Ike0nnldlialDUntgfieldrud.OrTms;udrinykadvg,urele,uskl:dsrnikn¢rs6dlkRenspesnairyd =DOD83 krrrr�gss�uniti�ean.lunnenrdu(sTogrre�nmmnlnDWI.Dakae�ksp,tsderyutarraep(sgrabit-dtvIIiA,dner.<ln�sdoitae.lnta�mrteny,mresulaneedmstas;oivn,Tmna:m(q,nealtmsucnnmu,mes 4451St. Lucie Blvd. elkrfl»hfm4N r(ah¢I rpndgnle visas ITnTrrmn unhad. ik rra;t R9gs ky4w n Ygttkrarlygsasxr.oipsssrnez kibePr drgkhlltr} Ag mrttdcrateas inn d¢fiplisirLl. t Fort Pierce, FL 34946 (appig6t92gl6AdYaalTmsss-AathooyLTanha,ii,P.E. RtpsodaniMallgl3dalVpBar,IaCOTform, ISppblglltd1Yd110airlpnlit(aapermission from A-II'VatTlafS°S-ACIAOarLIanJDIII, P.E. Job Truss Truss Type Qty Ply A0141922 XCAS6512B D2) Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x8 = 1.5x4 II Run: 8.120 s Aug 16 2017 Print: 8.120 s ID:amP6bxencrcGzc 4.00 F12 5x10 MT20HS= 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:21 2017 Page 1 DzkBzv95J-ypO7BcerWuWxjOTrt3kngxz7goXATjB2Q4Ql WQylgxy 3x4 = Dead Load DeB. = 112 in 1.5x4 11 3x8 MT20HS= 4x6 = 3x8 MT20HS= 3x8 = 3x6 = 3x4 = 4x6 = 4x6 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 1.00 Vert(LL) 0.43 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.76 13-15 >622 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 209 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS _ 2x4 SP No.3 *Except* W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 TOPCHORD Structural woodsheathing directly applied, except end verticals. BOT CHORD 'Rigid ceiling directly applied or 3-6-10 oc bracing. WEBS 1 Row at micipt 8-9, 3-13, 4-12, 7-12 2 Rows at 1/3 pts 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1753/0-5-8 (min. 0-2-1) 2 = 1892/0-8-0 (min. 0-2-4) Max Harz 2 = 387(LC 8) Max Uplift 9 = -88B(LC 8) 2 = -989(LC 8) Max Grav 9 = 1753(LC 1) 2 = 1892(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4390/3701, 3-4=3392/2897, 4-5=-3190/2826, 5-6=3190/2826, 6-7=-3190/2826, 7-8=-2166/1886, 8-9=-1682/1544 BOT CHORD 2-20=-3069/3120, 2-21=-3886/4085, 15-21=-3886/4085, 15-22=-3889/4081, 14-22=-3889/4081, 13-14=3889/4081, 13-23=-2863/3148, 12-23=-2863/3148, 11-12=-1886/2166, 11-24=1886/2166, 10-24=-1886/2166 BOT CHORD 2-20=-3069/3120, 2-21=-3886/4085, 15-21=-3886/4085, 15-22=-3889/4081, 14-22=-3889/4081, 13-14=-3889/4081, 13-23=-2863/3148, 12-23=-2863/3148, 11-12=-1886/2166, 11-24=-1886/2166, 10-24=-1886/2166 WEBS 3-15=0/331, 3-13=-1025/1101, 4-13=-310/588,5-12=-572/690, 7-12=-1135/1237, 7-1 0=-1 277/1348, 8-10=-2244/2576 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 888 lb uplift at joint 9 and 989 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9¢rni-Flma amrrF¢nrierlk'IdiC:f lloLsB�SFFlrrjifUY1.RY56 [0lallSli(OSiCYS'rLT3'fir[CCs.[PiY[rrW¢Ittdreuipµ�c!McaE:ul;k:ums rnssCesipfarur(IM.)m1C: treayl.ruh¢;ti. Menn ikrldve m. Cekes dlwyia set�mrte RC,air 'xt:io.�dan:aakaarKUxwe<,att:eTm:of:p��tT.e.pTfFp:�Fa::�aairaaNam®ice+rxraday�sag:myaaryai:dam:m>erm:iysdareraah.utornr.rutrq:nwauaetmi�ecuane� Anthony T. Tombo III, P.E. aineAeesTmsbwydd}sglsBempsvkluid6C.ar,�CwatseAwudq�GnnekilfugCntgw,®dennedAfieY4Rrlxaltulnel}r.7tigsd+ailTiLtkryrmdd6em0a1eifWrneddrTm;izdsWgMd¢gilwgtoskl:Mieniknmstdikdeaymieuerel s80083 YeG:[erC:s`pu¢i 6sa.nn. lCuhs ated'¢relDC nl$rrcCimol rridindfrE�CEegGgaelSddride�sekaii(sgg.lfilsl it lFl al Sxsnidaewee 6r pnydpilme. IFFli�iwsMnyns3len aiQtesY�Lns@s:,neSina Mne hpeeedlnss4mhaww,Ness. 4451 St. Lucie Blvd. een.taeeyxfyer■nmeyndgaa, ,yw7prrsnnhw itermstki: E.pmnetst tmr�:mqurnpn,amu519.I.Iwam"gWf y.Narn eer!wainercdtedtint. Fort Pierce, FL 34946 (,opyrigbfD2016A-IRoofTiisses- Aatbaayf. Tomlo ill, P.E. Reprodonian olsbis dotomem, in any him,is probibiied wishourrbe w hien permission ham A4 Raolfnsses- Anthony 1. Tembo ill, P.E. Job Truss Truss Type Qty Ply ! AO141923 XCAS6512B D21 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altnlss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi fek Industries, Inc. Thu Nov 16 08:09:21 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-ypO7BcerWuWxjOTrt3kngxzOvoW MTkv2Q4QIWQylgxy A-4-0 6-8-1 1 13-9-0 22-4-8 30-10-4 39-5-12 , 4A0 12 5x10 MT20HS= 1.5x4 11 5x6 WB= 3x4 = I 4 TA 5 6 7 5x8 3 4 1.5x4 11 2 1 20 21 15 I 22 14 13 23 12 11 24 10 3x8 — 1.5x4 I I 5x6 WB= 3x4 = 3x8 = 3x8 MT20H5= 3x6 = 22-4-8 30-10-4 Dead Load Defl. = 9/16 in 4x6 = 8 V4 9 25 46 11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 0.45 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.86 12-13 >547 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 206 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30'Except` ` T3,T4: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 30 2-20=-2781/2882, 2-21=-3949/4196, LOAD CASE(S) WEBS 2x4 SP No.3 `Except* 15-21=-3949/4196, 15-22=-3954/4193, Standard W5,W4: 2x4 SP No.2 14-22=-3954/4193, 13-14=3954/4193, OTHERS 2x4 SP No.3 13-23=-3073/3419, 12-23=-3073/3419, BRACING- 11 -1 2=-2281/2646, 11-24=-2281/2646, TOP CHORD 10-24=-2281/2646 c Structural wood sheathing directly applied, except end WEBS verticals. 3-15=0/291, 3-13=856/932, BOT CHORD I 4-13=-222/530, 4-12=-267/386, Rigid ceiling directly applied or 3-5-14 oc bracing. 5-12=-5251754, 7-12=-114911266, . WEBS I 7-10=-1238/1320, 8-10=2554/2961 1 Row at midpt 7-12 - 2 Rows at 1/3 pts 18-10 NOTES- MiTek recommends that Stabilizers and required 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) cross bracing be installed during truss erection, in Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; accordance with Stabilizer Installation auide. h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left REACTIONS. (lb/size) and right exposed ;C-C for members and forces & 9 = 175510-5-8 (min. 0-2-1) MWFRS for reactions shown; Lumber DOL=1.25 plate 2 = 189010-8-0 (min. 0-2-4) grip DOL=1.25 Max Horz 2) Provide adequate drainage to prevent water 2 = 344(LC 8) I ponding. Max Uplift 3) All plates are MT20 plates unless otherwise 9 =-884(LC 8) indicated. 2 = 994(LC e) 4) Plate(s) at joint(s) 3 and 14 checked for a plus or Max Grav minus 3 degree rotation about its center. 9 = 1755(LC 1) 5) Plate(s) at joint(s) 4, 6, 8, 9, 2, 15, 13, 5, 12, 7, 10 2 = 1890(LC 1) i and 1 checked for a plus or minus 0 degree rotation about its center. FORCES. (lb) 6) Plate(s) at joints) 11 checked fora plus or minus 5 Max. Comp./Max. Ten. - All forces 250 (lb) or less except degree rotation about its center. when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD I chord live load nonconcurrent with any other live 2-3=-4493/3812, 3-4=-3667/3121, loads. 4-5=-3756/3291, 5-6=-3758/3291, I 8) ` This truss has been designed for a live load of 6-7=-3758/3291, 7-8=-2646/2281, 20.Opsf on the bottom chord in all areas where a 8-9=-1677/1535 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-20=-2781/2882, 2-21=-3949/4196, I 9) Provide mechanical connection (by others) of truss 15-21=3949/4196, 15-22=-3954/4193, to bearing plate capable of withstanding 884 lb uplift at 14-22=3954/4193, 13-14=-3954/4193, joint 9 and 994 lb uplift at joint 2. 13-23=-3073/3419, 12-23=-3073/3419, 10) This truss has been designed for a moving 11-12=-2281/2646, 11-24=-2281/2646, concentrated load of 200.01b live located at all mid 10-24=-2281/2646 panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. ar,,hr•ea„nu,gtyR�e,ne�ktro�noie-�tu;rlr�lr.>ksewmnaersslau{tes-rlurraa�lorurm�aa.lance,r�Pw,:aa,�lmtrc,,,r;,l�„hn�m,.y{for;rmlrmrr.IHaci.rLt�.,srnl,m,w w,,,ore.�rer�leaxeao.,,tt Imet,asrmrrlehs,40ksselh,Miplphedi l,iTmtD�urga:mL,aemLryrtpaae n: sedns7@D,qmm,nragm,ddetr&'.4n,lu�emhe,apw:O hrMhv�adhsnj, lmclq�nYuNPer¢,,dolRl. ikh:g„c:.onas,ls2uim41ns, nd,lWr MthonY T. Tambo III, P.E. ' .lrse tanlmsa ge�agtee—N.0Jgd ,e.,P,1.0-e'n�adM1. mq"asa,raae%r x.uxmr, W"k,wepj0C,r.,dk..nAd! eeaen4m,a d # 80063 Mlr7rvF@dpxcilu'iem. mrtin c+,d'u�lU:d2e pcsansnllidefiesdM1ekld'q Ozpe�ssehldrz tim l4jrdGlel MlfldStGnrArmelbcrmsdpila�lrFled¢+tQengrss�'BnufGMrdrtLass�4pe,Less 6:y,(ysmNlm,Ymf,9n,,ed 4451 St.008361Vd. @a.he hhs9h ehmeerp.lgnh may h, IFsC„hxha Ik I—Deiprgl.I, KIMbdIgD,HFxs,.1"%5?ft h1brm day M14111al trd nnune n{dud W TRI � Fort Pierce, FL 34946 (opyrigbt�tlIIIIA-IRaafTntse:-AatbocyLlao>SoIII,Pi. ReprWintimarThis domment.inany form, isprobibbedwilboDlshe wrinenfermissicahen A-Ileaf Tmssas-AmbanyLTodoIII, H. Job Truss Truss Type Qty Ply A0141924 XCAS6512B D22 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:22 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-Q?yWPyrrHCeoLY21 RmFON8WCOCsDCCJBfkAs2sylgxx 1 4- 6-8-1 11-9-0 19-2-15 25-7-6 31-11-11 39-5-12 1 4 6-8-1 5-0-15 7-6-0 6-4-7 6-4-6 7-6-1 Dead Load Defl. = 11/16 in 5x10 MT20H5= 3x4 = 4.00 F12 3x4 = 3x8 MT20HE= 3x6 = 3x4 I I [I 22 23 "' 14 24 13 12 11 25 _ Sx6 1.5x4 11 3x8 — 3x8 = 5x6 W8= 3x4 = 5x10 MT20HS= 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 YES BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS . 2x4 SP No.3 *Except* W7: 2x4 SP M 30 OTHERS 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. - BOT CHORD -Rigid ceiling directly applied or 3-74 oc bracing. WEBS 1 Row at midpt 5-15, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1754/0-5-8 (min. 0-2-1) 2 = 1891/0-8-0 (min. 0-2-4) Max Horz 2 = 301(LC 8) Max Uplift 10 = -879(LC 8) 2 = -999(LC 8) Max Grav 10 = 1754(LC 1) 2 = 1891(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4423/3747, 3-4=-3879/3314, 4-5=-3657/3241, 5-6=-4344/3715, 6-7=-3103/2601, 7-8=-3103/2601, 9-10=229/275 BOT CHORD 2-21=-2857/2998, 2-22=-3811/4124, 16-22=-3811/4124, 16-23=-3811 /4124, 15-23=-3811/4124, 14-15=-3846/4398, 14-24=-3846/4398, 13-24=-3846/4398, 12-13=3446/3962, 11-12=3446/3962, 11-25=-2358/2732, 10-25=-2358/2732 WEBS 3-16=0/254, 3-15=-572/642, CSI. DEFL. in (loc) I/deft L/d TC 0.90 Vert(LL) 0.52 13 >912 360 BC 0.76 Vert(TL) -1.0211-13 >464 240 WB 0.86 Horz(TL) 0.26 10 n/a n/a Matrix-MSH WEBS 3-16=0/254, 3-15=-572/642, 4-15=-5277786, 5-15=-841/688, 5-13=-144/347,6-13=-349/496, 6-11=-111711099, 8-11=-646/983, 8-10=-3050/2639 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) atjoint(s) 1, 4, 7, 9, 10, 2, 3, 16, 15, 5, 13, 6, 11, 8 and 12 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 14 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 879 lb uplift at joint 10 and 999 lb uplift at joint 2. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 39-5-12 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 200 lb FT = 0% x�,ap-nnns� upnK.n,ia[UPI nass[snag';ctsauI'MAUmmBess;Ds*ou-wT:tym'rc6;lrILWha rn e n n,mnd I,. W-e,ss<rrdn,2a .ft.t„nd,pme,mo.wp WTdcmeaW plan s»!k,nitxneigg,,ked.Ll,eLns6nrs&pxn¢e,eianly 6iixe,ns:xl,a agfig,grcals m,vit,9„d5r pnhnas,le,rvnlympa5dhhr 5t lesyad5e snpe TmsiepeLdn5eig6,dr,,do ML MhUPsnniar lenai udwL"Wdp Anthony T. Tombo III, P.E. ni,udnnLns im eq 4d.Sgten, n,pnIaIdU'IN D n.ned.nt,aenn5d"..new!rmpowv'nsend.1d5nR,6,!xuitsIndWfiq,deneml.itr,nmddn,cooni,yWw.1n,rnn:5%ftx3Wdqn.ep,aeh!4aand k—lAV 6 n, rtspedWdid . =80083 ' !x6,grmpgedgernd6R,an. mPP!ee,:!,na!>:rggninen,eHnnirser nd!vurdepopnr<rfdentdE,e,dmROgpds;intninissuc„dnnnifnpdpdi,ne.rfneer nrt,nspnuvinnni5dndnsr,as,oes4eer,rano~In[y„nnirnnuz,mdna,,dns 4451 St. Lude Blvd. n,m,ei<t�.eH,;,mm,vnapns�enq,npddnan!rstntnnoes�,rpon,nratn.trs�ggedp,,,nuns,msupmndnJH:aay.mapnoredma:mnasnimmL Fort Pierce, FL 34946 (oppigbt9t016 Ad Rooffrossas- Amhory T. Tonhoill, P.I. Reprodurima ofthis dommnm, in any form, is prohlbed whhooithe,nitien pmmission hem Ad Pool hasses-AathonyT. Tomho Ill; P.E. Job Truss Truss Type Qty ply o XCAS6512B E01G I HIP GIRDER 1 _AS `' Job A0141925 Reference (optional) , eslg 4.00 12 31 L 3x8 13 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 I BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPl2on7 LUMBER - TOP CHORD 2x4 SP M 31 'Except* T2: 2x4 SP No.2, T3: 2x6 SP BOTCHORD 2x6 SP No.2 `Except' B3: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W2,W6: 2x6 SP 240OF 2.0E W1: 2x4 SP No.2, W7: 2x6 SP OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or I puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc brat Except: 10-0-0 oc bracing: 12-14 REACTIONS. (lb/size) 7 = 6135/0-8-0 (min. 0-1-12) 2 = 3866/0-8-0 (min.0-1-8) Max Horz 2 = 78(LC 4) Max Uplift 7 = -2973(LC 5) 2 = -1983(LC 4) Max Grav 7 = 6135(LC 1) 2 = 3866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) a when shown. TOP CHORD 2-3=-11349/5588, 3-4=10251/5097, 4-21=-7907/3986, 5-21=-7907/3986, 5-6=-10323/5140, 6-7=-13178/6518 BOTCHORD 12-14=-240/781, 3-14=-260/455, 12-23=-1443/2779, 11-23=-1443/2779, 11-24=-3882/7852, 24-25=-3882/7852, 10-25=-3882/7852, 10-26=-1379/2779, 26-27=-1379/2779, 27-28=-1379/2779, 9-28=-1379/2779,8-29=-5987/12186, . 7-29=-5987/12185, 7-30=-3953/8064, 2-31=-5263/10724, 2-32=-5269/10734, 14-32=-5269/10735 gun. 8.120 s Aug 16 201 I Print: 8 120 s Aug 16 2017 MITek Industries, Inc. Thu Nov 16 08:09:23 2017 Page 1 5x8 = 2x4 II 3 Dead Load Dell. =1/8 in 2x4 II 6 1 N N 7 W2 W6 N iO Li 62 29 30 e e 12 11 10 9 4x10 = 2x4 11 7x6 = 5x8 = 3x8 11 5-11 4 9-4-12 12-M 14-7-4 154 0 1-11-4 3-5-8 3-3-4 1-114 0 8-12 0-3-121,j9:0-4-12,0-1-81,[10:0-4-0 0-2-01j11:0-3-0 0-3-12) (14:0-7-8 0-4-4j CSI. DEFL. I in (loc) I/defl Ud PLATES GRIP TC 0.38 Vert(LL) 0.12 13 >999 360 MT20 244/190 BC 0.84 Vert(TL) -0.22 13 >811 240 WB 0.72 Horz(TL) 0.05 7 n/a . n/a Matrix-MSH Weight: 332 lb FT = 0% 2.0E BOTCHORD 12-14=-240/781, 3-14=-260/455, 12-23=-1443/2779, 11-23=-1443/2779, 11-24=-3882/7852, 24-25=-3882/7852, 10-25=-3882/7852, 10-26=-1379/2779, 26-27=-1379/2779, 27-28=-1379/2779, 9-28=-1379/2779, 8-29=-5987/12186, 7-29=-5987/12185, 7-30=-3953/8064, 2-31=-5263/10724, 2-32=-5269/10734, oc 14-32=-5269/10735 WEBS 11 -1 4=-2594/5393, 4-11=-335/533, 4-10=-79/645, 5-10=-638/1425, 4-14=-1398/2917, 8-9=-822/1715, 6-8=950/1951, 8-10=-2505/5094, 5-8=-1208/2444 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, Except member 9-6 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-4-0 oc, Except member 10-4 2x4 - 1 row at 0-9-0 oc, member 10-5 2x4 - 1 row at 0-9-0 oc, member 14-4 2x4 - 1 row at 0-9-0 oc, r less except member 5-8 2x4 - 1 'row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2973 lb uplift _ at joint 7 and 1983 lb uplift at joint 2. L 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)112 lb down and 152 lb up at 5-11-4, and 95 lb down and 152 lb up at 7-6-12, and 112 lb down and 152 lb up at 94-12 on top chord, and 339 lb down and 219 lb up at 4-2-12, 63 lb down at 6-0-12, 2310 lb down and 1206 lb up at 6-2-12, 63 lb down at 7-6-12, 1266 lb down and 635 lb up at 8-2-12, 63 lb down at 9-3-4, 1266 lb down and 624 lb up at 10-2-12, 339 lb down and 219 lb up at 11-3-4, and 1266 lb down and 610 lb up at 12-5-4, and 1305 lb down and 585 lb up at 14-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 12-13=-20, 9-12=-20, 8-16=-20, 2-14=-20 Concentrated Loads (lb) Vert: 4=-94(F) 5=-94(F) 12=-339(F) 9=-1266(B) 11=-2357(F=-47, B=-2310) 10=47(F)21=-94(F) 24=-47(F) 25=-1266(B) 26=-1266(B) 28=-339(F) 30=-1305(B) v uug-neaw muesHrw.awwrw•a.t m�:t nmsamua„riasu [!rase mmmem rrsrout-wraymcsrmuurnm rRrttlfrmN,a,m:atrKtaa:rye;, mw n,q:o�.yBnyrywamt:n,.tt. r:aee m,r:. rcfsmrd.::w. edend"ire rnaa,� reo"At FL73krme@e One, kerettar@tmgukrdaAnlmso:srs ryw-eii:,sruselE<s�@:;mn�to; rgrcmsmeegaaeamsea:�„!w�,:nn3eesy�rtahme�etmpam:m�rens tetemuwrw n!t.utn mtr�trs�en:mtL es, veturudwcsw,fuq Anthony T. Tombo IIl, P.E. uteudAuhnstx■7AAsat lslNwspwishtnfer@rt0.xr, �e0nn'e ofleried e3emw q:kdfmi h:g�r,h@e uAed dfle04@e iX bet to lxNS,lGgrdvat lr4l. Ikemldlie m0al eryfeN.0 d,@eL es; wdet�tullat, rlcge,iesk!:maretF.wrss sid'haxer.Kn@3atd # 80083 ' r.1MIDsipccwebeaeaw.1nMen0,041D, reeIvhbwsd@puss(:9w!SAkW.A.Ispress,ktrfrnnasruced—ottxtmsdpuexe.191e xe@ens'.WbonaOOak:teenDvptr,rmsk:k.hpweeatnuecunauutWm 4451 St. Lucie Blvd. ennwu: smerree (wamepwdgn s wida yatry tlo uuh:0. Ts (n;s Detn (erhew Is [9!gdapywlers; Ssshe Gsmsr efwr Ml6g. NcertlYtrealwa; m ndd�wta ir41. Fort Pierce, FL 34946 (opyoght D 2Gi6 Ad Roof Tmsses-Aathony LTotha I18, P.L Reprnduaion althis document, in anyform, isprobid0zd without' wrfnee permission from Ad Roof Loses • AutbooyT.TombeW, P.I. Job Truss Truss Type Qty Ply XCAS6512B FG1 FLOOR 1 3 Job Reference (optional) A0141926 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 M7i ek Industries, Inc. Thu Nov 16 08:09:24 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-MO4Ggegkppu WasBQYBIUSZbZ20Zjg5?U62fy7lylgxv 6-2-0 7-2-13 10-0-9 12-11-12 1i-2r0 6-2-0 1-0-13 2-9-12 2-11 4 0-2-4 5x10 MT20HS= 1.5x4 11 1.5x4 11 DAWlpoad DeB. = 3116 in 1 2 3 3x4 = 4 5 W1 ! 2 j 3 3 W 3 4 W1 B1 10 11 12 13 14 15 9 8 16 17 18 76x12 = 19 20 5x10 MT20HS= JUS46 JUS44 JUS46 5x10 MT20HS= 2x4 II JUS46 THD46 JUS46 JUS46 46 = JUS46 JUS44 JUS46 THD26-2 THDH46 MSH424 JUS46 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.21 9 >730 480 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.41 8-9 >373 360 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS a 2x4 SP No.3 *Except` W1: 2x6 SP No.2, W2: 2x4 SP M 31 W4: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD 'Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 6820/Mechaniral 6 = 7689/0-3-8 (min. 0-2-2) Max Grav 10 = 6820(LC 1) 6 = 7689(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=4068/0, 1-2=-18373/0, 2-3=-18373/0, 3-4=-13829/0, 4-5=-13829/0, 5-6=-5996/0 BOT CHORD 10-11=0/1915,11-12=0/1915, 12-13=0/1915, 13-14=0/1915, 14-15=0/1 915, 9-15=011 915, 8-9=0/1 8373, 8-16=0/18373, 16-17=0/18373, 17-18=0118373, 7-18=0/18373, 7-19=0/963, 19-20=0/963, 6-20=0/963 WEBS 1-9=0/16850, 2-9=-410/0, 3-8=0/2060, 3-7=-5063/0, 5-7=0/14052 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Refer to girder(s) for truss to truss connections. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use USP JUS46 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 12-0-0 to connect truss(es) FL03 (1 ply 2x4 SP) to front face of bottom chord. 9) Use USP JUS46 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 1-0-12 from the left end to connect truss(es) FL04 (1 ply 2x4 SP) to back face of bottom chord. 10) Use USP JUS44 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-0-12 from the left end to 5-0-12 to connect truss(es) FL04 (1 ply 2x4 SP) to back face of bottom chord. 11) Use USP THD26-2 (With 16d nails into Girder& 10d nails into Truss) or equivalent at 7-2-13 from the left end to connect truss(es) FG2 (2 ply 2x6 SP) to back face of bottom chord. 12) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 8-8-8 from the left end to connect truss(es) FL06 (1 ply 2x4 SP) to back face of bottom chord. 13) Use USP THDH46 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 9-8-0 from the left end to connect truss(es) FL06 (1 ply 2x4 SP) to back face of bottom chord. 14) Use USP MSH424 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 11-8-0 from the left end to connect truss(es) FL06 (1 ply 2x4 SP) to back face of bottom chord. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 224 lb FT = 0% 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-120, 6-10=-10 Concentrated Loads (lb) Vert: 9=-919(F) 8=-1876(B) 7=-919(F) 11 =-1 328(F=-920, B=-408) 12=-919(F) 13=-407(B) 14=-919(F)15=-407(6)16=-919(F)17=-1109(B) 18=-1 109(B) 19=-1 109(B) 20=-919(F) tGvorr•Fleeu�m�rmin&t'RiR71 RA5.3nE11eJ'p{fAa6E1(i4:iN5:1;t7iS(i11J1{'L7!iClS;td•1S.'�".�l'itl'tem. tne+levprcecenisalSetlainn(is;nss{:J�:mier(lAfulRslf2sn,1.':taiolgt:.isfnertt Aentt(�e tst. btu t"�tnat ttdednitlGG,teli eh`elamUNrlsts sss•?knedfa tit l66ttit etfd. dsermf;tsgs&queni:.4"•Itcdry itpiteuo;:e ttanetriCOnmem:asxett�%�24tfitBtxul s;r+eau7n;persiiry(a&G,ipdktwyltLnsiywedm Gt t3gNr.tAn 1!{J. ixls;gt nestl6m!,fsa'sratctt nh}-er Anthony T. Torlebo lll, P.E. 5dtte♦?tlislnsslN ny t::IFolnerteyNsauna, tlt6aut, tit6axtfseGm'vdrptlade6a'tng9niten.NhtenQeNat4t1(,#tC'mos hSd lslurale sd rN I. rmypsNdd6el td nr4dlcedM`:SrsLaCstiyfadisy:ta�ge,auetsnaazdhuzp s6tGleptt.y�sili7; a' #80083 'ltlNit®iSeAreNtrl(ndehr l9sreisNutotut`Oc(darextsste(�ds?mes rak+lttgtta7us&fdtr t^?azmnST{S(ptAskit•IIletlSE:amSehrtN.aMruN �i(ten.rN?Ar�eesMngSxu"dnrndMes t!fie r-rss gesy.n. tns=R t(tyretrtet'nnitmdemns,aless 4451 St. Lucie Blvd. 5:kf(11StdEhNd�te(iGRlijNtgn6iffitlt A;ra'Itf 35i1�tL Sttl Hf �eSiFefipNYi!55 j::r11UNNr ta�p5,p rnlf:itkS �RtN dC)lizlitj. 1. ul� ?etn�z;metldntrsl Flirt Pierce, FL 34946 topyrigbi ec 2g16A-1 End hews-Ambuy 1. lamto 111, P.E, igtod.dw olthis dotument. in anyhim>isp oMbittil.A001IAa nriRtm permission ham A-1 tnoirrasses-Anlbenyl. lomba ill: P.L Job Truss Truss Type Qty Ply XCASHUB FG2 FLOOR 1 2 � Job Reference (optional) A0141927 Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:24 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-MO4Ggegkppu WasBQYBIUSZbbi0VPg6iU62fy7lylgx% 3-5-5 6-7-2 9-8-14 12-10-11 , 14-0-7 , 15-2-3 , 17-3-6 Dead Load Defl. = 1/4 in 1.5x4 II 1.5x4 11 3x8 = 3x4 = 3x6 = 3x4 = 1.5x4 11 1 3x8 = 2 3 4 5 6 7 8 I W1 4 5 i 8 15 14 I 13 12 17 11 10 9 1.5x4 11 Sx8 = 1.5x4 II 4x6 = 3x10 = MUS26 2x4 11 3x8 11 44 = Plate Offsets (X,Y)— f6:0-2-4,0-1-81, f9:0-1-12�0-2-01, rl0:0-4-12,0-1-81, fl2:0-2-12,0-1-81, fl5:0-3-0,0-2-121 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.69 Vert(LL) -0.18 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.41 11-12 >500 360 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014lrF12007 Matrix-MSH Weight: 183 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* 2) All loads are considered equally applied to all plies, BOT CHORD 2x4 SP No.2 except if noted as front (F) or back (B) face in the B2: 2x6 SP 2400E 2.0E *Except* LOAD CASE(S) section. Ply to ply connections have WEBS 2x4 SP No.3 been provided to distribute only loads noted as (F) or WI: 2x6 SP No.2 (B), unless otherwise indicated. BRACING- TOP CHORD 3) Unbalanced floor live loads have been considered Structural wood sheathing directly applied or 3-9-5 oc for this design. Plates checked for a plus or minus 0 degree r purlins, except end verticals. rotation rotation about its center. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra ing. 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at REACTIONS. (lb/size) 10-0-0 oc and fastened to each truss with 3-1 Old 1 6 = 1584/0-3-8 (min. 0-1-8) 1 (0.131" X 3") nails. Strongbacks to be attached to = 13-8 Mechanical walls at their outer ends or restrained by other means. Max Grav 7) Use USP MUS26 (With 10d nails into Girder & 10d 16 1584(LC 1) nails into Truss) or equivalent at 10-8-12 from the left 9 = 1886(LC 1) end to connect truss(es) FG3 (1 ply 2x6 SP) to front face of bottom chord. FORCES. (lb) 8) Fill all nail holes where hanger is in contact with Max. Comp./Max. Ten. - All forces 250 (lb) or less except lumber. when shown. TOP CHORD LOAD CASE(S) 1-16=-1538/0, 1-2=-3220/0, 2-3=-3220/0, Standard 3-4=-6935/0, 4-5=-6935/0, 5-6=-6935/0, 1) Dead + Floor Live (balanced): Lumber 6-7=-4171/0 RD OT CH Increase=1.00, Plate Increase=1.00 5397, 13-14=0/5397, Uniform Loads (plf) 12-13=0/5396, 12-17=0/4171, Vert: 1-8=-120, 9-16=-10 11-17=0/4171, 10-11=0/4171, 9-10=0/4171 Concentrated Loads (lb) WEBS Vert: 17=-1266(F) 1-15=0/3379, 2-15=-366/0, 3-15=2375/0, 3-12=0/1662, 5-12=449/0, 6-12=0/3024, 6-11=-1150/0,7-10=0/2031,7-9=-4956/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4. - 1 row at 0-9-0 loc. Bottom chords connected as follows: 2x4 -11 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at! 0-9-0 oc. ti Weese rnh�M'LI t7's 11Uf4T(StU'I�rEMerll"v'LMStWGIiglS (Eitdk 1.'iA'6C,i9EY:57't¢ra, to k aup• r 6 - {'Fir[Ii ip xpF¢at[ais¢ientaanaatrsinnraap mutaDF'Nwlst§ery7.leaiom11.4h;evuSPeelktera nt U£utdmsbe utlp6e ir8,rt7 Yila«msaq rMss sh:6r ts!iWMi6rbknr4 hti'esiOrtyrfgirrnt:4%N atnihedvMsedee ery166repeur!ustry'zttedRrFdn!!na!eparahprt�en dv�fn fis[upd6rsivgiets!ritlldN7aDei76eh,ttin lflL iletstpss!wxp6;al.Is�dsrxtPSrxt, uhli'ap 'Anthony T. Tontbo 111, P.E. sd.ud9n kruhranDuterrrusiLt,a!b One/6aC*reis u5ar,tyeaaee ri`:rugarstpa,urrrs[zA.aenr,a0.`sdb�n,atwLq,ek aeinL ruetre,ddwLawutaexrtd¢etna,:iy>ak .smemrsdausge4m!eenrrrye,itd 388083 ' Nl:ftiarh;g>t: aslfubacaz. RAmssoot®ReT:6WittpmxusNrnk3nsf.M6u9�Gapa Sd�i Kttclin$6PNktisialkitNal SlCl rtt uhrmdtu gesnl,.ite1,�, �tkimr!ke usreec�XFR;:ra¢dtAesdfxrmsaesipx, isus at>a[sraev act irt;, Ra +stau.nfns 4451$t. Lude Blvd. sk,alukimetStele«MgeNgsehado71pc6rCie!drti$ei:ns0eapbThte!is Aal Se Hr[trrrtaysr:,xrnts:flte!eprtepden tatiy,:A ¢rll>aeda=.cme:l:Sed'atit-I. Fort Pierce, FL 34946 i bl@1016AdTaaltresses-Anlban 1 lambaIll,P,L Ae radaaiaaaflbisduament,itan lam,is mbib(tad.ebaallbae,irea ermiisiaabemA-1AaaiTrasus-Am6ea 1 Toa;baIII,P,L �P1* r Y• P Y P P Y Job Truss Truss Type Qty Ply A0141928 XCAS6512B FG3 FLOOR 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design(Naltntss.com Run: a.UZU s Aug 31 zuib runt: 6.1ZU s Aug Ib Zui,/ mi i eK inausmes, inc. i nu rvov io uts:ua:Zo Zu i t rage s I D:11 aCmcugpCgoCZ76?IBXGuyKcRf-qaeel_hMa7ONCOmc6upj?n8i8PxbPZNdLiO WfBylgxu 3-8-4 7-4-8 3-84 3-84 2x4 II 1 4x8 = 48 = Dead Load Defl. = 1l16 in 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.04 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DO L 1.00 BC 0.52 Vert(TL) -0.11 5 >781 360 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix -MP Weight: 48 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except` W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6 = 1929/0-3-4 (min. 0-2-4) 4 = 1276/Mechanical Max Grav 6 = 1929(LC 1) 4 = 1276(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1595/0, 1-7=-2612/0, 2-7=-2612/0, 2-8=-2612/0, 3-8=-2612/0, 3-4=-1064/0 WEBS 1-5=012755, 2-5=-1005/0, 3-5=0/2755 NOTES- 1) Plates checked for plus or minus 0 degree rotation about its center. 2) Concentrated loads from layout are not present in Load Case(s): #101 list Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving toad. 3) Refer to girder(s) for truss to truss connections. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP JUS46 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-4-0 from the left end to 5-4-0 to connect truss(es) FL04 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-2=-420(F=-300), 2-3=-120, 4-6=-10 Concentrated Loads (lb) Vert: 9=-407(F) 10=-407(F) 11=-407(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-2=-420(F=-300), 2-3=-120, 4-6=-10 Concentrated Loads (lb) Vert: 9=-407(F) 10=-407(F) 11=-407(F) 3) 1st Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (pig Vert: 1-2=-340(F=-300), 2-3=-40, 4-6=-10 Concentrated Loads (lb) Vert: 1=-200 4) 2nd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (pig Vert: 1-2=-340(F=-300), 2-3=-40, 4-6=-10 Concentrated Loads (lb) Vert: 7=-200 5) 3rd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (pig Vert: 1-2=-340(F=-300), 2-3=-40, 4-6=-10 Concentrated Loads (lb) Vert: 8=-200 6) 4th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Standard Uniform Loads (pig Vert: 1-2=-340(F=-300), 2-3=-40, 4-6=-10 Concentrated Loads (lb) Vert: 3=-200 7) 5th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (pig Vert: 1-2=-340(F=-300), 2-3=-40, 4-6=-10 Concentrated Loads (lb) Vert: 2=-200 � � ta?rF•rltne�raFk;mince'F:1SIlUS1's(SfllO";f.Dfit!Y4:d(CaiiW15(l1AY{'78!a'1f07i9ki96YiNt'6ia, rutrhsu Fete[rtainttrt4nnlks;n;t6�.i,�:mierilCC;nitie 7t6enttt�io@.rEQMetuSltetlttutnG U'�:ts: s5ser;v Dtlp2t'gb,nit Yi':eMsr.7xF:stsses.kntdl"WIDB trN rdd.t;ri:rssies4s tepnreyu,sptxTq hntt9t;t@n¢ytgCrtptut!:ets;tepWvtsiUta<e'.ei,.nel!epsm6Frt;pnt3ifttfa6ittlpd6t suFltTt unF:arattt4t fCCnlr;s#n6N.`.irkcipnNsFerx,drb*+g atL'stysihdu! Anthony T. TOtnbO II:, P.E. adttrr'ckrntttunrraitoyhasrr,FasJa!d6aCreer,n!C.uh rmud+=waCa rxda;)rsr+n,u6endmddt](,3t�cd t4tFud iuGe;naealifld. TnypeedtltStT;AMaryueN,a Jla ssL�tisiiyier.mnp,h!eranaaS�aaF aS¢g6e Mt>ynvsr.:T(i 80083 ' Ret lm;reapr ulr Nht, tJrr lsawoaero-w�F naa n�Mma�FceaFt« sdn aaem encsgF� "ahmna Ssam tne�h Fnrdgaancatlt'lsntnAe my"ikrtsa naihn A'Tm DeW't Tor, Divp rapaet nfnn k�h4nu,sses 4451St, Wde Blvd. s3tnisr#htd'ye(u:roJrgeH ytt4ntgrlF d:Faaestntl!eL Deless CrsiphF nbT ttt+rra;nup.,a TnssSFshaEgAeddtndrriinr, Ad cyAx eatrti;tn r, it�ad'atl61. Fart PlerCe, FL 34946 bpyraght07016 A-i10a111naSM-Anl6anyl. Tam6a Ill, pi igMdudian dihis datuoste. in any fain, is praKited.itbaul The mritaen peradssinfiPMA-11001rasses-Ana6eayl, 1014011le P,L Job Truss Truss Type Qty P75Job XCAS6512B FG4 I ROOF SPECIAL GIRDER 1A0141929 eference (optional) Al Koor i n1SSeS, rOn Fierce, +-L :KU40, NAILED NAILED JUS24 �4x8 J 24 "I33x121 Russ.Com KUH; O. ILU5 Aug Ip LUIe -111L. O. Icu JA 9 -LU I, -,I Ir ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-ImBOFKi_LR8EgALcgcKyX_hw2pCl8_inaM8 8-8-14 10-10-3 12-11-9 15-0-14 17-2-11 19-4-7 1 21-9-12 1 Dead Load Dell. = 11/16 in NAILED 4 x4 11 5 x4 = I 76x6 = I 3x 8 = I 28x4 11 31 � 3tQ 2 = � 4 11 41101 11 �i I ■ I I i 1 ■ � „ rr 1.1 ■ � fir, 6 ,TM ON 1.l, IS IAI a ON AM id r ►� 22 J9 4x10 = oo 3x6 II 4x6 = ar 3x6 II ,¢ 4x8 = J= " 10x10 = " -- 3x8 I I I 10X14 MT20�CLUSTER (10) WS6 SCREWS 2 ROWS C&x14 = 4• O.C.o.c. 4x10 II FROM EACH FACE. 19:0-1-12.0-2-0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr I YES BCDL 10.0 Code FBC2014/T 112007 LUMBER - TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP M 30 `Except` W1: 2x8 SP No.2, W3: 2x4 SF No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or, -6-9 cc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 22 = 9412/0-7-4 (min. 0-1-10) 12 = 12816/0-4-8 (min.0-2-6) Max Uplift 22 =-2779(LC 4) 12 =-3805(LC 4) Max Grav 22 = 9890(LC 2) 12 = 14282(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-8509/2466, 1-23=-15600/3898, 2-23=15600/3898, 2-24=-15600/3898, 3-24=-15600/3898, 3-25=-47427/12386, 25-26=-47427/12386, 4-26=-47427/12386, 4-27=-47427/12386, 5-27=-47427/12386, 5-28=-56444/14150,6-28=-56444/14150, 6-29=-56444/14150,7-29=-56444/14150, 7-30=-55650/13272, B-30=-55650/13272, 8-31=-55650/13272, 31-32=-55650/13272 9-32=-55650/13272, 9-10=-22262/5722, 10-33=22262/5722, 11-33=-22262/5722, 11-12=-12257/3295 BOT CHORD 22-34=-570/2275, 21-34=-570/2275, 21-35=-8012/30826, 20-35=-8012/30826, 20-36=-8012/30826, 19-36=8012/30826, 19-37=12386/47427, 18-37=-12386/4747,7, 18-38=-12386/47427, 17-38=-12386/47477, 17-39=-14362/59215, 16-39=-14362/592j5, 16-40=-14362/59215, 15-40=-14362/592I 5, Continued on page 2 NaRhr-flnu Avurg!¢nde•6e'}I IDDE IIDSSESTSrl' y WTstfsmMnplehl stllknef4rdflDChlt tdi Is,Tms ' -' Mrsedrsfims4rrgkitlxshne mpnialDpdPorOriR, m tares of iipa ¢! 0oDldrt. ID ed,s sd rd h Ik IDC ni @e ellewinkhnitrf (robed epedepnh wnsq 4 m peNnhr � Copyriglt�1Q16A-IRaaflrasses-AatloayLlam§o 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TIC 0.76 Vert(LL) 0.39 17 >659 360 MT20 244/190 BC 0.85 Vert(TL) -1.0016-17 >255 240 MT20HS 187/143 WB 0.90 Horz(TL) 0.12 12 n/a n/a Matrix-MSH Weight: 774 lb FT = 0% BOT CHORD 22-34=-570/2275, 21-34=-570/2275, 21-35=8012/30826, 20-35=-8012/30826, 20-36=-8012/30826, 19-36=-8012/30826, 19-37=-12386/47427, 18-37=-12386/47427, 18-38=-12386/47427, 17-38=-12386/47427, 17-39=-14362/59215, 16-39=-14362/59215, 16-40=-14362/59215,15-40=14362/59215, 15-41=-10665/42229, 14-41=-10665/42229, 14-42=-10665/420229, 1342=-10665/42229, 1343=-893/3388, 1243=-893/3388 WEBS 1-21 =-3768115083, 3-21=-17217/4651, 3-20=1272/277, 3-19=-4946/18771, 4-19=-4573/1493,5-18=-4314/970, 5-17=-1995/10197,6-17=-2243/643, 7-17=-3881/621,7-16=-170/1022, 7-15=-5155/1233,8-15=-1812/1057, 9-15=-2937115118,9-14=-14/1031, 9-13=-22492/5568, 10-13=-1460/386, 11-13=-5445/21284 NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 5-ply truss to be connected together as follows; Top chords connected with 10d (0.131"x3") nails as follows: 2x8 - 2 rows staggered. at 0-9-0 cc, 2x6 - 2 rows staggered at 0-7-0 cc. Bottom chords connected with 1Od (0.131"x3") nails as follows: 2x8 - 4 rows staggered at 0-4-0 cc. Web connected with USP WS6 screws as follows: 2x4 - 1 row at 0-9-0 cc, Except member 8-15 2x4 -1 row at 0-4-0 cc. Attach TC&BC w/l/2" diam. bolts(ASTM A-307) in the center of the member w/washers at 4-0-0 cc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted.as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a-�10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2779 lb uplift at joint 22 and 3805 lb uplift at joint 12. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 13) Use USP JUS24 (With IOd nails into Girder & 1 Od nails into Truss) or equivalent at 5-0-0 from the left end to connect truss(es) CJ5B (1 ply 2x4 SP) to back face of top chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-1 Od (0.148"0") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. TS3s1I!Ie66r➢fDIIl2rSfDSiDYi-e6T'Pi1lerDell06YfirNa 1,:8rtesippelcVes„frnle,!ef¢ddsinnenipDRr'mr(ID.^;edN SNgT. irviem,i.r.irinRSkdteke nl. C 4ndt¢rinddeimRe t49,¢ir Ns?[quvsgl,5lea,a6liw� tl: sslnmrr�fgttl�smnRpeafe dnlrfdfswrdurhs,igropen3Jrdr3tlfs�dlhesnsb ire .lei�dniklDDedr.fdn lRl. P�ksyen¢alFfes,td'¢rw4Yfsc,umli!� LM D.ads tduhe/ qfd rt of W7l�Dffps,R& rnhdd6eR(.@e Ix ¢+fp lral b:lOgMreN m�l. Qe ypmddrir TDDnIpk4nt d9t imxhlteiigkeiWy dHe+andeCte¢at knit' Sidl kRe rnpnsiseiryd lnetiml11iiieerR¢dRfraelprt[jilnliuflel�FlSlipl;r(il�ri+D;klee(P pr IiL{HfFdtt¢'1eeH(.9YdpflliCR rr})(,$i1tSS:t RSiASI}TDIti 81+eNtf drE r111S U-W.,ilOSf nip fgnRnlIRSS V-hdrf1.tdtf5 ,hA TM insshty IqN, Is f?Tfl, Ivdliq Dfdpny1-551he bjbin otsgM!f4 sll mindne! kss m rsE6fnlmtnd_ III, P.E. Repradurflualthis domment,inany fors, ispfohilhadwitlounleminnpermissioniramAdRDofTressas-AnllonyT.Tomb 1II,P.I. Anthony T. Tombo III, P.E. 4 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 r Job Truss Truss Type Qty Ply XCAS6512B FG4 ROOF SPECIAL GIRDER 1 5 A0141929 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com NOTES- 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 422 lb down and 455 lb up at 0-3-10, 2246 lb down and 1291 lb up at 6-2-0, 1337 lb down and 752 lb up at 8-2-0, 1337 lb down and 740 lb up at 10-2-0, 1337 Its down and 725 lb up at 12-2-0, 1321 lb down and 699 lb up at 14-2-0, 2138 lb down and 1567 lb up at 16-2-0, 388 lb down and 443 lb up at 16-6-1, and 1868 lb down and 1052 Its up at 19-2-0, and 1345 lb down and 708 lb up at 21-1-4 on top chord, and 6800 Its down at 15-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-31=-220, 11-31=-250, 12-22=-20 Concentrated Loads (lb) Vert: 1=409 15=-2601(F) 9=-224(B) 10=-1868 23=-225(B) 24=-1 85(B) 25=-261 (B) 26=-2246 27=-1337 28=-1337 29=-1337 30=-1321 31=-2138 32=144 33=-1345 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-31=-240, 11-31=-270, 12-22=-20 Concentrated Loads (lb) Vert: 1=-346 15=-5751(F) 9=-192(B) 10=-1654 23=-194(B)24=-161(B)25=-229(B)26=-1996 27=-1186 28=-1186 29=-1253 30=-1172 31=-1874 32=-108 33=-1193 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-40 Concentrated Loads (lb) Vert:1=-259 9=-106(B) 10=-142723=-106(B) 24=-115(B) 25=-179(B) 26=-1768 27=-1027 28=-1027 29=-1027 30=-1015 31=-1534 32=46 33=-1038 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86,11-31=-116,12-22=-10 Concentrated Loads (lb) Vert: 1=409 9=294(B) 10=995 23=296(B) 24=147(B) 25=170(B) 26=1235 27=695 28=683 29=668 30=642 31 =1 511 32=363 33=663 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right, Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=409 9=294(B) 10=995 23=296(B) 24=147(B) 25=170(B)26=1235 27=695 28=683 29=668 30=642 31 =1 511 32=363 33=663 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-142, 11-31=-172, 12-22=-20 Concentrated Loads (lb) Vert: 1=455 9=310(B) 10=1052 23=311(B) 24=203(B) 25=226(B) 26=1291 27=752 28=740 29=725 30=699 31=1567 32=443 33=708 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-142, 11-31=-172, 12-22=-20 Concentrated Loads (lb) Vert: 1=455 9=310(B) 10=1052 23=311(B) 24=203(B) 25=226(B) 26=1291 27=752 28=740 29=725 30=699 31=1567 32=443 33=708 8) Dead + 0.6 MWFRS Wind (Pos. Internal) list Parallel: Lumber Increase=1.25, Plate Increase=1 . 25 CokMf9ff t'Qsq%* Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:26 2017 Page 2 1 D:11 aCmcugpCgoCZ76?IBXGuyKcRf-ImBOFKi_LRBEgALogcKyX_hw2pCl8_inaM83Beylgxt Standard Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=409 9=294(B) 10=995 23=296(B) 24=147(B) 25=170(B) 26=1235 27=695 28=683 29=668 30=642 31 =1 511 32=363 33=663 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=409 9=294(B) 10=995 23=296(B) 24=147(B) 25=170(B) 26=1235 27=695 28=683 29=668 30=642 31 =1 511 32=363 33=663 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=409 9=294(B) 10=995 23=296(B) 24=147(B) 25=170(B) 26=1235 27=695 28=683 29=668 30=642 31 =1 511 32=363 33=663 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=409 9=294(B) 10=995 23=296(B) 24=147(B) 25=170(B) 26=1235 27=695 28=683 29=668 30=642 31 =1 511 32=363 33=663 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-142, 11-31=-172, 12-22=20 Concentrated Loads (lb) Vert: 1=455 9=310(B) 1 0=1 052 23=311(13) 24=203(B) 25=226(B) 26=1 291 27=752 28=740 29=725 30=699 31 =1 567 32=443 33=708 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-31=-142,11-31=-172,12-22=-20 Concentrated Loads (lb) Vert: 1=455 9=310(B)10=1052 23=311(B) 24=203(B) 25=226(B) 26=1 291 27=752 28=740 29=725 30=699 31 =1 567 32=443 33=708 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-31=-220, 11-31=-250, 12-22=-20 Concentrated Loads (lb) Vert:1=-159 15=-6800(F) 9=-99(B) 10=-1012 23=-99(B) 24=-89(B) 25=-132(B) 26=-1247 27=-735 28=-735 29=-823 30=-726 31=-1083 33=-739 15) 1st Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 34=-200 16) 2nd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 35=-200 17) 3rd Moving Load: Lumber Increase=2.00, Plate Irs ....=7 nn Standard Uniform Loads (pin Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 36=-200 18) 4th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 ' Uniform Loads (pin Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 37=-200 19) 5th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 38=-200 20) 6th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=942 39=-200 21) 7th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 40=-200 22) 8th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 41=-200 23) 9th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 42=-200 24) 10th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 43=-200 25) 11th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert:1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 22=-200 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 26) 12th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=20 Concentrated Loads (lb) Vert: 21=-200 1 0=-1 451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 27) 13th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210,12-22=-20 Concentrated Loads (lb) Vert: 20=-200 10=-1451 26=-924 27=-937 28=-937 29=-937 30=-928 31=-1194 33=-942 Nttbg-rrnn nwm,flgrexea nrfa roar ram<u; uuug rTearunxs a c�rinness cusra� vrt-�uru�atmsunrraa Tnurfrri><er�!:nn�e rnt nrr� a�: rn,r cnig�m�.�g{rt�;aanr aca®rL rimer u:, r.t. r�arv� s><ntdar ru e�ro oaa.in rnrt n n, r%ncc wTekaaAsgnrclw hnitlwne oeutrrafeiernrea:gG�:w[u.,Sgead7Ggfew,ae:�narm ryrtm;owran,c�nlwg nr�gn:g�ae mrsetn�nne:rgmTa;ty inn:roonlr.sdnmLrxlnyammgncr. rtasud�n uaai'ry AnthonyT. Tombo III, P.E. u/eudrrsTuss prwrytsil'sghae mpui5dgd6renn,es U.errs ofi+mei egrMunetdl@rgOn! n,PoB+umdAfirlrLlle la ¢IIS I,nISilfgcdauiill I. r[xeigr�dolfirlUOufmffien.v Anrrncs, trdKrgA Toy slaep,afi.I:etinnt prang sidihWrugnsiiCdgel �t 80083 ' ns rrirmgOsigeerad6rteart. rlleNes selrwn n:tad nitaepa!im nlg�srr nAnrleiLtrGeprellu!e¢Idnrtetm!IISIgrf6ilalgrlHneSiG oenMn:<ehrrard pil�e.lFFli�!xs@e nsgns�kiBin na kflnA�Insro:apn,rren0aip rq:wneeilrtn Vmfnmrn, wins 44515t. Lucie Blvd. &imshfielretwsalgadgn n naax 7clgrmes nnhsa. IN rnaDsan Gghau i; EOrni sxllivgaslga,nTncSgnrc Ngmrn atsger,7log. Sit agrttice! Inx; m n r�inOrtiirl. � Fort Pierce, FL 34946 (apyrighi ®t014 Ad loalbasses-AathocyL Jamb III, P.E. Reptedurrian of this doiunsear, in any form, is prohibited withounhe minen permissiaa Gam M Roof Lasses-ActhonyL Iamb III, P.E. Job Truss Truss Type Qty Pl75job XCAS6512B FG4 ROOF SPECIAL GIRDER 1A0141929 eference o tional LOAD CASE(S) Standard 28) 14th Moving Load: Lumber Increase=2.( Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 19=-200 10=-1451 26=-924 27=-93 29=-937 30=-928 31=-1194 33=-942 29) 15th Moving, Load: Lumber Increase=2. Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22==20 Concentrated Loads (lb) Vert: 18=-200 10=-1451 26=-924 27=-93 29=-937 30=-928 31=-1194 33=-942 30) 16th Moving Load: Lumber Increase=2. Increase=2.00 Uniform Loads (plf) Vert: 1-31=180, 11-31=210, 12-22=-20 Concentrated Loads (lb) Vert: 17=-200 10=-1451 26=-924 27=-93 29=-937 30=-928 31=-1194 33=-942 31) 17th Moving Load: Lumber Increase=2. Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 16=-200 10=-1451 26=-924 27=93 29=-937 30=-928 31=-1194 33=-942 32) 18th Moving Load: Lumber Increase=2. Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 15=-200 10=-1451 26=-924 27=-937 29=-937 30=-928 31=-1194 33=-942 f 33) 19th Moving Load: Lumber Increase=2.0 Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12-22=-20 Concentrated Loads (lb) Vert: 14=-200 10=-1451 26=-924 27=-93 29=-937 30=-928 31=-1194 33=-942 34) 20th Moving Load: Lumber Increase=2. Increase=2.00 Uniform Loads (plf) Vert: 1-31=-180, 11-31=-210, 12.22=-2Q Concentrated Loads (lb) Vert: 10=-1451 13=-200 26=-924 27=-93 00,1 Plate 7 28=-937 O01 Plate 7 28=-937 00, Plate 28=-937 00, Plate 7 28=-535 492 . Internal) ase=1.25 28=-535 92 Internal) e=1.25 <un: 8.12u s Aug 1 ti 2U1 y runt: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:26 2017 Page 3 ID:11 aCmcugpCgoCZ76? IBXGuyKcRf-ImBOFKi_LR8EgALogcKyX_hv 2pC18_inaM83Beylgxt Standard Concentrated Loads (lb) Vert: 1=-3769=-11(B) 10=-74623=-10(B) 24=-60(B) 25=-95(B) 26=-910 27=-495 28=478 29=457 30=425 31=-872 32=-308 33=-448 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-142, 11-31=-172, 12-22=-20 Concentrated Loads (lb) Vert: 1=-376 9=-11(B) 10=-746 23=-10(B) 24=-60(B) 25=-95(B) 26=-910 27=495 28=478 29=-457 30=425 31=-872 32=308 33=-448 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=422 9=-27(B) 10=-803 23=-24(B) 24=-116(B) 25=-152(B) 26=-967 27=552 28=-535 29=514 30=482 31=-929 32=-388 33=492 41) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=-422 9=-27(B) 1 0=-803 23=-24(B) 24=-116(B) 25=-152(B) 26=-967 27=-552 28=-535 29=-514 30=482 31=-929 32=-388 33=492 42) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=-422 9=-27(B) 10=-803 23=-24(B) 24=-116(B) 25=-152(B) 26=-967 27=-552 28=-535 29=-514 30=-482 31=-929 32=-388 33=492 43) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-86, 11-31=-116, 12-22=-10 Concentrated Loads (lb) Vert: 1=422 9=-27(B) 10=803 23=-24(B) 24=-1 16(B) 25=-1 52(B) 26=-967 27=-552 28=-535 29=-514 30=482 31=-929 32=-388 33=492 44) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=-142, 11-31=-172, 12-22=-20 Concentrated Loads (lb) Vert: 1=-376 9=-1 1 (B) 1 0=-746 23=-1O(B) 24=-60(B) 25=-95(B) 26=910 27=495 28=478 29=457 30=425 31=-872 32=-308 33=448 45) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-31=142, 11-31=-172, 12-22=-20 Concentrated Loads (lb) Vert:1=-376 9=-11(B) 10=-746 23=-10(B) 24=-60(B) 25=-95(B) 26=-910 27=495 28=478 29=457 30=-425 31=-872 32=-308 33=-448 aa•ar-naunsnep{Ire:eytu'Aaraeruoscg��Zeattmxsemamncsrusroutasa�:[Dau:wrtuerreree,{paean,ntrxtw�:aea:rmtcnq:mnmtptm;atn:t:s,rT.ra:icm,rt.t•rartass<nta:nw.e�:�aw.�:•,�:tmeetm.:•{t ' 16TstsosM:r pass sgllkeidkrSeigCale sdt. keTrnsaesg biaawlir,Sien•M Fsyme;4 me snlnmrlag tgrtetws®etapfiae al6eprd[;siude[rm:r.®yrefpaut3ryfot3etevgsd4s4�eTmeleli:lalnM>tooesq,nen mt.ne!<sgssunµrcex inturu•toesx,w,atnr Anthony T. Tombo 111, P.E. m•: th:an:w:®tuunttrnemrnra:{mam a.in,cac..droemnisa.ennernu�o :Ps,hGewhd frN Mk lt(nttieWslliil r dtQ/Rd.11een:::ddfieNOnt®tfi:itnre Mrnn,ivdEngF d¢yeloep,h d:fiwulha�p 4�{iepsnyn uS lJ z 80083 ' Me Ugrayassigneei fsYae3n. Nuies saseln lt:laa nlaepwHmnlp:tet ndeiehilA:xg Ge;eennle¢Iduaeron{Ifffjt•164atlt 1R nlSla wsnknntkrrsxolpitms. IFFl i�iersRa nstmsldia atQtiesdle:Lss 0.slm,inn gefge haoerteetlnn 6kuh3nu,aJess 4451 St. Luce Blvd. m1eMs:nrerztw.tnnmeyeaspue v,mrs sr�{'mne; {na,�.tern,rtx:pret®ra is eire•patn3D,t{pu,ntsau<.tmx r,e��sgnaty.mmtmtrtb{nx. ns eseenetgmt. Fort Pierce, FL 34946 (opysigbt02016A-IRoal6asses-AmboayLTombeIII, P.L ReFtedudianalthis dmument,inBay form,ispsohiditadwhhamthewrittenpermissionWas A-IRaolLassas-AmhonyT.TombollhP.F. Job Truss Truss Type Oty Ply XCAS6512B FG5 GABLE 1 3A0141930 Job Reference(optional) At Roof Trusses, Fort Pierce, FL 34946, design(Naltruss.com Run: 6.IZU s Aug 1b zU1 r runt: b.IZU s Aug 1b zu1 t mi i eK mousines, inc. 1 nu Nov in umua:za zui r rage i ID:amP6bxencrcGzclW 1 dozkBzv95J-jLt9tLkseMXphd4NLktf9dJO? 1 HyLKrDGKMjoyylgxq 1-9-8 5-11-7 9-11-9 1111-12 17-11-15 22-0-1 26-2-0 1-9-8 4-1-15 4-0-3 4-0-3 4-0-3 4-0-3 4-1-15 Dead Load Defl. = 5116 in �x6 = 224 I 7x14 3T�OH5= _I 4 358� � 68 � 7 � T��x8 ,�r 5;9 �a IMA 5x8 11 8x12 = 1O ]a sO 11 EE 53 10 18 38 17 2x4 II 3x6 II 2x4 II 8x10 = 7x10 MT20H�3x8 11 7x8 = 8x8 = 46 II 1-9-81-ja-4 5-11-7 9-11-9 13-11.12 1111-15 22-0-1 26-2-0 1-9-80- -12 4-0-3 4-0-3 4-0-3 4-0-3 4-0-3 4-1-15 Plate Offsets (X,Y)- [1:0-1 -8,0-1 -8], [8:0-1-12,0-2-0], [9:0-3-12,0-1-8], [11:0-3-8,0-4-8], [12:0-1-12,0-4-4], [13:0-4-12,0-1-8], [15:0-5-0,0-4-12], (16:0-4-0,0-1-8], [17:0-6-0,0-4-4] [18:0-4-12,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.50 12-13 >581 240 MT20HS 187/143 BC LL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.09 10 n/a n/a BC DL ' 10.0 Code FBC20l4rrP]2007 Matrix-MSH Weight: 629 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP M 30 *Except* WI: 2x8 SP No.2, W2,W4: 2x4 SP No.3 .OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals. ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. REACTIONS. All bearings 1-11-4 except Gt=length) 10=0-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 18=-13635(LC 2), 10=1424(LC 4), 17=2540(1-C 4) Max Grav All reactions 250 lb or less atjoint(s) except 18=1203(LC 4), 10=13061(LC 2), 17=28802(LC 2), 17=21954(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1017/11135, 1-2=-553/4983, 2-25=-553/4983, 25-26=-553/4983, 3-26=-553/4983, 3-27=-17830/1957, 27-28=17830/1957, 4-28=17830/1957, 4-29=-17830/1957, 29-30=-17830/1957, 5-30=-17830/1957, 5-31=-18930/2036, 31-32=-18930/2036, 6-32=18930/2036, 6-33=-18930/2036, 7-33=-18930/2036, 7-34=-18930/2036, 34-35=-18930/2036, 8-35=18930/2036, 8-36=-11934/1257, 36-37=-11934/1257,9-37=-11934/1257, 9-10=-11292/1144 BOT CHORD 18-38=:A83/49, 17-3B=:A83/49, 17-39=-891/8756,16-39=-891/8756, 16-40=-891/8756,40-41=-891/8756, Continued on Dace 2 BOT CHORD 18-38=-483/49, 17-38=483/49, 17-39=-891/8756, 16-39=-891/8756, 16-40=-891/8756, 40-41=-891/8756, 41-42=-891/8756, 15-42=-891/8756, 15-43=-2274/20983, 14-43=-2274/20983, 14-44=-2274/20983, 13-44=-2274/20983, 13-45=-2274/20983, 45-46=-2274/20983, 46-47=-2274/20983, 12-47=-2274/20983, 12-48=-1257/11934, 48-49=-1257/11934, 49-50=-1257/11934, 11-50=-1257/11934, 11 -51 =-30/320, 51-52=-30/320, 52-53=-30/320, 10-53=-30/320 WEBS 1-17=-11573/1296, 2-17=-1788/0, 3-17=-18019/1893,3-16=-352/2537, 3-15=-1420112083, 4-15=-1507/0, 5-15=-4199/421, 5-13=-445/3095, 5-12=-27351316, 7-12=-1560/0, 8-12=-1037/9315,8-11=-7533/617, 9-11=-1663/15742 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 or, 2x4 - 1 row at 0-7-0 or. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 or. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 or. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1,25 plate grip DOL=1.25 4) 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. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) Gable studs spaced at 2-0-0 or. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13635 lb uplift at joint 18, 1424 lb uplift at joint 10 and 2540 lb uplift at joint 17. 13) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15. 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 15) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. isaaq-Xem;ssrr;J,+n!k�&'41f3i11t8'it(SfllD'yfDDftf.'..fw.:.6 t➢Trk?17!4 r£Sl 4t"E7!D1r:rr0 i➢tN hfa.Tn!!Arcp[psvatrsmisMtd!sn&s inu�lprmup7DF;aiME rflfcrrl. haie0,rf6Srew Skrdrduens MIS'NEsneoal Ott TKNIr W':diuu•Jnr.pds'-Tindla r«D:nMt451 r!tr.,if i0:>E CE sit,Slludr!Mkt'yt9ltdpwrTDDuprtlrgns!Er!nlaE nlFo'Jl!xod wrdu,igaETas:Ferfa 6eiE;Igtdbts�HLessi�aed>pfe+F:Da7r:ulu rrlL Cuhst�sstaslba:,lzr�mfi�rs, sx7ebw3; Anthony T. Tombo III, P.E. t rintdnsrncrmmwayuaryauaan:.,v.ntc.:rsmatdET�natrarDn,n,urxEwaateu.tMaialadldtur;WalTlCrugpeMdnellsieg3Nrsdr3'Mes b9aTvuge,3trransar gitDen.E smDrd t80083 tet:4>ire:y3r sal(srasdc iHuas snEdnlN tD7alMruaxesmlp>'k3aes#lxtel6zgtesrr,SStat(dxcrdssR6(µktisidkT?ned SlilmEdemiNhtratselgilaa.fMlcuef3euqu:':trss ulA9esCttf,sssQeo�se, rr c,[�c�r. eeTa.:u�na„a Eves 4451 St. Lucie Bivd. s3eniuNSrds) s rEGMxgxlgts nrr�tt tEla2ninlErL ;hi!9s DESSp.hpaea is tl1I3E tuiuyDEtip�•,a [ressSlshe �aeet daT laN�. rDuTPsadnrss m esN..s!luDSL Fort Pierce, FL 34946 Copprii412'iDIDA-1tadlmsus-Arlhecpl.lan5o10,P.E. i!produdionoli6isdaromeat,ioaapran,ispra9ibited.illaesl6e•ripenpnmitsiaafiamA-IlaaiUnssn-MtDacpl.ina5a111,P.E Job Truss Truss Type Qty Ply XCAS6512B FG5 I GABLE 1 3 A0141930 Job Reference (optional) Al Kooi I russes, Tort Tierce, f-L ;54U4ti, NOTES- 16) Hanger(s) or other connection device(s) sl provided sufficient to support concentrated loa Ib down and 309 lb up at 0-3-10, 195 lb down Ib up at 2-4-0, 271 lb down and 216 lb up at lb down and 235 lb up at 64-0, 320 lb down up at 84-0, 320 lb down and 235 lb up at 10- Ib down and 235 lb up at 124-0, 320 lb down lb up at 14-4-0, 320 lb down and 235 lb up at 320 lb down and 235 lb up at 17-5-8, 320 lb d 235 lb up at 19-5-8, 320 lb down and 235 lb u 21-5-8, and 271 lb down and 216 lb up at 23 211 lb down and 200 lb up at 25-5-8 on top cl 1285 lb down at 2-1-0, 1285 lb down at 4-1-0 down at 6-1-0, 1076 lb down and 657 lb up at 1304 lb down at 8-1-0, 1304 lb down at 9-3-1 down and 245 lb up at 94-0, 1304 lb down at 430 lb down and 274 lb up at 114-0, 1304 lb 13-3-11, 426 lb down and 275 lb up at 134-0 down at 15-3-11, 426 lb down and 275 lb up a 1304 lb down at 17-3-11, 426 lb down and 27 174-0, 1304 lb down at 19-3-11, 426 lb down lb up at 194-0, 1304 lb down at 21-3-11, 42C and 275 lb up at 214-0, 1304 lb down at 23 lb down and 275 lb up at 234-0, and 1306 IbI 25-3-11, and 428 lb down and 274 lb up at 2� bottom chord. The design/selection of such cc device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber If Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-227, 10-18=-20 Concentrated Loads (lb) Vert:1=-235(F) 17=-482(B)16=-482(B) 26=-271 (F) 27=-320(F) 28=-320(F) 29= 30=-320(F) 31=-320(F) 32=-320(F) 33= 34=-320(F) 35=-320(F) 36=-271(F) 37= 39=-482(B)40=-1076(F)41=-489(B)42 B=-489) 43=-919(F=-430, B=-489) 44=- 6=489) 45=-913(F=-423, B=-489) 47=- B=-489) 48=-913(F=-423, B=-489) 50=- B=-489) 51=-913(F=-423, B=-489) 53=- B=-491) 2) Dead + 0.75 Roof Live (balanced) + 0.7 Lumber Increase=1.00, Plate Increase= Uniform Loads (plf) Vert: 1-9=-218, 10-18=-20 Concentrated Loads (lb) Vert: 1=202(F) 17=-1085(B) 16=-1085( 26=-239(F) 27=-283(F) 28=-283(F) 29= 30=-283(F) 31=-283(F) 32=-283(F) 33=. 34=-283(F) 35=-283(F) 36=-239(F) 37=• 39=-1085(B) 40=-954(F) 41=-1101(B) 42=-1460(F=360, B=-1101) 43=-1480(I B=-1 101) 44=-1475(F=-374, B=-1101){ 45=-1475(F=374, B=-1101) 47=-1475(l B=-1 101) 48=-1475(F=-374, B=-1101) 50=-1475(F=-374, B=-1101) 51=1475(1 B=-1101) 53=-1478(F=-376, B=-1102) 3) Dead +Uninhabitable Attic Without Stor Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-40 Concentrated Loads (lb) Vert: 1=-112(F) 25=-125(F) 26=-189(F, 28=-229(F) 29=-229(F) 30=-229(F) 31=- 32=-229(F) 33=-229(F) 34=-229(F) 35�. 36=-189(F) 37=-130(F) 40=-830(F) 42;=- 43=-308(F)44=-305(F)45=-305(F)47=- 48=-305(F)50=-305(F)51=-305(F)53=' 4) Dead + 0.6 MWFRS Wind (Pos. Intema Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 COWM&g%405ds (lb) Itruss.com be )235 1 193 0, 320 235 lb 320 t235 and 8, and ord, and 1285 lb I760 t, 418lb 11-3-11, sown at 1304 lb t 15-4-0, ilbupat and 275 lb down I-11, 426 Town at 4-0 on 195(F) Attic Floor: 25=-171(F) Lumber 27=-229(F) 12(F) Left: Lumber Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:29 2017 Page 2 ID:amP6bxenercGzclW1 dozkBzv95J-jLtgtLkseMXphd4NLktf9dJO?1 HyLKrDGKMjoyylgxq Standard Vert: 1=301(F) 25=147(F) 26=170(F) 27=188(F) 28=1 88(F) 29=1 88(F) 30=1 88(F) 31 =1 88(F) 32=188(F) 33=188(F) 34=188(F) 35=188(F) 36=170(F) 37=164(F) 40=647(F) 42=235(F) 43=264(F) 44=265(F) 45=265(F) 47=265(F) 48=265(F) 50=265(F) 51=265(F) 53=265(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=301(F) 25=147(F) 26=170(F) 27=188(F) 28=188(F) 29=188(F)30=188(F) 31=188(F) 32=188(F)33=188(F)34=188(F)35=188(F) 36=170(F) 37=164(F) 40=647(F) 42=235(F) 43=264(F) 44=265(F) 45=265(F) 47=265(F) 48=265(F) 50=265(F) 51 =265(F) 53=265(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=309(F) 25=193(F) 26=216(F) 27=235(F) 28=235(F) 29=235(F) 30=235(F) 31 =235(F) 32=235(F) 33=235(F) 34=235(F) 35=235(F) 36=216(F) 37=200(F) 40=657(F) 42=245(F) 43=274(F) 44=275(F) 45=275(F) 47=275(F) 48=275(F) 50=275(F) 51=275(F) 53=274(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=309(F) 25=193(F) 26=216(F) 27=235(F) 28=235(F) 29=235(F) 30=235(F) 31 =235(F) 32=235(F) 33=235(F) 34=235(F) 35=235(F) 36=216(F) 37=200(F) 40=657(F) 42=245(F) 43=274(F) 44=275(F) 45=275(F) 47=275(F) 48=275(F) 50=275(F) 51 =275(F) 53=274(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=301(F) 25=147(F) 26=170(F) 27=188(F) 28=188(F) 29=188(F) 30=188(F) 31=188(F) 32=188(F) 33=188(F) 34=188(F) 35=188(F) 36=170(F) 37=164(F) 40=647(F) 42=235(F) 43=264(F)44=265(F)45=265(F)47=265(F) 48=265(F) 50=265(F) 51=265(F) 53=265(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=301 (F) 25=147(F) 26=170(F) 27=188(F) 28=1 88(F) 29=1 88(F) 30=1 88(F) 31 =1 88(F) 32=188(F) 33=188(F) 34=188(F) 35=188(F) 36=170(F) 37=164(F) 40=647(F) 42=235(F) 43=264(F) 44=265(F) 45=265(F) 47=265(F) 48=265(F) 50=265(F) 51 =265(F) 53=265(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1 =301 (F) 25=1 47(F) 26=1 70(F) 27=1 88(F) 28=188(F) 29=188(F) 30=188(F) 31=188(F) 32=188(F) 33=188(F) 34=188(F) 35=188(F) 36=170(F) 37=164(F) 40=647(F) 42=235(F) 43=264(F) 44=265(F) 45=265(F) 47=265(F) 48=265(F) 50=265(F) 51=265(F) 53=265(F) Standard 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=301(F) 25=147(F) 26=170(F) 27=188(F) 28=188(F) 29=188(F) 30=188(F) 31=188(F) 32=1 88(F) 33=1 88(F) 34=1 88(F) 35=1 88(F) 36=1 70(F) 37= 1 64(F) 40=647(F) 42=235(F) 43=264(F) 44=265(F) 45=265(F) 47=265(F) 48=265(F) 50=265(F) 51 =265(F) 53=265(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=309(F)25=193(F)26=216(F)27=235(F) 28=235(F) 29=235(F) 30=235(F) 31=235(F) 32=235(F) 33=235(F) 34=235(F) 35=235(F) 36=216(F) 37=200(F) 40=657(F) 42=245(F) 43=274(F) 44=275(F) 45=275(F) 47=275(F) 48=275(F) 50=275(F) 51 =275(F) 53=274(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) q Vert:1=309(F)25=193(F)26=216(F)27=235(F) 28=235(F) 29=235(F) 30=235(F) 31=235(F) 32=235(F) 33=235(F) 34=235(F) 35=235(F) 36=216(F) 37=200(F) 40=657(F) 42=245(F) 43=274(F) 44=275(F) 45=275(F) 47=275(F) 48=275(F) 50=275(F) 51=275(F) 53=274(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 1=-104(F) 17=-1285(B) 16=-1285(B) 25=-99(F)26=-142(F)27=-171(F)'28=-171(F) 29=-171(F)30=-171(F)31=-171(F) 32=-171(F) 33=- 171 (F) 34=-1 71 (F) 35=- 171 (F) 36=-142(F) 37=-103(F)39=-1285(B)40=-591(F)41=-1304(B) 42=-1522(F=-218, B=-1304) 43=-1534(F=-229, B=-1304) 44=-1 531 (F=-226, B=-1304) 45=-1 531 (F=-226, B=-1304) 47=-1 531 (F=-226, B=-1304)48=-1531(F=-226, B=-1304) 50=-1531(F=-226, B=-1 304) 51 =-1 531 (F=-226, B=-1304)53=-1534(F=-228, B=-1306) 15) 1st Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert:38=-200 40=442(F)42=-418(F)43=-429(F) 44=426(F)45=-426(F)47=-426(F)48=426(F) 50=426(F)51=-426(F)53=-428(F) 16) 2nd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 39=-200 40=-442(F)42=-418(F) 43=429(F) 44=-426(F)45=426(F)47=-426(F)48=-426(F) 50=426(F)51=-426(F)53=428(F) 17) 3rd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 40=-442(F) 41=200 42=418(F) 43=-429(F) 44=426(F)45=-426(F)47=-426(F)48=-426(F) 50=426(F)51=426(F) 53=-428(F) emq-anunx arx.r.WA11011'Hr"s Sedtry>fC31tIElY56CCkD GlS(AICYfibTd)iLfi'W"IN1101ualrtl/tetiplex,Mxxf:xl 4sx?JsrxnCsip meg(Ilk)adtlelmmrl.rwk ,rf.iMrn7ff�tdasry Ce xenylrtrAdxneRO,Wf Wbkxee�sllnrs sMlknef4var iCCmked:L As TmsCx Fgary[u„Spmbr&liar;. nes�nagi[e;rga:elsmscq�rdtlrlsstssieul x�srau3repasntryfr3a trslpdtks¢lH imsrryeminnel0buir,xtn taL PxlrJpssx¢iex;lyd¢lur4sxessitaSEd( Anthony T. TomIII, P.E. Mxerlts:sTmsfaary4iff¢lnnr agmSlei slra�nrt Bs C.sn'ssdnrsrl gsmnneWtal Pruge,uie xaeddhr QChr lG xlra laali+CiigalrufmI. ikypaoiAhelWaderyfiell.udnr foss,hd.Cnlfsli:;, ilaep,usfseoxxlNay ildlktla ngxsiiB J 480083bo nsr7fgC:sige¢eGmsar.lHu'es sdxlh�TOC ni@elrtCimal rrirNesdciklEq rrpenl StehWrmeaaM1[Ald64e1lllYnlSKAnselaxrrlgrimdptle¢e. iPFledars8rxsinduCx alhtlrsd MlnssCrsgee,rxss oe:ip :srnoilxsrunmm,ryaless 4451 St. Lucie Blvd. s1lnvnsieAMkrraurmgrxdryxh ni4s lydll hnhsA lk(nssDeiln fafma6E0rMk'.Iigbrnp:yxLxs spa¢Es{asx a'sryNilihA Neryod¢ed;n:;mstdd¢Nslsl. Fort Pierce, FL 34946 (opyripbnO2416AdPaof asses-AeihocyLTombsIII, P,LfteFrodunionofthisdocument. incoyform,ispiobliledWhouffbesnifenpermission from A-1Poo1Tcows- Anthony T.TomheIII, P.F, Job Truss Truss Type Qty Ply A0141930 XCAS6512B FG5 GABLE 1 3 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design(a_)altruss.com LOAD CASE(S) Standard 18) 4th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 14=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=-426(F) 51 =-426(F) 53=-428(F) 19) 5th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=188, 10-18=-20 Concentrated Loads (lb) Vert: 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F)46=-200 47=-426(F)48=-426(F) 50=-426(F)51=-426(F) 53=-428(F) 20) 6th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 49=-200 50=-426(F) 51=-426(F) 53=A28(F) 21) 7th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=-426(F) 51=-,�26(F)52=-200 53=-428(F) 22) 8th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 d Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 18=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F)45=426(F)47=426(F)48=-426(F) 50=-426(F) 51=426(F) 53=428(F) 23) 9th Moving�,Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 17=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F)45=-426(F)47=426(F)48=-426(F) 50=-426(F) 51 =-426(F) 53=-428(F) 24) 10th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 16=-200 40=-442(F) 42=-418(F) 43=429(F) 44=426(F) 45=-426(F) 47=426(F) 48=-426(F) 50=426(F) 51=-426(F) 53=-428(F) 25) 11th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 15=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=-426(F) 51 =-426(F) 53=-428(F) 26) 12th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=20 Concentrated Loads (lb) Vert: 13=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=-426(F) 51 =-426(F) 53=-428(F) 27) 13th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:29 2017 Page 3 ID:amP6bxencrcGzclW 1 dozkBzv95J-jLt9tLkseMXphd4NLktf9dJO?1 HyLKrDGKMjoyylgxq Standard Concentrated Loads (lb) Vert: 12=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=-426(F) 51=-426(F) 53=-428(F) 28) 14th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 11=-200 40=-442(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=-426(F) 51=-426(F) 53=-428(F) 29) 15th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-9=-188, 10-18=-20 Concentrated Loads (lb) Vert: 10=-200 40=A42(F) 42=-418(F) 43=-429(F) 44=-426(F) 45=-426(F) 47=-426(F) 48=-426(F) 50=426(F)51=-426(F)53=-428(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=-19(F) 25=-116(F) 26=-152(F) 27=-174(F) 28=-174(F)29=-174(F)30=-174(F) 31=-174(F) 32=-174(F)33=-174(F)34=-174(F) 35=-174(F) 36=-1 52(F) 37=-98(F) 40=-444(F) 42=-1 58(F) 43=-1 62(F) 44=-1 60(F) 45=-1 60(F) 47=-1 60(F) 48=-1 60(F) 50=-1 60(F) 51 =-1 60(F) 53=-160(F) 31) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=-19(F) 25=-116(F) 26=-152(F) 27=-174(F) 28=-1 74(F) 29=-1 74(F) 30=-1 74(F) 31=-174(F) 32=-1 74(F) 33=-1 74(F) 34=-1 74(F) 35=-174(F) 36=-1 52(F) 37=-98(F) 40=-444(F) 42=-1 58(F) 43=-162(F)44=-160(F)45=-160(F)47=-160(F) 48=-160(F) 50=-160(F) 51=-160(F) 53=-160(F) 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=-12(F) 25=-70(F) 26=-105(F) 27=-127(F) 28=-127(F) 29=-127(F) 30=-127(F) 31=-127(F) 32=-127(F) 33=-127(F) 34=-127(F) 35=-127(F) 36=-105(F) 37=-62(F) 40=-434(F) 42=-148(F) 43=-152(F) 44=-150(F) 45=-150(F) 47=-150(F) 48=-150(F) 50=-1 50(F) 51 =-1 50(F) 53=-151(F) 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=-12(F)25=-70(F)26=-105(F)27=-127(F) 28=-1 27(F) 29=-1 27(F) 30=-127(F) 31=-127(F) 32=-127(F)33=-127(F) 34=-127(F) 35=-127(F) 36=-1 05(F) 37=-62(F) 40=-434(F) 42=-148(F) 43=-152(F) 44=-150(F) 45=-150(F) 47=-150(F) 48=-150(F)50=-150(F) 51=-150(F) 53=-151(F) 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=-19(F) 25=-116(F) 26=A52(F) 27=-174(F) 28=-174(F) 29=-174(F) 30=-174(F) 31=-174(F) 32=-1 74(F) 33=-1 74(F) 34=-1 74(F) 35=-1 74(F) 36=-1 52(F) 37=-98(F) 40=-444(F) 42=-1 58(F) 43=-162(F) 44=-160(F) 45=-160(F) 47=-160(F) 48=-160(F) 50=-160(F) 51=-160(F) 53=-160(F) Standard 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=-19(F) 25=-116(F) 26=-152(F) 27=-174(F) 28=-1 74(F) 29=-1 74(F) 30=-1 74(F) 31 =-1 74(F) 32=-1 74(F) 33=-1 74(F) 34=-1 74(F) 35=-174(F) 36=-152(F) 37=-98(F) 40=-444(F) 42=-158(F) 43=-1 62(F) 44=-1 60(F) 45=-1 60(F) 47=-1 60(F) 48=-160(F)50=-160(F)51=-160(F)53=-160(F)' 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=-19(F) 25=-116(F) 26=-152(F) 27=-174(F) 28=-1 74(F) 29=-1 74(F) 30=-1 74(F) 31 =-1 74(F) 32=-174(F) 33=-174(F)34=-174(F)35=-174(F) 36=-152(F) 37=-98(F) 40=-444(F) 42=-158(F) 43=-1 62(F) 44=-1 60(F) 45=-1 60(F) 47=-1 60(F) 48=-160(F) 50=-160(F)51=-160(F) 53=-160(F) 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-103, 10-18=-10 Concentrated Loads (lb) Vert: 1=-19(F) 25=-116(F) 26=A52(F) 27=-174(F) 28=-174(F)29=-174(F) 30=-174(F) 31=-174(F) 32=-1 74(F) 33=-1 74(F) 34=-1 74(F) 35=-174(F) 36=-152(F) 37=-98(F) 40=-444(F) 42=-158(F) 43=-1 62(F) 44=-1 60(F) 45=-1 60(F) 47=-1 60(F) 48=-160(F) 50=-1 60(F) 51 =-1 60(F) 53=-160(F) 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=-12(F) 25=-70(F) 26=-105(F) 27=-127(F) 28=-127(F)29=-127(F)30=-127(F)31=-127(F) 32=-127(F) 33=-127(F)34=-127(F)35=-127(F) 36=-105(F) 37=-62(F) 40=-434(F) 42=-148(F) 43=-152(F) 44=-150(F) 45=-150(F) 47=-150(F) 48=-150(F) 50=-150(F)51=150(F) 53=-151(F) 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-150, 10-18=-20 Concentrated Loads (lb) Vert: 1=-12(F) 25=-70(F) 26=-105(F) 27=-127(F) 28=127(F) 29=-127(F) 30=127(F) 31=-127(F) 32=-127(F)33=-127(F)34=-127(F)35=-127(F) 36=-105(F)37=-62(F)40=434(F)42=-148(F) 43=-152(F) 44=-150(F) 45=-150(F) 47=-150(F) 48=-150(F)50=-150(F)51=-I50(F)53=-151(F) t¢nuprtmodttttrntnr:n Cu7i 101TIISS5101a1 tordteevpp—stt. Wrultd2tuffis loss 0etipDtteur(IIX:;m1W Is* I. n. Cdt" dl"'istsiltlm at Tra, Off . ILTtkcmtddessShckntikrde i00kltsdl. LeTnssOs?6pxaO.e,SiusC7&�e�stns sedtemrlDD tgmrmmscq>mttdiitrtLrsimdm;itaiu[tmpevRtn43t ltsyadtlt sulk itn:erlm�nn:loouir,Wnlnl.Iie t<:ytmrep�m,�cQ[mr�tts, stm>I,ry Anthony T. Tombo EII, P.E. mfneelb iT-Wrm1U&I is 4s respnsialuidCt D.mr,ds DYm+s mdsmel gtdnNtiriitml Onge,nle uttlndhltt:,dt lHaflie k�l YPlQefuHWitFI. Meiimsloilie lODm/mrfisdnt t!helms,kde/iy 6ttTml. darypksLlktimWknY{sldlleMst7smilYiyd 480083 1leU:If iDtsigernl hxhttlts.Wetlts sd tob M100 Witt Indimmlp:etfitmdttekilEgGcpseeet Sa4l.WtmnsapiSif[dfi;kl It Visit Acttdemstff. F,dpidt 141K.'tlttlsrtss1nHsmd&IR,dlalm;D.�iper Tns0tsip fisp—dirtss Vadeintt, uhss� 44515t. Lucie Blvd. sDCYlssldgsdlYlCNCm 1pmdepnnYttvss7dl plgtS lttditL IN Nis D.Ify[,in. is Ella, kitiq npts,wuns Sidt¢[gt.,dmrhofui. tdtrsiddneftwas wsmdd�tseuint. Fort Pierce, FL 34946 (oppighl9t016A-IPoof minas-Arthooyf.TosaboIII, P.E. teptodunianalibis dommeot,inany fotm,isprohibited w96omtbe,rivenptsteissionhomA-19ooltlasses-AelhooyLTootbaill,P.E. Job Truss Truss Type Qty Ply r A0141931 XCAS6512B FL01 Floor 3 1 Job Reference (optional) A moor i russes, rort rierce, rL b9y40, 0-4-8 — 1-3-0 F 5x6 = 3x3 I I 1 2 14 13 4x6 = esign@61truss.cem Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:30 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-BYRX4hlUOffgJnfZvSPuigreEQa74uPMV_6HKPylgxp 2-6-0 1-11-8 2-0-0-8i Dead Load Defl. = 1/8 in 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11 3 4 5 6 7 8 T P. li €2 12 11 10 3x3 = 1.5x4 11 3x6 = 9 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.13 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.24 12-13 >709 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014, P12007 Matrix-SH Weight: 76 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) - BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD - Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 903/0-4-0 (min.0-1-8) 9 = 903/Mechanical Max Grav 1 = 903(LC 1) 9 = 903(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=746/0, 2-3=-745/0, 3-4=-2012/0, 4-5=-2012/0, 5-6=-1932/0, 6-7=-1932/0 BOT CHORD 12-13=0/1 659, 11-12=0/2012, 10-11 =0/2013, 9-1 0=0/1 266 WEBS 4-12=-257/0, 1-13=0/1122, 2-13=253/0, 3-13=-1067/0, 3-12=01571, 7-9=-1478/0, 7-10=01777, 6-10=-272/116, 5-10=-530/132 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 d gree rotation about its center. 3) Refer to girder(s) for truss to truss confections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached o walls at their outer ends or restrained by other means 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. ... 6axrynersr�rr�! nds*r Re'4i f #nASsS('sitiA"g 63nrCnWs! tOKinM t@11i11t"a5!RSAalgFt76ufermra, rahleszepassdsnaisersese;atds'snss[�i+r+r+.m3(ict; adds 7+oagl.IrdxULll.lefrenrsintldcrc nG U(ss:�s,rso stsiri a� ir9,och pi'r4naMuyRtes sa:NaNtn&I00pnsdl is(Tsrai:rAfiyrurt:.ystrEstry iryau;Sr sr#ersl164r,pesr,Csa�u(kxsdbefidr,:'ari x�ires�iyn>pws:+ttttuWlntpdkrsisprirnsiepielmnrtxai!; am ana. tt<as7r ni ;, rm n, ntna! Anthony T. Tombo llf, P.E. ' ada.a;6lsirintua!W[agtstian;fessilri+dtlty ar<dsG,nfsodamtrdryufadeG:aivihupn,u6a�a'ntdti dt,teaa dsh;dio;�si;ste adnil. nesnsuddWl;d a4 aa'uNned3e;ms.�aaaaia�km,ey, ashPisnmd5recq,5¢Gh Rrauaraltd # 80083 yet eein prewtacer.trmcsus!�ueruat xfm*: at�d ua4 wait rsrsa c amnna �tti �gmaastuae dnu atnrnni,uma inal5nsdennx=a,rn;all 's10,I Ns c�u:Tan ttcwtryanetin;srmawnv.atns 4451 St. Lude Blvd. A."I"64'a tI rtabt ayrdrinpISM N army 44.,w T"bVMtg.ns;)at Wfa� l;maraNz. a Md him. Firt Pierce, FL 34946 ropyrigAi02016A-1 paol/rossrs-An@eoyl.Tomho Ill, P.E. Pepmdurlion dibis docomman coy form, is prob1otd.uM1oui 16e rrireo puscissionfioss A-1 pool Trasss-Aoibocyl. Torr$41% P.L u Job Truss Truss Type Qty Ply A0141932 XCAS6512B FL02 Floor 7 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: B.120 s Aug 16 2017 M7i ek Industries, Inc. Thu Nov 16 08:09:30 2017 Page 1 I D:11 aCmcugpCgoCZ767IBXGuyKcRf-BYRX4h1UOffgJnfZvSPuigrdVQXm4tNMV_6H KPylgxp 0-4-8 H '3I ' 2-6-0 1-9- 12 , 2-0-0 1-312 Dead Load Deft. = 1/8 in 4x6 11 3x3 11 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11 1 2 3 4 5 6 7 8 71 14 13 12 11 10 1.5x4 II 46 = 6-3-12 3x3 = 1.5x4 11 3x6 = 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.14 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.21 10-11 >825 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight: 81 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS . 2x4 SP No.3(flat) BRACING - TOP CHORD ,Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 1 = - 953/0-4-0 (min.0-1-8) 9 = 955/0-3-8 (min. 0-1-8) Max Grav 1 = 953(LC 1) 9 = 955(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-917/0, 2-3=-916/0, 34=-2241/0, 4-5=-2241/0, 5-6=-2104/0, 6-7=-2104/0 BOT CHORD 12-13=0/1858, 11-12=0/2241, 10-11=0/2243, 9-10=0/1351 WEBS 4-12=294/0, 1-13=0/1261, 2-13=266/0, 3-13=-1100/0, 3-12=0/638, 7-9=-1577/0, 7-10=0/878,6-10=-288r7,5-10=-468/53 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ea.�.nnenrmrn..neuEatmsss!s mae3u12usecmmnnnnraalwlrueu�elo-umnae�alranw. t�r� r�utlnna,nnn.�l�wmemnitkk.ad eerANwa,Malt Mknaataugat '1a,ef.N-1calc rdi s,ermsns�hl�es(r.e.,sre srrtl r, nerxlavoMgW.wtmsrnn.edwrr t:and�n:n�7m�srrrix me tesgsdee m¢erns:eye:ankmcnll.rNn mL ruus�rmvsrewt.leethE mr�ius.nmseer .! Anthony T. Tomtro 111, P.E. aesadecsimsix of EsCl:su6s rnrns0duldh Une,et0•sasm6smNrpannskillCagem,ud ndMdGe��IxsNISelazslblGrgotesN nll Reemrddhe 100rt/ssrRN.uzer L+ss;irdefiyhulul slaere,usesoetiaai kenE sidlq Cen{miilirysi t80083 ' 6etNbrC:dgusse rsdrsdn. IEans sefMu hlUCW^�zirzCrtsnlriidmAttrld,6aiG ssclSa4hldemetiaeQlSUld6hllr l"adSW esrdnesx[tx Sdpilxe.lFsl iefiseksnNasfi+'en aikthsi&1nstC:snginss k:jslgseanilnnYads3ntr,nlm 4451 St. Lucie Blvd. s4a•mirtxllrs;xacat¢edgah nt eil slratiss urshsl le lots Dena fyusu SS E;irlt knulwsi}at,vLnss$skx 6rhen �ra�rur�. somoeeN ar:; neaad�sNhinL Fort Pierce, FL 34946 (appight ®RRI6 A•I AaolLasses • AtithoeYL fanbelO, P.F. Reproduction aphis donmeet, in any form, is ptobi6ited whhounhe minto permissianitom 4.1 halftisses-AnAoorL lambo III, P.I. 0 m Job Truss i Truss Type Qty Ply r XCAS6512B FL02DS i GABLE 1 1 A0141933 I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com ss.com Run: 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:30 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-BYRX4hlUOffgJnfZvSPuigrgHQbl4tNMV_6HKPYIgxp 0-0-8 i 1-3-0 2-6-0 1-9-12 2-0-0 I '' 1-3-12i i Dead Load Defl. = 1/8 in 46 11 3x3 11 I 3x3 = 3x3 = 3x4 = 1 2 3 4 T' 5 6 7 8 ratrarcr�ra rararara:lra■ (rarirari■ '-� ;0 rarirara■ ilLii ri���� M �. .ID S o V3 153 n-" 1-R-t! 46 = s-R-n 3x3 = 3x6 = -"-n . 7 q_19 . R_R_17 . Q_R_n 11_" 1,4-R-n 1SJI.n 3 9 m 3x4 = 4- 1-1-8 2-0-0 2-0-0 0-9-12 1-0-0 1-0-0 1-2 4 2-" 2-" 1-6-0 Plate Offsets (X,Y)— [1:0-3-0,Edge], [13:0-2-12,Edge], [14:Edge,0-0-121, [15:0-0-1,0-3-01, [21:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.09 11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.18 9-10 >964 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014n 12007 Matrix-SH Weight: 91 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(fiat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) OTHERS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 953/0-4-0 (min. 0-1-8) 9 = 95510-3-8 (min. 0-1-8) Max Grav 1 = 953(LC 1) 9 = 955(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-917/0, 2-3=-916/0, 3-4=-2241/0, 4-5=-2241 /0, 5-6=-2104/0, 6-7=-2104/0 BOTCHORD 12-13=0/1858, 11-12=0/2241, I 10-11=0/2243, 9-10=0/1351 WEBS 4-12=-262/0, 1-13=0/1261, 2-13=266/0, 3-13=-1100/0, 3-12=0/495, 7-9=-1577/0, 7-10=0/878 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable studs spaced at 2-0-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached Ito walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. aa.�!-n�, n�ira;�. ruY IIa:F t10SRs{Srtifl o l[itl ntYS 6G5YaII1Ces (Of[aYs^iCRIJt(r[tltl([�6Y(kr hm rttnrtulp tan:pnrnt rn/w4s ndr tnsrbrippcery�jW M sal. ruN ®: rF.ir5fnn skntefcr rv. 8elru tn�in>•ifdmne 14D, edr WTstt:mrtr+dtln so9krseftxneiaCwlrrdilirlmsUpee tyme{rs,an�-F7Grirz Rn: selnssyira1 tyre:Wsmsrutdmtlnrptln4rsila�en�nrr�cdtls6?S�Irupdme mdrTmsryes�l<r�lODertr,nialrtt. i9eGvpeco¢iNet, 4iEiermlainLs�%T'et Anthony ' T. Tombo III, P.E. Weudt'f;Tmslreit46+usisnrrnprsuL.YAtiO.en,MOm7[e8rrirzlynenn:WlegPe>ge,u&umdAnrnCneittelhlml'm:Itolydedm-Lrkeeq:nddtieN6atgrili.ufnrr�ss;vdNytxsd ilay6iAd'ntiwuifmvludile@erestmiNiryd'' 80083 muat�b:peea6xds3o.16uhsserau�lOCrdlxtabanlr dmsAnkP rGcpa1k4y16uoetisl(fjrdf;FelYtl"utSlGeerAcretmryzdptice.iF}tefix&resin@IDnWdtierdlglns0. s,ionkdptyRseeitmsUmhdno,nlns 44mSt. Lucie Blvd. sna.ly aGxahrtaaresyearp.anea l!rJjaars hrYr:L tarn, lMp Gi�asr¢Ieinrb�Uiybnipa;nLec1!nez Frltue!d¢iWil[b}3A aidledmsmrsddmla irFl. Fort Pierce, FL 34946 fo 6t�1616 MI RaalTtasszs-kiltoe Clanba ill, P.I. Re^rodo0iaa olthisdozaneot,ia as form, is roh3hed witbouttAemitten ermissiaohasA l RaafTm%es-Adoa LInnbolll;P.I. PIn9 Y, r Y P P Y n r Job Truss Truss Type Qty Ply A0141934 XCAS6512B FL03 Floor 7 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:31 2017 Page 1 I D:11 aCmcugpCgoCZ76? IBXGuyKcRf-lk?vl1 m79zn WwxEmT9w7E2OpLgvdpKlWjergtrylgxo 0-4-8 1-3-0 2-6-0 1-9-12 2-0-0 0-11-0 Dead Load Dell. =1/8 in 46 11 3x3 11 3x3 = 1.5x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11 1 2 3 4 5 6 7 B T 0 co i 14 13 12 11 10 9 1.5x4 11 4x6 = 3x3 = 1.5x4 11 3x6 = 3x4 = 6-3-12 LOADING(psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.60 BC 0.86 WB 0.58 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) -0.12 12-13 >999 480 Vert(TL) -0.21 12-13 >799 360 Horz(TL) 0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS . 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD jStructural 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, Except: "6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 1 = 927/0-4-0 (min. 0-1-8) 9 = 929/Mechanical Max Grav 1 = 927(LC 1) 9 = 929(LC 1) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-893/0, 2-3=-891/0, 3-4=-2125/0, 4-5=2125/0, 5-6=-2016/0, 6-7=-2016/0 BOT CHORD 12-13=0/1789, 11-12=0/2125, 10-11=0/2126, 9-10=011309 WEBS 4-12=-271/0, 1-13=0/1227, 2-13=-263/0, 3-13=-1048/0, 3-12=0/580, 7-9=-1527/0, 7-10=0/825, 6-10=-271/55, 5-10=-486/80 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 1=1Tell Ott Muir t&III4t'J`.M;1S£SS.ie M45!&1&1ILF4MII�J:1ITt'vt'Jij Ct(hlfl:3,t.;tcdj:tTxa'M:t nwrifArttrtsw_t4rsrma3et:t n�.sl tty ttn>},tanrr�,ntmetapttrn ta�tl�mt>frnsao-e r�o4r.,a�trna.:uatrylnt::pss:,r, as tt;t tfe Anthony T. Tombo III, P.E. ad.40&4lnnfu urk4da;"wwj-;&-0y1&0—'fhC.Yrtt c5aedl;twam0i:ix;Herry".4sxrdms&t7f,:1K.161hw trraq:KtadiFLrugpuddntlmat Or A'A dim Trmt"kAq H ,}mra�ao�atq,ks�ttntttt tav:>c. #80083 tt tutlt; ktipe MR.at6r. 33 sittuw®&ti;3at(4;tu:n¢t;nsr5ats>fht ku"tyGs;rv55: e1 kYBm4;EtSI;P�l�sidkr i!l ul S.l m t9uer,>1fuKx!d, flat. (tl:ltcnse tegn.R;its41 #fitta'W L ssdtSrn:I4ttW.sgt Fsryxt 4{srtn W.Jrrtan,silns .YtM;IdWt♦hti4:.n�nly.thra�E.taFlAtt:tdPPd.Bt1!nSOestfitEr;ar'ItROi21EredlprYtt ',ttriftInh9 P4dm61YN�,1d�Aimlhlmtlt4{ErcIFnLI. 4451 Blvd. � Fort Pierce, FL 34945 ropytigSn�7BI8A-IPoollrsssrs-Aalkecyl.lomSollbP.E ieprodudiandthis dorameot.iacoy laa,isprohibited Qhalibewrineapet®issiokar -IPooMossts-Ambosyl.lorta114M 0 Job Truss Truss Type Qty Ply r ' XCAS6512B FL04 I FLOOR 3 1 A0141935 Job Reference optional rs, Ruu, ,susses, run rierce, rs_ 34946, aesigntdaitruss.com Run: 6.020 s Aug 31 2t116 Print: tsA20 s Aug 16 2017 MITek industries, Inc. Thu Nov 16 08:09:31 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-fk?vl l m79znWwxEmT9w7E2OtPg2gpRsWjerqtrylgxo 2-0-9 2-M 1-11-15 r I , 1.5x4 11 3x3 = 1.5x4 11 1 I 2 3 3x3 = 4 8 I 7 6 5 1.5x4 II 1.5x4 II 3x3 = 3x3 = ' I 6-6-8 Plate Offsets (X,Y)— [1:Edge,0-0-121 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.03 7-8 >999 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.06 BC 0.28 Vert(TL) -0.04 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight: 35 lb FT = O%F, O%E LUMBER - " TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 417/Mechanical 5 = 417/Mechanical " Max Grav 8 = 417(LC 1) 5 = 417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-423/0 BOTCHORD 7-8=0/423, 6-7=0/423, 5-0=0/423 1 WEBS 2-8=-518/0, 3-5=-523/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 1 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means! I LOAD CASE(S) Standard rt�-nnse; ma■rts'41 F3x71�(fftt2`y esAL iELYI L mKlilasS (nIOMi'E7!EIis:6dA;'J' 6aet'6tn, sni.lei[tFnas[tisnl,�it e;4sdpisinnClpEr..hF7CE allb7t�Ln1.!w»E4r£UMnaslrAMaeeu. CinsEar,rn Berl p� Fcgwt W'reursxjwts,sehndlotaltEbM nsi k e f+a:a:gsFq'vraix,!seidryaeery�e:rr'aorttknun., axnphnsdRepttnsol:giaesriq�:Fas3+tester,e[:sgrdGesnilsT »s igatNa9ef:Deeh. �n 1Ma, ti<NsiP mfsp:.lrspust'ns, ssMr! ' r Anthony T. Tombo tt., P.E. :a„odmsrr, a„aarnmwazaamcRn.nc�r,a�vaymne,t}a„�n,��er�m�dru,x,smawdi.iy;w�ar4Lr.Wps�amr�� e..atTn:tixwaa:moo dnsenr:,rnh� #88083 stzc,Fr nwt,a .t��.:ses�nataetrRF e,� nsn,txa�tesl,cfayxemattsq�trn�ttmnas9tnr,endnne+ a. maansssenBsa,s�stxnsurrsasrn:rms[ay�rr}anrr:.Kss=asme.�r:s 4451 St. Lucie Blvd, iiE,o!N6s!oslilereL^Tf tfnt,jEebi(]Qjtt tC�nSssbn4rL ItiLgsrtvj,&,'arsn @�! tt tgFnl:rdpx,n FMSSIst+n Fgtere dath:lis} :: n{ai�lwnse,a Lsl aliH. [apyripis24816A-Ifaofkasses-An!leeyl:Tom5oII1,P.E, pepsoda,rionalibis dotaneatioany kw, ispmA!bittd.ithaenher'riGeeperoissionfieraA-llaoilmsts-Aat6ecyl.102holl0l Fort Pierce, FL 34946 Job Truss Truss Type Qry Ply A0141936 XCAS6512B FL05 Floor 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.020 s Aug 312016 Print 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:31 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-fk?vl1 m79zn WwxEmT9w7E20npqucpKiWjergtrylgxo 2-6-0 2-3-3 2-15 Dead Load Deff. =1/8 in 1.5x4 11 3x6 = 1.5x4 11 3x3 = 3x3 = 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 1 2 3 4 5 6 7 8 9 3x4 = 15 14 13 12 11 3x6 = 3x8 MT20HS FP-- 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 TCDL 20.0 Lumber DOL 1.00 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.60 BCDL 5.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) `Except` B2: 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 'Except: 2-2-0 oc bracing: 13-15. REACTIONS. (lb/size) 10 = 1137/0-3-8 (min. 0-1-8) 16 = 1137/0-3-8 (min.0-1-8) Max Grav 10 = 1137(LC 1) 16 = 1137(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2717/0, 3-4=-2717/0, 4-5=-3204/0, 5-6=-2726/0, 6-7=2726/0, 7-8=-2726/0 BOT CHORD 15-16=0/1650,14-15=0/3204, 13-14=0/3204, 12-13=0/3204, 11-12=0/3204, 10-11=0/1650 WEBS 2-16=1926/0, 2-15=0/1244, 3-15=-330/0, 4-15=803/0, 8-1 0=-1 92510, 8-11 =0/1 256, 7-11=-351/0, 5-11=-784/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1.5x4 11 3x6 = DEFL. in (loc) I/deft Ud Vert(LL) -0.2211-12 >938 480 Vert(TL)-0.3711-12 >572 360 Horz(TL) 0.07 10 n/a n/a 3x4 = ii PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 90 Ito FT = 0%F, O%E tve,�r.n=vna,gtlrrede.r�•atmettle�3rx,ea,;ta3utieusecozomessta*au-wt3^}sBias!tar!!tert�nraute<,y,�rensmad�,gym:tn,sea�y,mfe�p�;�arr rt.r,wc:rttd��ns;�la.,w.w,a,,,en.ueragmeetm.wr Wt:kra,m,fides saakeseerxn, irCple edi BeirnsDage E,tiYetiu..ye�hrsyrc.�`eee,xlazrr6 ngrt:easoc,gta,ednvpde:su,a e+maro3r�t eRJr4�3t 1,:LpdCemprm:feµuinnel6Jnry..,intal. fxlrsys m,e s. taluru,4s„usam.!nr' Anthony T. Tombo 111, P.E. Qe.edits' .gr.asltsa„,us gd5t0—,teC_,,e.wadq.7 ,omft! igoma,r,aeatr dwdrn.ittMs.WixAnfimmt.tm.RndOf. moaeepr.users,rms:ofig dSMp.ha4h..lL—rssa:s,een,la,narya =80083 verir%c:uaeee6aean.re,rnscemarorocR�aeraea,lr na ensqu�eisdytduammT rduuelrmnesceeedar:earxydpueeiRti�,enenHnaanednne,asm,sox:s,rm�,,t. enadi saadwWn,wess 4451St.Lucie Blvd. ena.tnhlaehetunmgedryna nt�hcl rrurs m,hal In rn;sDeYp, Grae,arglneNIligaeslpu,rtl,ns5tder ulna asgnwq. mvreacdmsmna�,datRL Fort Pierce, FL 34946 Copyrigbt 0 2016 Ad iooll,ussas-Aat6oayl.laubo [0, F F. leplaimioa alibis dorumeat, is ony form, is p,ohAhad whbowbe mfien permissiaa from Ad ioolLasses-AethuyL lonbo 10, F.I. f Job Truss I Truss Type Oty Ply , A0141937 XCAS6512B FL05DS I GABLE 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8,020 s Aug 31 2016 Print: 8,120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:011:32 21117 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-7wZIVNm1wHvNY5oyOsRMnFxywEITYnkfylbNPHylgxn 2-6-0 2-1-8I2�-0� i I I 3x8 = 3x3 = 1 2 3 4 3x3 = 3x6 FP- 5 6 7 Dead Load Deff. = 3/16 in 3x8 = 8 9 ■I �,. ilqam 1 �'/\SRAMi ����I ips P, Pa .1 � tt� _� ►Z�' 3x6 = 3x6 FP= I 3x6 = 3x6 = 3x6 = 8-7-11 9-7-11 14-11-8 1-0-0 2.8-0 2-0 4-0-0 6-8-0 7-7-8 8-0-0 8-�,12 , 10-11-8 , 13-7-8 1 _ 14-10-5 s, 16-0-8 17-7-8 r 1-0-0 1-4-(1 0- -0 1-3-0 2-8-0 0-11-8 0-2-1 1-3-13 2-8-0 1-3-0 0- -0 1�-0 I 0-7-11 0-9-15 Plate Offsets (X,Y)— [1:Edge,0-0-12], [12:0-1-12,Edge], [15:0-2-12 Edge], [19:0-4-0,0-0-4], [23:0-4-0,0-0-4], [27:0-4-0,0-0-4], [31:0-4-0,0-04], [35:0-4-0,0-0-4], [39:0-3-0,0-0-3] LOADING(pso SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.16 13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.33 12-13 >632 360 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code FBC2014-P12007 Matrix-SH Weight: 106 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except` B2: 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard OTHERS 2x4 SP No.3(flat) 1) Dead + Floor Live (balanced): Lumber BRACING- Increase=1.00, Plate Increase=1.00 TOP CHORD Uniform Loads (plq Structural wood sheathing directly applied or 6-0-0 oc Vert: 10-18=-10, 1-9=-126(F=-6) pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bILing. REACTIONS. (lb/size) , 10 = 1190/0-3-8 (min.0-1-8.) 18 = 1190/0-3-8 (min. 0-1-8) Max Grav 10 = 1190(LC 1) 18 = 1190(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2863/0, 3-4=2863/0, 4-5=-3356/0, 5-6=-2883/0, 6-7=-2883/0, 7-8=-2883/0 BOT CHORD 17-18=0/1 784, 16-17=0/1 784, 15-1 6=0/1 784, 14-15=0/3356, 13-14=0/3356, 12-13=0/3356, 11-12=0/1780, 10-11=0/1780 WEBS 2-18=-2069/0, 2-15=0/1252, 3-15=-288/0, 4-15=-598/0, 8-10=-2064/0, 8-12=0/1279, 7-12=-334/0, 5-12=-549/0 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus O'degree rotation about its center. 3) Gable studs spaced at 14-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i Yairy ntla filter tlm tk'11IOs; msi3 udf¢yutf3n l!15SafOi0lnCOi(OSiO4{t¢rl)Jf¢¢06tI0eYEsrMa t.6siopp—#atattttt xYta,!it lnstavponr'e¢Ime;dmetY.rt.ruh©,¢E¢tlemssmtMm nt. ¢e4ucRt,,,!n tMdwnt l6o.a!t ILTek ttldlSskOkneslaSt ip;Hlt ldt Jstiras O:sceB a(ir,Sia sOr iqi FdssxluaerTWatanCimsrttlmldtitrnirvadarrt. mstzlacadryMdettvtad0esat4 tm;et¢ehlaftiDDuq,alalRt. rxttstpesslaw'seC kia¢ad4az uaataes Anthony T. Tombo 1I1, P.E. ' afwedl lTlnftnwWla h6—paW1d!t0—.,ftCnnfedsNdryW.fta rmpDmipa,Ye aaeddfSlOCYe!a¢tYelsella!Ge¢ndealMI. lhetpaddfiti¢Oats+fitNneds,T.kodtro;FsuTmyd.ese,nAdstiwsehansdd!MQtngmiY>ard = 80063 lit U7fg0.sigs ae 4ritA". NsiesfdtdYtkTOC nlseras:ieatll isedaadaeki'dq(a;tadsa4Yldase¢aa(ns0pi0!itl It Iii alSrnmldrn:et4rpasdpid:l:t. InI e6aes@!agla37�e1 arlttirtd�llnSO:spe,Tlaf OefipEyxteat InnsVmhJna,Nas 4451 St. Lucie Blvd. tllaris&Falht:aaoatpNgnYnCralraljsan Ytthtt lkraa pap[t¢Ywa¢ut9ep:lliq¢t1!pa.aTrvls Sldla6iYw darM:lfut. a0arblell ss saadaOMsRs¢ Fort Pierce, FL 34946 (o ! htOt01dh-1loafTrrss:s-Aa!6on LTachill,P.L Re tadoainolthisdommeot,inan farm, is iob3itedwhboottheminen emissionlmmAdAaalTmsrs-Aathno Liamholll;P.E. PP 9 Y, P Y P P Y I Job Truss Truss Type Qty Ply A0141938 XCAS6512B FL06 Floor 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:32 2017 Page 1 ID:11 aCmcugpCgoCZ76?I BXGuyKcRf-7wZIVNmlwHvNY5oy0sRMnFxz?EH FYnEfylbN PHylgxn 2-6-0 2-3-3 22-" 2-3-13 Dead Load Defl. = 1/8 in 3x3 = 1.5x4 II 3x6 = 1.5x4 11 3x3 = 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 1 2 3 4 5 6 7 8 9 Wi I I 19 1A11 11 11 1n 3x4 = 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS . 2x4 SP No.3(flat) BRACING - TOP CHORD pStructural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1119/Mechanical 16 = 1119/0-3-8 (min. 0-1-8) Max Grav 10 = 1119(LC 1) 16 = 1119(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2655/0, 3-4=-2655/0, 4-5=-3099/0, 5-6=-2658/0, 6-7=-2658/0, 7-8=-2658/0 BOT CHORD 15-16=0/1619, 14-15=0/3099, 13-14=0/3099, 12-13=0/3099, 11 -1 2=0/3099, 10-11=0/1619 WEBS 2-16=-1890/0, 2-15=0/1209, 3-15=-331/0, 4-15=-750/0, 8-10=-1889/0, 8-11=011212, 7-11=-335/0, 5-11=-745/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plate(s) at joint(s) 14 checked for a plus or minus 5 degree rotation about its center. 3) Plate(s) at joint(s) 1, 10, 9, 6, 13, 4, 12, 5, 16, 2, 15, 3, 8, 11 and 7 checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3x6 FP= 1.5x4 11 3x6 = 1.5x4 II CSI. TC 0.61 BC 0.71 WB 0.58 Matrix-SH LOAD CASE(S) Standard DEFL. in (loc) I/defl Ud Vert(LL)-0.1911-12 >999 480 Vert(TL) -0.3211-12 >653 360 Horz(TL) 0.06 10 n/a n/a 3x4 = PLATES GRIP MT20 244/190 Weight: 89 lb FT = 0%"F, 0%E 6¢se}.fltnt;zm�rmin9t'41tJ3risPS'ia;'IlIIQ'y nFfli!?Et�6(U9tn,�'6It::ICN;'€a!pjS;rAOp';iJFYfttl�lum,&(i}Itcpprt�n�IcdsWWnaa}>§;Rss C;�pEm§}lCp; ras L`eSdSarl.':eawl9,ifteErlufSheNEdarc ne. Cdrs: �,u.�e stedpttiw,nit wsd t,.m refs tt°krKn�elDFbif ss5i }!eL n.rq h{ nHt,�eceCY star 3!,mete Tlaunpr rt nr t( xai ext d gv nw:tsp. t74 fxtetipd3t h uas ip sfarti}s d,wen tru. iMa;gtnu�pam;b }me a s.hdu AnthonyT. Tombo It:, P.E. adfudroslns!fnfs.sdd"}utrarl:t4suh, desbaset.&C.arls sa6u'uds}tda2sacYm}hsgw,utrtrdMdl4tU[,i�.t 6tci aa45d/itm}e2alifl{raetpeuldWl dery3eUredNvm, :ys m:q;��arm.:,ant�}sstet,rxf,s�ama. x �80083 t 3tlaiCa}h;i�o!(rtYaf3t i9e f; seass9s l"Seslsxrnh'esd}afdrssdmtrd�6gatiL+:(ahs€ticesl6fjetkM1siatt;':NnISSU tnfdatesdrttervd raden2 iP4'.7crots3engstr'dtsulAtysdhL ssGsi{tt;im!R+Cp hjaw uttrt:s K�d�aee�ess . €tx.iuddoed'rl etc;oJ yetlt}s 6nfiast! � pstnnstthr( Bf l:fss sessptepn. a Alt Ae tkdh}tti}au,a iRss }(stfraFasatt!dmhdat}. 1; e}iW' titre! mn i�xdpl}N. 445f St, LnCie Blvd. Fort Pierce, FL 34946 CoPlrip61iit116 A�1 Patl lresses•Am6etPl.lom6a III, P.E feproduttiand@itdatnmenl, inane Porm,is prn6ibited"A6oatt6e written permissiaohemAd iooilrvssn-Anl6ttyl.la�6n 01; P.E i Job Truss I Truss Type Ply XCAS6512B FL07 I Floor Sty A0141939 TJb eference (optional) Al Hoot t russes, t-on Fierce, t-L 34a4b, destgn(a)a i truss.com 2—" I I I I 4xB = 1 2 3 m i Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:33 2017 Page 1 ID:II aCmcugpCgoCZ7671BXGuyKcRf-b76gBnNhal EAEN8aaybKTT80ecOHCfpByKxxkylgxm IL4-6 i 2-0-0 1� 110 Dead Load DeB. = 1/4 in 3x4 = 3x4 = 3x6 FP= 4x8 = 4 5 6 7 8 9 10 11 18 17 16 15 3x8 MT20HS FP-- 3x3 = 3x3 = 4x6 = 1 m 14 13 4x6 = 3x6 = Plate Offsets (X,Y)— rl:Edge,0-0-121, [14:0-1;8,Edge], rl5:0-1-4,Edge], [16:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.59 Vert(LL) -0.26 16-18 >925 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.50 16-18 >488 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014ff 112007 Matrix-SH Weight: 109 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* 6) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-1 Od WEBS 2x4 SP No.3(flat) (0.131° X 3") nails. Strongbacks to be attached to BRACING - walls at their outer ends or restrained by other means. TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 132410-3-8 (min. 0-1-8) 20 = 1324/Mechanical Max Grav 12 = 1324(LC 1) 20 = 1324(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3391 /0, 3-4=-3391 /0, 4-5=-4334/0, 5-6=-4344/0, 6-7=-4333/0, 7-8=-3387/0, 8-9=3387/0, 9-10=-3387/0 BOT CHORD 19-20=0/2018, 18-19=0/2018, 17-18=0/4157, 16-17=0/4157, 15-16=0/4344, 14-15=0/4159, 13-14=0/2020, 12-13=0/2020 WEBS 5-16=-367/24, 6-15=-417/31, 2-18=0/1592, 3-18=-312/0, 4-18=-892/0, 4-16=-89/610 1 10-1 4=0/1 585, 9-14=312/0, 7-14=-900/0', 7-15=85/643, 2-20=-2340/0, 10-12=-2342/0 I NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections• i 6ax:j•NmrCx!a�!rerie#&"41tkAASSarfW,9'y fFAEtsli�!tft(¢XaiFJiSiPiCJ1{L7!tl�h'te]i";iU6u.�Xt'tero,te!dt kcp ppe'nsmi tedaf.;a�s irtn fttq+aoa�lCl;ciGrSenx;l.lteveq,r;,Utnm Arnlehie ne. lan:4srs;n nzelwSe TA,sdt ?,ltn��ab„aasrxr¢¢nN�ddrr:,:ry,.�framrarraer�n�il¢¢xerrkrr�a,ran:�1�m�,ertamrranayrTm,r�md>erWratna:ra;nu�}c�rracrr:mom AnthonyT.Tombo111,P.E._ 'zdnrdmSrnssiamA36gargrcgadldryrtrk9 er,�t,vsnmu;egranac :tau,px•,mrrr msne41"NWa:m�:dl,:�q;et�sa�1.T.gr danel;aaia,rs,u FdIesm%�yamg,axiurz:.z�xe�rsbaensxr ,.ro � 380083 eedfi,y2eRpccndr,rAx[s.IDrassdWe6,rewsupaSusasga3e§nsdMtc+,d'atL2Sd,'f iskmm�ll{SPp,tEtazder'.NndSSL aereh,ea.+d(m rmsd;dlm7, zri:'d,+nneenq,r.33Aun1#�sstQ,L uALr.,,1m ¢!cm hlsee, ¢f,msvawl,des,wt,ss 4451 Sk, Lucie Blvd, e#!rinkMdn.trt:at ay,dgn u1! dpa!i,si,rd.et 1, I!ns0,si}s6rkesif tl�t lrGebd:,Ugv,a rmslnt„ s FgrcexdarluYat, !4u{eiaedMgd v, nd:YedgtfH. fort Pierce, R 34945 tnpyrigEt@ i81AA-18eoflnsus-Ael6vrp l.lomha 06 P.E, teproduuion atthiidmameot is anyfarm, ispraAib&ed.itfiaat i6eerroeo permissieahomA-1 taotlnsses-Adhaepl,la�ha01, P.E Jab Truss Truss Type Qty Ply A0141940 XCAS6512B FL07A Floor Supported Gable 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:33 2017 Page 1 ID:11 aCmcugpCgoCZ7671BXGuyKcRf-b76gjjnNhal EAENBaaybKTTGleoSHNvpByKxxkylgxm 0�-8 0�-8 3x3 = 3x6 FP= 3x3 = 0 1 2 3 4 5 6 Tj 7 8 9 10 11 12 13 14 15 16 17 0 I 45RD �I �� 1 I / `i 36 fdI 9� El. 1 S71 ST1\ ST1 ST1 STt STI ST1 ST1 S71 1 1 / S71 1 . —1 ._-....._...---.._..._................... ............... t 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 30 = 3x6 FP= 3x3 = 3x3 = 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 20.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 5.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS , 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except -end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-M. (lb) - Max Grav All reactions 250 lb or less atjoint(s) 34, 18, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21, 20.19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/deft Ud Vert(LL) n1a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) -0.00 21 n/a n/a PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0%F, 0%E 6avag•nrnt�mtiy mira dt•41 r�xnvsu; sau=ryas:l;aewEma;�ns:¢Texra.rmz:alsaasuarn�a. raara,�rat��ata�raear::aceT�,rr:amrn.a��P��Twume.a. €t�Te¢rt.� Mt>:tso<nrataest e��r„e.�.;aaxeaw�;w,aai rissu xOil Ws Imam.fit MuisnUL1T-'s•e:710.;ca,ye,q�araix:u�waiQomna�a a�,aat> n:aalanur;ay�s�ywrua�d[xm:,Taaie�saeeroahaenma.!uaPnwram.u�q� a =�:E� ' AnthonyT.TomboIT:,P.E. adttt W rns,horedagaarrla ke 4 k a,eae.afsuaam2ryWa ersbar7:ipv,pEeru LxA J,t¢ uin xdbws;stadR4l.l tysaddWl;DaiasSYred3isn :rsycu �:v m.aiE;x� sct nsr ya5ar 80083 feE>icrEe:peWraothe. t7wssaaswtlti51W 6r rntussst ra4.aeslwt reti:;(.sq 5s!t/ft ea161;r�tLsrsitr 3lal SYJmrd% h+rrad,^r.'1m21R'A#ts3tnga:izfissalhint(aF:.ss Gv�a,rnnar; rsTuaas[a:su:�sana.nisss 44515t. Lude Blvd. SEltiiaa5t�tatrtGOl4)NairR 11Ffaq Ea FPraSn.tltlMa.lIT•ss, re,iphr¢eygggl>:l rktitr N: K.w rMfS5,h9SITRtw ti Qt�la}Sgalits'aNh,c,Ql tta taa,IrN. Fort Plerce, FL 34946 Copysigh0ii014A-1Sol Trusses -AnrleeyMomb01,PI ieptoduuiond1hisjammers. inoaylarm, is prebUed.irbouThe wsireopermrssinhomA-111"ITrusses -Aatheeyl.tocAoI11,P.E I I ' Job Truss I Oty Ply A � A0141941 XCAS6512B FL07B �Truss;Type Floor 1 1 Jab Reference o tional Al K001 I Fusses, ron r!erce, rt- s4ago, oes!gn(daiuuss.com 0-1-8 I H' 226— I 4x8 = 0 1 2 3 di Run: 8.020 s Aug 31 2016 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:33 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-b76gBnNhal EAENBaaybKTTBxecGHCfpByKxxkylgxm 1-4-6 „ 2-0-0 1-1-10 Dead Load Defl. =1/4 in 3x4 = 3x4 = 3x6 FP-- 4x8 = 4 5 6 7 8 9 10 11 VIA 10111 , wo 0. M'M'�M al r. 3x6 = I 3x8 MT20HS FP-- 3x3 = 3x3 = 46 = 4x6 = 10-5-14 2-10-8 9.4-0 9-5e14 2-1 n-8 1 6-5-14 0-n1-81-0-0 3x6 = Plate Offsets (X,Y)— rl:Edge,0-0-121, [14:0-1-8,Edge], [15:0-1-4,Edge], [16:0-1-4,Edge], [21:0-1-8,0-0-12] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.27 16-18 >913 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.51 16-18 >481 360 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight: 111 Ib FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except` 5) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 10-0-0 cc and fastened to each truss with 3-10d WEBS 2x4 SP No.3(flat) (0.131" X 3") nails. Strongbacks to be attached to BRACING- walls at their outer ends or restrained by other means. TOP CHORD 6) CAUTION, Do not erect truss backwards. Structural wood sheathing directly applied or 5-9-13 cc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 20 = 1321/0 12 = 1328/0-3-8 (min. 0-1-8 Max Grav 20 = 1321(LC 1) 12 = 1328(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3431/0, 3-4=-3431/0, 4-5=-4361/0, 5-6=-4370/0, 6-7=-4360/0, 7-8=-3400/0, 8-9=3400/0, 9-10=-3400/0 BOT CHORD 19-20=0/2064, 18-19=0/2064, 17-18=0/4189,16-17=0/4189, 15-16=0/4370, 14-15=0/4179, 13-14=0/2026,12-13=0/2026 WEBS 5-16=-364/28, 6-15=422/28, 2-1 8=0/1 58.5, 3-18=-311/0, 4-18=-884/0, 4-16=-98/605, 10-14=0/1593, 9-14=312/0, 7-14=-908/0, 7-15=-80/651, 2-20=-2374/0, 10-12=-2350/0 I NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. I i vmkj-V— t!Fn�e.ne•lllost>1m-8Nan zrsrtroussto:mMsWON I =611tauttrt■at■Mtip I dnsmndn'.MW,Um!pmt.:sgMwmkwgl.Wt,m,rtIft—Si■Id■, edtnezn.t%'Idd me«o.mr ILTeta +ylasstAkast1.It10"kwkAselms0� G{reags,SFe:ntTbw.'L.M..seyMgmcdsmtc",dMpemiudegbashlmpwsittrylxderngidExust'aTmslqml aheMerxmMI.r.AV".MwalnsLnus,whtdq Anthony T.TomboIII, P.E. '■I.udh:Tmstxnte'ddslise.ngmirLryd40.xm,tre0.uite&smAgedn NtlnlFvlCr.:pa,u@tudeddhr ni,@t(CnlMlr�ik'IFmlohdRl t. lEeyy�ml dfirlCOd�fim1/rrd�ermxhdsfigkslTq pays,hfle!:duplkaal siu te6e mynsidlittd 9 80083 ttetxlfalgmugrad6oSNn. IgeshssdWhlYlDC nlexlrsCrtesmllzddmsdlkkL'dq kawlldsgldsr¢db(tBPtrdfiskl l.IRnsSt4 ersdesrlfxpmsdleiUa�7Prlidxshr regrssblem al(stirsdmins:0.+,ims Lw.ipignn•d inst4mhann,nhss 4451 St. Lude Blvd. reo.nshtsFyrF«nmspeagna�eRt,ajs!�smshmttktnaoak>hnmhr7TerrmlulD<nyxm:oumss.mstrta.cdegk:iF�.mmgdrrlhra:mmatnlsmy. Fort Pierce, FL 34946 (opyright�lPl6AdRaalLasses-Aethooyi.Tomha116Pi Reglodod'aofthisdotnment,inanyfofm,isprohibitedWhWllhemittenpermissieerromAdRaalfnssn-drthonyLTamhnIII;PI, Job Truss Truss Type Qty Ply A0141942 XCAS6512B FL07DS GABLE 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:34 2017 Page 1 ID:Il aCmcugpCgoCZ76?IBXGuyKcRf-3Jg2w3o?Su95nOyLBHTgsg01X2yuOfwyQc4UTAylgxl 2—" 1H� 2-0-0 1�-10 Dead Load Deft. =1/4 in 2x4 II 4x8 = 3x4 = 3x4 = 3x6 FP= 48 = 1 2 3 T1 4 5 6 7 8 9 T2 10 11 do� i ;kqmci 1010 '104"Mannim bun -all 1 PIS 1 2 000 MUM, PIA11 I I 20 19 18 17 16 15 14 13 3x6 3x8 MT20HS FP-- 3x3 = 3x3 = 4x6 = 3x6 = 4x6 = 11-5-14 1-4-0 2-8-0 2-ft-0 4-0-0 6-8-0 8-0-0 9-2-14 10-4-61p-" 12-0-0 13-0-0 i 14-8-0 1"-0 17-4-0 1,7 1 18-8-0 i 20-0-0 $0-6-0 1-4�T0- 2,-0 1-4-0 1-2-14 1-1-8 0-3- 0 -6- 1-4-0 1-0-0 1-4-0 1-0-0 -5 0-11-0 1-4-0 -6 0-9-14 Plate Offsets (X,Y)— [1:Edge,0-0-121, [4:0-1-2,0-1-0], fl4:0-1-8,Edge], [21:0-4-0,0-0-41, [25:0-4-0,0-0-4], [29:0-4-0,0-0-4], [34:0-0-9,0-0-4] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.26 16 >923 480 MT20 244/190 TCDL 20-0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.51 16-18 >475 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-SH Weight: 128 Ito FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS . 2x4 SP No.3(flat) LOAD CASE(S) OTHERS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or-1 0-0-0 oc bracing. REACTIONS. -(lb/size) 12 = 1324/0-3-8 (min. 0-1-8) 20 = 1324/Mechanical Max Grav 12 = 1324(LC 1) 20 = 1324(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3390/0, 3-4=3390/0, 4-5=-4334/0, 5-6=4344/0, 6-7=4333/0, 7-8=-3387/0, 8-9=-3387/0, 9-10=-3387/0 BOT CHORD 19-20=0/2019, 18-19=0/2019, 17-18=0/4157,16-17=014157, 15-16=0/4344, 14-15=0/4159, 13-14=0/2019,12-13=0/2019 WEBS 2-20=2341/0, 2-18=0/1590, 3-18=310/0, 4-18=-894/0, 4-16=0/271, 10-14=0/1586, 9-14=-312/0, 7-14=-900/0, 7-15=0/299, 10-12=-2342/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 14-0 oc. 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 60#s].fltRl'd(YyYvit!kidl'�Ir»'114iY'�tiflifij �CltC:t,�{CCFTk'Ii lI11l`ENy'1.'1!Q�SiS1'J�iiD6!li�l1'him.rn4,r6tip7nmRxceeE reflu4sa Fs im,(ts�p�rmilCt;Nlh ichs;l:'14+/{i.r:.Qh:ft4$IeSlithfQ RL QSS511�Sisillt�[I p'�l �sRf( uihlaaMs(k'et,es:kn�dtaS,ICF■k,e6l kttiron9eUP `riaen�s,`•wuh uu��a, ne�ico„mu azu ,dsere�, ,ran:gs,u mmeesy,dsrs f7,rui .rotm�r�untr; ■e,t ma. r+e<,m nu=pn,r_. ,rs uk, a,:ra; Anthony T. Tombo I11, P.E. ' saminnTssmosutyEwuy,��.,,erc.f,r:va,=m.e,um(1fnx,ura n.u,ae�elmi�r:=,,a xmtr.va:adn,raw■rsu�de„{fzu■mrm.�r„q,r�kr■,fxuud t80083 aramre;cdr n in.n,es+®n.roesrxr � asskaa r,�xs�3n aelar,Hti uynffwnf,rmc4tn(,=a���m ltnf ,nqus5€ dt estc,is,csvn,t twat.( ae;Rnawae�s,w s 4451St. Luc' eolvd. :fmiuhfml}ltC,CrJs�felgfeYnaiyNee(Oi,53fiM11. iell!NS11lnj1ftj9f•+'11 X11 YI IRF9(Gf5!91!',YriSy.iShR..,.•.. i�Hl, {$Qr�tl'11[;QI {IfSH{4rf(t, � Fort Pierce, FL 34946 fepgri({r10i816A-I¢eetlneses-Am4e;pt.Iembollt,P.E ieprodudso.ofl6isduromeat,ioonyre,m,ispmAibhrd.it6ueit6emitteopermiuioohumA-ttaoilncue•ktbesyt.lacDolll,P.L Job Truss Truss Type Qty Ply � XCAS6512B FL08 � Floor 4 1 A0141943 Job Reference o tional n t t.uut , ruaa s, run rm,cn, r� J9u9O, ur lgnuwd I uuss.com Run: 8A2u s Aug 16 20i 7 Print: 8A20 s Aug 16 201 f Mi rek Industries, Inc. Thu Nov 16 08:09:34 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKeRf-3Jg2w3o?Su95nOyL8HTgsg01B2xbOfyQc4UTAylgxl L2-6-0 i i 1-5-1� � 2-0� OF- � Dead Load Defl. = 1/4 in I 3x4 = 1.5x4 11 4x6 = 11.5x4 11 3x6 FP= 1.5x4 11 1.5x4 11 3x4 = 1.5x4 11 4x6 = 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 , � I 1 i , 1_R 141 18 17 16 15 14 13 12 3x6 = 4x6 = 3x3 = 3x8 MT20HS FP-- 4x6 = 3x6 -- 3x3 = 11-7-6 I 9-1-6 411. 9r4s61 OA-6 11A-6 20-2-8 n_a_n i-o- �s_n _ I Plate Offsets (X,Y)— [1:Edge,0-0-121. [13:0-1-8,Edge] [15:0-1-4 Edge] [16:0-1-4 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.27 16-17 >887 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.50 16-17 >480 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014RP12007 Matrix-SH Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* Ti: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1305/Mechanical 18 = 1305/Mechanical Max Grav 12 = 1305(LC 1) 18 = 1305(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3283/0, 3-4=-3283/0, 4-5=-4207/0, 5-6=-4207/0, 6-7=-4216/0, 7-8=-4205/0, 8-9=-3281/0, 9-10=-3281/0 BOTCHORD 17-18=0/1929,16-17=0/4040, 15-16=0/4216, 14-15=0/4041, i 13-14=0/4041, 12-13=0/1927 WEBS 6-16=-337/24, 7-15=-463/38, 2-18=-2252/0, 2-17=0/1579, 3-17=-304/0, 4-17=-882/0,4-16=-96/574, 10-12=-2248/0,10-13=0/1581, 9-13=-312/0, 8-13=885/0, 8-15=-86/6fi NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. haut•flent;srs�} maetlt'4I lr.-llPii•',(siu4'y@l7sE itt41itU61ikMtE'.1i4(tl!Efj},��p,:,f56tm'hra, rtth hi{tFatsEe,dtetitdtsa �t;nnC:np'ax.tgilCi;nitlt 7flftnt.!srit121f telrtm3kakitaaa 6f"esz t5nrsnlata�t i[C,al+ >h':ts;erx;Wlltes stxkrs+ifa hfltlUNn6i ljeta:s;r:gttquNalu,�ttfGl 'v'-a ufla R(TOAnjrtstxtnsu f$hsAfh:santNpafayttlrtllidhh, 6rkipdlashltSimsitPaNmhtf�atpt�w lryl, ;'ahsiPts;tzpcm�, la ¢ai, Zty,sL6iq Anthony T. Tombo 11I, P.E. ' zdnedstltirus hrmp7lSiatrfYaSlt'a!$Be:fsN,htMaft a3NixigataCetetst9nirye,h6etMala&s!It,3t&'ta�lyd tdrmlak zd7Nl. lltgpatldruldcn�tlNedlt`ias.atiiyi>dml.mge,amC�aa�prteq sld:'k[xtespusbiill tft :tist3:gfcdfi-eIDulc 1laa: usas®&s:ilsihtsnWsaif"k'nesi!iaCelGrsfryi'mcmaelpdGtVdq nai SL3 mf,tfNtu�hrrtNtdr4ta:e.IW!lEanif ngtt:at>rffes(htLass Crc�tr,rsatprsstmstst`na tzde6rtN,nls, 80083 '. 3iN"iadatf!}7IrR.'MSgtdgahrte�lsd;tt,1N311i!t1,ih1:S#fNipfijit5'Nfy 3f �tlrksfptY pt, S!SSh6l hlhtNdHtk�!@t. i-: afAl4ttiNG1 HIG!^�!E)h!fCl Co fl($idlb A-1 faatlnsses-Amhe l�lomho lll,Pi fe radottion oithis dommentiam (tic, is rehibitedrithoal!hewtinto LY iooiinsses-Anlhc l.lombo lll,P.L 4451 St. Lucie Blvd. Fort Pierce, FL 34946 PYri9 ermissioafiomA-1 , P Y • P P eY Job Truss Truss Type Qty Ply A0141944 XCAS6512B FL09 Floor Supported Gable 1 1 Jab Reference (optional) A i moor s russes, ron rlerce, rs. avuvo, uesignLa i uuss.wnl 0H8 1 2 3 4 I Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi rek Industries, Inc. Thu Nov 16 08:09:35 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-YVEQ70pdDCHyPYXXi?-3PuYcDRTvIH06eFp20cylgxk 0148 53x3 = 6 7 8 9 10 I �I ST1 i y S f I II $Ti I STI I I S \ ST] i 1 ST $71 Itllllti F, I� .. e3�o::. :9s> a',,+,. .<£!a. d2`t>,:i'r,::fi�4::::,+S.:i,•: ..4,te7, �?A'. •:. :�+�-, :•: `4 1 F\ ... i`R....: :>,... a3?:.•'. ...h.�. .dsv:.. FAZ'.. °.0�:.,. A,.o... :a.`,a,:. s?(....w'�.C. ��r.... . i�:•...:i8?. .�.. ,�A.', 1 225 Plate Offsets (X,Y)— [1:Edge,0-0-121,[21:0-1-8,0-0-121,122:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC, 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-SH Weight: 60 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS - 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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. REACTIONS. All bearings 11-2-0. (lb) - Max Uplift All uplift 100 lb or less atjoint(s) 11 Max Grav All reactions 250 lb or less at joint(s) 20,19,18,17,16,15,14,13,12 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard daag•flene:na;N+:e%u. Ae'FI t�i ROSSi, P.Ilirl E�p.ELaS 1(Uk�'ki'rs5 tk3R9{'dI!ajlrS.e8hii7Eui51'Aro, tndt kcpremdcsaereelwynat#s irns E�refi+nrilrF W 3i irAm, t:'erSeGl,r:. Ukme Skdtrlert n{. [cm{ �s�rin sFeadea2a?tE,xl, ±ra,:h.z<nam�tecA�roaf:rt„fW:,dam,w!aecqu;te,eenlrtco,�eus:wetapa,■mrrek w:e i•emr«a�,dr«tun{i�mdacerPo�,�«mt.;eAnl«t:l{twun zrdy Anthony T.Tombol:F,P.E. ' sdeu�6lslncskrini>i.y' nMrr{uaiimiA!:tta�C,stfiavdpetlnMDi�sr7efiFa,uCxt>5ttlitle3r,4e6tmAkdGinruLrn'HLTaNpe�d{41;Dainr5dired3e'm{.c�injsa9ur.tlnq°r:.hCanxadMeltaGU&Kgna7r� t80083 J 4,ra"x,wpr. �Gge3t. k9mndMAM1:Ua7frFrahzeNrJeirnlarEd3rg�sq sSdte faarmn t(Y7plllskitr 9¢ISt;lmldnu�frt5{znd�rt 1.F.iSSt�IIn'4linrf4A:Nf3nIL9n�F.Ir:t11o1L'�Af:r(i{?D!f:irla9tn Lt{?n:YI�ISCAY.4IH{ 4451 St. I.{ICIe 6IYU. S3ltliit Mzllhe(w'vJgtdqu AMihtRrO'in3itM1( 411renr$!fire{I�AtYEb11 rFnej:IflnS Cr'e{f:55hp1rrtned�atEe3j. L:6iP.a~.dinCNGJ¢Ad'u RFI. Zt Fort Pierce, FL34946 Copyri9b1 QJ 1DIbA-1 Rool Tresses-Ambecyl.lombolll, P.E hproduaka al thisdetumeat. is toy rarm,is preWbised.uboenhe writto permissioc homA-1 peo11rlsses-A1WII.lacbo0l, PL Job Truss Truss Type Qty��Job XCAS6512B FL10 i ROOF TRUSS 4A0141945 Reference o tional �� �• • �. • „y„� a ���.w,,, Run. o. i 2u s Hug r o 2017 rnnr. 8.120 s Aug T o zui r not 1 ex industries, Inc. I hu Nov 16 08:09:35 2017 Pagel I D:11 aCmcugpCgoCZ767IBXGuyKeRf-YVEQ7OpdDCHyPYXXi7_3PuYRmRFbl8y6eFp20cylgxk 2-6-0 1-6-8 „ 2-0-0 1-6-8 i 1-6-0 Dead Load Dail. = 3/16 in 3x6 = 3x3 = 3x4 = 3x6 = 3x6 FP= 3x8 = 3x3 II 1. 2 3 4 5 6 7 8 9 10 I ' 1 0 0 IF o M 6 = 13 12 °D Io e 3x8 = e d 19 j 18 17 16 e e e 20 3x3 = 3.6 = 15 3x6 = - 2-7-8 5-3-0 1 7-7-11 8-7-11 11-1-7 12-7-0 15-2-8 17-11-8 2-7-8 2-7-8 1 2-4-11 1-0-0 2-5-12 1-5 9 2-7-8 2-9-0 Plate Offsets (X,Y)— [1:Edge,0-0-121 [4:0-1-4 Edge] [5:0-1-0 Edge] [21:0-1-8 0-6-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.18 17-18 >719 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.36 17-18 >360 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.07 21 n/a n/a BCDL 10.0 Code FBC2014R312007 Matrix-SH Weight: 99 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) WEBS BOT CHORD 2x4 SP M 30(flat) *Except* 4-17=-281/183, 5-16=-120/318, B2: 2x4 SP No.2(flat) 14-15=-465/658, 6-14=433/590, WEBS 2x4 SP No.3(flat) 2-20=-1371/671. 2-18=-261/548, ' BRACING- 3-18=-408/246, 4-18=-252/473, TOP CHORD 5-15=-1354/687, 9-11=-1336/1518, Structural wood sheathing directly applied or 6-0-0 oc 9-13=-117/340, 8-13=-310/193, purlins, except end verticals. 6-13=1118/804, 9-12=-322/120 BOT CHORD I Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - Except: 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) , 2-2-0 oc bracing: 16-17 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; 9-10-2 oc bracing: 11-12. h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS t (envelope) and C-C Exterior(2) zone; cantilever left REACTIONS. (lb/size) and right exposed ; porch right exposed;C-C for 15 = 823/0-6-14 (min. 0-1-8) members and forces & MWFRS for reactions shown; 20 = 571/0-3-8 (min. 0-1-8); Lumber DOL=1.25 plate grip DOL=1.25 21 = 38610-6-14 (min. 0-1-8) 2) Provide adequate drainage to prevent water Max Uplift ponding. 15 =-527(LC 8) 3) All plates are 1.5x4 MT20 unless otherwise 20 =-254(LC 12) indicated. 21 =-319(LC 8) 4) Plates checked for a plus or minus 0 degree Max Grav rotation about its center. 15 = 1233(LC 2) 5) This truss has been designed fora 10.0 psf bottom 20 = 857(LC 2) chord live load nonconcurrent with any other live 21 = 579(LC 2) loads. 6) • This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max. Comp./Max. Ten. - All forces 250 (Ib) or less except rectangle 3-6-0 tall by 2-M wide will fit between the when shown. bottom chord and any other members. TOP CHORD I 7) Bearing atjoint(s) 21 considers parallel to grain 11 -21 =-579/680, 2-3=-1655/804, I value using ANSI/fPI 1 angle to grain formula. 3-4=-1655/804, 4-5=-1301/613, Building designer should verify capacity of bearing 5-6=-262/89, 6-7=-1160/1120, 1 surface. 7-8=-1160/1120, 8-9=-1160/1120 8) Provide mechanical connection (by others) of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at 19-20=-578/1182, 18-19=-578/1182, joint(s) except (jt=lb) 15=527, 20=254, 21=319. 17-18=-623/1316, 16-17=-613/1301, 9) CAUTION, Do not erect truss backwards. 15-16=-606/1283,13-14=-145/459, 12-13=1443/1271, 11-12=-1443/1271 WEBS LOAD CASE(S) 4-17=281/183, 5-16=-120/318, Standard 14-15=-465/658, 6-14=-433/590, 1) Dead + Roof Live (balanced): Lumber Increase=1.00 2-20=-1371/671, 2-18=-261/548, Plate Increase=1.00 3-18=-408/246, 4-18=252/473, Uniform Loads (plf) I Vert: 15-20=20, 1-10=-80, 11-14=-20 aRft1-naaea a..WAfor, Tams;ujrrae3urnxfacnanesrsraurerrlursae:raruert n,aramN,doalaaK„u raae,.ipm,.Amman,warLr.we,rt.rdaaa,skxeae.tieriraa�.iarift..rtetco..dr ILTst,�eNraftAcs,dlleuellxe<itt`ul.,d:l.lsiTmsOa�Egaeeo.e,'.pmry&rya4 ne,esasglMrgmm,mscqtxrdWrr,h,siad apsewg,apcnnitirtr:eskp d be waft TmslgadnmID6ary,alerrlL Ikksy, uaepaet�alusma[ias, ss0sli ma.dh,T,a,l■ar.d:qi,rs.,ap.umdr<a.a,a,urar,,mea.pdanekaro._e,ftn.ed,ddnonrneacnlu.u�tba armina.rse trnmaa! eu.adnm,seN � `"p as qwrw • atsaTgdeq.,urL'iawalkasasid trnxaspesiNiryd Anthony ' ' n,4lrgDesipeaF GRAa. IBaessdequ MTOC olexpsFrcaalp:!<road!4lei'S'q Gqual k4hldaaelimllS!lld6•.ltl lrmalSTO w,dea•.sltx dpAa:e. 1Rli3aan.resiasuT&sarkM,dmlms�xpe,Tmsrs:gs bspReeallassknd.�aa,asas dte.esida9lr. raaeagedgn ft nGa fldrrYa unhN. lg fa;f ds:a rgmr 6 bOrth �Yigaeslpa,aLnslyda, nae,a dorktllq. NaiedeNMes o, n GLM a itFr. a 60063 80083 4451 St. Lucie Blvd. Copyright 0 2016 A 1 iadhisses-A bonyL IIMho llijE Fepredoaian aphis dommeot, io ony form, is proh30ed wifhoutrhe mfieo parmissiao lmm Ml YadTmsses-Aes600yLTamha lll; Pi. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0141946 XCAS6512B HJ Diagonal Hip Girder 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industnes, Inc. Thu Nov 16 0B:09:36 2017 Page i I D _TNN_bPVFxkOg5QLbhPavl yPVt4-OhooLkgF_VPpl i6jFiVlx55eyrk?UgoFtvZbY2ylgxj -1-11-5 3-3-5 8-7-3 -11-5 1 3-3-5 5-3-14 3x10 II 8-3-11 8-3-11 -3 Plate Offsets (X Y)— [2:0-7-6 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.04 7-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.08 7-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 50 lb . FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS - 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER .Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 'BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 207/Mechanical 2 = 473/0-10-4 (min. 0-1-8) 6 = 215/Mechanical Max Horz 2 = 173(LC 4) Max Uplift 5 = -190(LC 4) 2 = -447(LC 4) 6 = -90(LC 8) Max Grav 5 = 207(LC 1) 2 = 473(LC 1) 6 = 252(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-486/143, 3-4=-534/374 BOTCHORD 2-17=-451/494, 17-18=-451/494, 18-19=-451/494, 7-19=-451/494 WEBS 4-7=-515/470 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 5=190, 2=447. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 155 lb up at 1-3-13, 54 lb down and 61 lb up at 4-1-12, 47 lb down and 43 lb up at 4-1-12, and 99 lb down and 129 lb up at 6-11-11, and 94 Ib down and 115 Ib up at 6-11-11 on top chord, and 73 lb down and 54 lb up at 1-3-13, 33 lb down and 41 lb up at 1-3-13, 12 lb down and 2 lb up at 4-1-12, 12 lb down at 4-1-12, and 30 lb down and 24 lb up at 6-11-11, and 28 lb down at 6-11-11 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: 1-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 3=66(B) 16=-72(F=-32, B=-39) 17=60(F=31, B=29) 18=1(F=-1, B=2) 19=-47(F=-24, B=-23) Beeng-enmm�elern.e.ne'}I11101r1Zs3;xU[r03110gsahIN e:rtr&wrr.E<men,. [And-iserddbee 7%m1 IgUtenrcm rmeasSAkmeEm5xiG99kadi. u.insso eb (�.saueas EeriG_a dnslnnrm Anthony T. Tomtw Ill, P.E. ' ns.edftitensw�?ueesls6—In0dodasa.. ren.ntseaed>dyscnne16ffiq �n,afl<�aeadrHaaeisQuaWVafiyshufMLneen:emrfl,TDOW exeunWxkn Wd.;keT3.,mete.adAD-1injAsHaeg,se3n,aanan :1 80083 ne k7fejgesipraibmnin. Ne:hssErd'uM„„IOC nl3xrm'rcesnl piemn dflekuier(eepeaSSddr ldnsetiwPlS0pes6sM/IrIR w75rJ ertedee �Ibe rs^ydp+ilse. iFFlidmflenzrns?dTan naAtiesdttiLms0.ti,nn,Tems krnlgsmeslsmsgmh9na:nhss 4451 St. Lucie Blvd. .fleMsekfirAN.tngm.geearyn Rvrcrrndretin unhd lh Nnheru 6a�se isilflesoiiy OnlyoLmSlars Emm� d[n6nA0n. NarndeNma; nersdd�n/¢TFI. Fort Pierce, FL 34946 (opydgh1910166-IioafTrgssis-A.&onyf.TombaIII, P.E. Repaodorli>oalshisdosomeaS,inonyfosm,ispro6ihisalmir6oustheminenptrmissianfroo4lPaatfrnssas-Aashooyf.lamholil,P.E. Job Truss Truss Type Qty Ply ' XCAS6512B HJ2 i Diagonal Hip Girder 2 1 A0141947 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:37 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-UuMBY4gtlpXgeshvpQl XUJeuKF0ODBUO6Z184Vylgxi 1 2.83 F12 I 2x4 11 3 I 1 2 q 1.5x4 II 7 I o• 6• Q. 3x6 — B3 I 3x4 = 6 3x4 = LOADING (psf) SPACING j %0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DO L 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014>TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3, B3: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS. (lb/size) 4 = 135/Mechanical 2 = 354/0-10-15 (min. 0-1-8) 5 = 80/Mechanical Max Horz 2 = 126(LC 18) Max Uplift 4 = -110(LC 8) 2 = -330(LC 4) 5 = -16(LC 8) Max Grav 4 = 135(LC 1) 5 = 104(LC 3) FORCES. (lb) i Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-439/153 BOTCHORD 2-7=-226/428 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18r MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anviother live loads. CSI. DEFL, in (loc) I/deft Ud TC 0.38 Vert(LL) 0.05 7 >999 360 BC 0.58 Vert(TL) -0.06 6 >999 240 WB 0.00 Horz(TL) -0.01 5 n/a n/a Matrix -MR 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=110, 2=330. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 44 lb up at 4-2-8, and 47 lb down and 44 lb up at 4-2-8 on top chord, and 73 lb down and 55 lb up at 1-4-9, 73 lb down and 55 lb up at 1-4-9, and 12 lb down at 4-2-8, and 12 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 - Uniform Loads (plf) Vert: 1-4=-70, 7-9=-20, 5-6=-20 Concentrated Loads (lb) Vert: 11=62(F=31, B=31) 13=-1(F=-1, B=-1) PLATES GRIP MT20 244/190 Weight: 27 lb FT = O% r�R-n�,as�,urn.!. e,<'auat (rmcs�((a ; rleau l!tus a emningss (usTax(-ecra'}rosgmErAs(Est•mn rne([ei4t per !mstltnd!an na;: mn c!!,pon:gPaa;�mr,art.l�Et o, et.Ea�,!, E:rsaae.n. a,in, �A.wcadn ne lm.!aE wtvtcxO+g!egs ssrflalut(arll ECEwEI ta4uertas otl;!Eqh=epxsrwlsrEss�tl!,e:s�naglr�lrgnues®tnq�ednsE,s&svnaup!s�gro nana�e t!synae mgv Em:t! afl<loautr,aen mt. ivteup nnuµ y(�thgwrn!!c s!a:aaor Anthony T. Tombo IIl, P.E. ' m-drru.,!Ie.gE yhanarns a(s!e.!e,,masds0hrivitRcnn!wfgo!:rye,hUnataau!11en,ixne(aWbAqui:m111E. 480083 msrfagR!GpraiEISLA.rGI!S1ChM=BCnrSti!iGl[tinWiff dit, ihiamSIS9lhEa!6!aji(S4rafialY�INtlrAUSllaSn17D�9ajNSRIFFItAM:RtFinabnOrCenaME19SRK�S,Tnn�y!EgsetennsspmhTn;ean 4451St. Lucie Blvd. Ilam,!LaaNir I(xomsyNgnh m!en 7tgis hnh!t. Ialrmge,Iw [ghre is Riifllrrlligels1lsr,erLn;lratx Egh:w algMlihr. magedelrxe: m rtGaeNh irrl. � Fort Pierce, FL 34946 (apyrigbt�Y016b1Raatrmsses-kthonyL7amhaIll,P.F. Reputfunianalt6isdoromam,inany form, isprohibitedwithoatthewmrenpersissianfinal 6dRaoffmsses•AmhooyLlamhoIII, P.E. Job Truss Truss Type Qty Ply A0141948 XCAS6512B HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:37 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-UuMBY4gtlpXgeshvpQlXUJegSF2gDALO6Z184Vylgxi -1-11-5 5-3-10 1-11-5 5-3-10 5x6 3x6 = Plate Offsets (X,Y)— [4:0-0-15,0-2-12) LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.06 5-6 >602 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.05 5-6 >659 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 30 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS , 2x4 SP No.3 *Except* W2: 2x6 SP No.2 OTHERS 2x4 SP No.3 .BRACING - TOP CHORD Structural woos sheathing directly applied or 5-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = -68/Mechanical 5 = -153/Mechanical 6 = 76010-11-5 (min. 0-1-8) Max Horz 6 = 125(LC 4) Max Uplift 4 = -121(LC 15) 5 = -188(LC 15) 6 = -883(LC 4) Max Grav 4 = 65(LC 18) 5 = 205(LC 18) 6 = 760(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-377/457 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=121, 5=188, 6=883. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 109 lb up at 1-3-13, 61 lb down and 109 lb up at 1-3-13, and 53 lb down and 63 lb up at 4-1-12, and 118 lb down and 176 lb up at 4-1-12 on top chord, and 37 lb down and 97 lb up at 1-3-13, 37 Ib down and 97 lb up at 1-3-13, and 13 lb down and 2 Ib up at 4-1-12, and 99 lb down and 153 lb up at 4-1-12 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: 1-2=-70, 2-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 10=-24(F=-12. B=-12) 11=79(B) 12=-75(F=37, B=-37) 13=81(F=2, B=79) e,or- eany, .m9ua recs;v,u;ze3ula�secnm ncunau ract}ueusteurarsss.rraa� �,ssrw �rnc se„ipmnelp�dmr rrae<met.rr surwRe.n.�i,ssoaar.brj.ssy ILvie,das,kllk,sdMSsiaas,sate,rrasoBrses{�e.'.reastsssge,Fae,rsnaorro-;rgmaum,eermorn,+n:t;sa,ne,�a®r,�ncatgt�arr,si�deesuprsss: eyEmnraruenir..etomL taunnunlc,e,. raturm,uuc ww MthonYT. Tombo III, P.E. m�drm,��yu,r,o-,sssr,saamss,�o.,,ae�aesn,ewir�o,ge,Aassm,aars:ncesaerr.r>�rx7�,kmml.r�,n,ssasrs>cewwasy ansm,,:w,ryu.�vanearsem®,ruail,ms,vssrwa 80083 ' n,wr�esdpualGe,.ru,r„sd.dbbMalbpcnsulpa:runtLtratq6.,dSa4hraese,timittsprat:ks11PI.1w—d—dwrc apd.,Imlams6,nuns,arms4451St.Lucie Blvd. sde:.IsmeeEnaNareamryedgnysamegii rme, in,sr.L ra rss, o,a�e rryaws+:rc4a,rrir.qu,d.,,,rts,::sl,lesGsn:aa'm, Ml(q. tll ¢rCdedtla:nsnd�nla iiFl. Fort Pierce, FL 34946 (opydght91p16A-IraolTrossas-AathanyLTamholll,P.L 6aprnduainaifhisdomment,inany form,isprohibitedvhboutthe niflenpermissianhonAAinalTroses-►elhonyLTombo10,P.E. Job Truss Truss Type Qty XCAS6512B HJ3A Diagonal Hip Girder 1 7Job A0141949 eference (optional) Al Moot Trusses, Fort Fierce, FL 3494ti, deslgn(d_) truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi rek Industries, Inc. Thu Nov 16 08:09:38 2017 Page 1 ID:amP6bxencrcGzcPM1 dozkBzv95J-y4wZmQrW W7fXGOG6N7Ym1 WA34tR2yekYKD2icxylgxh 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 FBC2014ffP12007 i 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 4-2-3 oc purlins. BOTCHORD 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 gAe. REACTIONS. (lb/size) 3 = 98/Mechanical 2 = 302/0-10-15 (min. 0-1-8) 4 = 40/Mechanical I Max Horz 2 = 105(LC 4) Max Uplift 3 = -94(LC 4) 2 =-399(LC 4) 4 = -72(LC 5) Max Grav 3 = 98(LC 1) 2 = 302(LC 1) 4 = 63(LC 3) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. i NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 01degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for allive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi( between the bottom chord and any other members.) 5) Refer to girder(s) for truss to truss connections. 3 2.83 F12 2 T1 B1 4 3x4 = 4-2-3 4-2-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.38 Vert(LL) 0.03 4-8 >999 360 MT20 244/190 BC 0.30 Vert(TL) -0.04 4-8 >999 240 WB 0.00 Horz(TL) 0.00 2 n/a n/a Matrix -MP Weight: 18 lb FT = 0% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=399. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 Ib down and 54 lb up at 1-4-9, and 135 lb down and 54 lb up at 1-4-9 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 (pin Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 8=62(F=31, 131=31) T amul-Fleflthm1ll(nnnWIIIQFROS6lSRIO}6n3{lINtl6G1kWL4EJfEYiOrP)2fIWn1LMITbrnfinleesiprnednsWrneedesu2srnssEuipNnur(@C}alnrlmarl.rmhMplldu..sk9te..!.Elusole.Mer lnnrRE,rI fLTatnari+rtdnsuDk.selsxa, ZL'nle sv:t ls.Tms g:s?hl et,SlmstpFq s;n:s�nalroq—U—ptxsampdesmniugvsrys�pr�t*�altu�e h pdn bil.Imslgdd.fi•mEnir,rstamL Tkitupnnnpw;Iatiermrnsss,:smsaor Anthony T-Tombo III, P.E. ' rsrrsrda�sTmsns�I.nmRgr.snl�dafo..,auv.ssssesmetspa.imwi�Iu::,r.acodeddusmnrixelnslRiriagss�wmLnegr:adoremaelwrtemta.Ims:kst�g.,mgs,ades��ltrs.Issa�hnenslmrwsryd s80083 mr b.yg: gn�etuc. .mumsdmoMinomaepeasrslpg�Snd kev g6gaRssnn � ed nts�I lfiwErrrndswe.sdresmd �,apnacs.lnle� serngrsrrvssrss�esdlklmsE spa,in k p[e rs rsnmsus n,Nus 4451 St. Lucie Blvd. ena.nsis'sdN.:ramgredryub vmrg M, al�anrs ussfiK Ik ln;saetia 6g�s, ISLlnebJliq Dtslpn; erLnssrstrm6i2a.!sryF�!niq. NuIdaNlus; m n dduN¢TL Fort Pierce, FL 34940 Copyright®i�ldAdiaofLosses Amhony�i.lamhoN,P.E. 8epsodoaianalibis dommans,inanyfarm,isprobiEftedwuhoulthemittenpelmissionfranA-19aolTrasses-AinboayT.TanSoIII;P.E, Job Truss Truss Type Qty Ply A0141950 XCAS6512B HA Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.cem Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:38 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-y4wZmQrWW7fXGOG6N7YmlWA1ZfGBycnYKD2icxylgxh 1-10-10 1-0 6 1 6-0 4-5-5 8-7-14 1-10-10 1-0 6 5 1 2-11-5 4-2-9 3M = 10 9 8 4x4 = 2z4 II 2x4 II to 9 o m N O 1-0-6 1-6-0 4-5-5 8-7-14 1-6-6 5 1 2-11-5 4-2-9 Plate Offsets (X,Y)— [3:0-1-12,0-0-7], [3:1-0-0,0-0-14), [11:0-0-0,0-1-12] 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 0.47 Vert(LL) 0.04 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 48 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B3: 2x4 SP No.3, B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 .BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: - 6-0-0 oc bracing: 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 167/Mechanical 6 = 289/Mechanical 2 = 515/0-10-15 (min. 0-1-8) Max Horz 2 = 173(LC 18) Max Uplift 5 = -144(LC 4) 6 = -110(LC 8) 2 = -388(LC 4) Max Grav 5 = 167(LC 1) 6 = 289(LC 1) 2 = 515(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1111/586, 3-4=-492/203 BOT CHORD 8-9=-285/457, B-17=-285/457, 7-17=-285/457, 2-11=-682/1100 WEBS 4-7=-496/310 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=144, 6=110, 2=388. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 43 lb up at 4-2-8, 47 lb down and 43 lb up at 4-2-8, and 94 lb down and 115 lb up at 7-0-7, and 94 Ib down and 115 lb up at 7-0-7 on top chord, and 73 Ib down and 55 lb up at 1-7-12, 73 lb down and 55 lb up at 1-7-12, 12 lb down at 4-2-8, 12 lb down at 4-2-8, and 28 lb down at 7-0-7, and 28 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 9-10=-20, 6-9=-20, 11-13=-20 Concentrated Loads (lb) Vert: 9=62(F=31, B=31) 8=-1(F=-1, B=-1) 16=-65(F=-32, B=-32) 17=-49(F=-24, B=-24) twc,(opy,igbrhr-flnvtlmgJJne�r.6e9�1t6�Itt:��1(i }>(Cif(1.7k56411mI17lSfOfiOY{'rCrJ�;1n;C96^,IGSYEXTIua reNl h;ip �4n,nlndWnntislrtss rnip hceurs�CS)daa1Na11.6W6:rL lriw,5kntdee w. kNVWnise,siNn6e rrL.edr . IaT,kcser4,Pfdm,4Ak,ndlmtsTPCmk,dd.ds,Un,C:uge 6ra[s[sz, SiemlAGsh,;,aesMnslRY;rgrt;¢a m,L:d�srni:su,tl wu, nrigr�pnC2:hk!Rr rruadOrin(Ie rnS:ipxanueTcoedr.n�am(. T�ers�esn.an,.aeesrm(�nc,:aTdr:.ry Anthony T. Tombo ill, P.E. e, d;mma�aas3an,rnfn&&Ide,u�e.,aa.nr:nAtdganftaWfq0-gw,naadmdrl,(rrt,isnliamlmrraghwma.rhgr�od mnnrnre:u.ndarrm aa,ryr�a� n �hnsnnnaFa.e,sdkerr.t,n�lnmd �80083 asti[Dd$swl[,:k,�n.Nufustl,d'nmTDa,d3ePwsmosry:e,ihmd,Gild:gGrpes(Sc',Irldri¢etiw;t(SgrvlkFslrrINWffil"idenllhrgwrdp�isu,.141idmc@cngncb7CnniMmImTm::a:sr^Trmh�g, <Rnatrnsumnaaa;mns gd51St.LurieBlvd. ,fta.a,bwty.(cee.dpedq.s .,Cal!.ntmhnh,d. In Gr¢Dm'is [ywris l7riH klt P,n}zr,xTm,s!M�(ak>n d,7nslog. Aquiedt-m—a�NsTaL Fortl t. rR 349db -0 2016 Ad befLnsses-Aarhonyf.Tambo III, P.L Reproduaian alibis darumeol, in any form, is problirel wirhuul �e Millen penfssica ha Ad Raof irussn-AmhonyLlwabo Ill, P.F. Job Truss i Qty Ply XCAS6512B HJ5 I �Truss`rype Diagonal Hip Girder 1 1 A0141951 Job Reference (optional) rs, nuu, Iuanco, Furs nars:c, — .wawa, uas:y, 1.5x4 II 1 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi rek Industries, Inc. Thu Nov 16 08:09:39 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-QGUxzms8HQnOu9rtxr3?ZkjCr3dmh3HhZtnF9Nylgxg 2.83 F12 3x4 5 6' r G B2 21 3x4 = 10 9 8 4x4 = 2x4 II 2x4 II 1-0-6 A-6-0, 4-5-5 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014 1 P12007 Matrix -MP Weight: 48 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B3: 2x4 SP No.3, B2: 2x6 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc t Except: 10-0-0 oc bracing: 9-11 cross bracing be installed during truss REACTIONS. (lb/size) 5 = 173/Mechanics 6 = 276/Mechanics 2 = 459/0-10-9 (min.04 Max Horz 2 = 173(LC 4) Max Uplift 5 = -151(LC 4) 6 = -136(LC 8) 2 = -429(LC 4) Max Grav 5 = 173(LC 1) 2 = 88(LC 23)I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 when shown. TOP CHORD 2-3=-1104/660, 3-4=-477/234 BOT CHORD 9-11=-55/264, 3-11=-222/314, 9-18=-316/451, 8-18=-316/451, 8-19=-316/451, 19-20=-316/451, 7-20=-316/451, 2-21=-178/399, 2-11=-755/1079 WEBS 4-7=-490/343 No.2 5-7-0 oc in or less except NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.0psF, h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Concentrated loads from layout are not present in Load Ca_se(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving' Load; #601 6th Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving Load; #1001 10th Moving Load; #1101 11th Moving Load; #1201 12th Moving Load; #1301 13th Moving Load; #1401 14th Moving Load. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 5=151, 6=136, 2=429. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 155 lb up at 1-4-9, 54 lb down and 61 Its up at 4-2-8, 47 lb down and 43 lb up at 4-2-8, and 99 Its down and 129 lb up at 7-0-7, and 94 lb down and 115 lb up at 7-0-7 on top chord, and 73 lb down and 55 lb up at 1-7-12, 33 lb down and 42 lb up at 1-7-12, 12 lb down and 2 lb up at 4-2-8, 12 lb down at 4-2-8, and 30 lb down and 24 lb up at 7-0-7, and 28 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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: 1-5=-70, 9-10=-20, 6-9=-20, 11-13=-20 Concentrated Loads (lb) Vert: 9=60(F=29, B=31) 8=1(F=2, B=-1) 14=66(F) 16=-72(F=-39, B=-32) 20=-47(F=-23, B=-24) pcsul-flaeRnaS1¢min Ge'4110;f 11ASSESrerdEl;iR31t 19YS6L1sm14:ei CJStOYi'r67Y')lIYiCS'itf5Y:1T6m. lrttrh,ip rarsntatm/ 4,ardsrmtLtdpWcxutPR:;adWlmerLlnLG;litden�rl'ee!Idur.u. 0e4n oTe.nr rt4leEr iee.tdr WTrit�rmr gehsskOkssdMdxTCCNkrdt!IssTrtss Oes¢Fryer{ri,5tuid76rieeepY:s�naTlO; rgmmsmtcryeaedOf Frdr:snalash:ssigrnpe:fxlt 4vpd0esn/r rne:/gOtdafsl�nlr,alnlnl. Txkslpe;lraht,ss,lrtni ut4las,udxsdrtt Anthony T. Tombo III, P.E. ' al.xdhsLnsbmki4§yls0snstm'�YIOr d,60.m,40.etlt nQrruetgrdu Yetw7lmt Ors:ga,u@e adrddye 0G141!(alti lnlL:7ligNta/lrFl neemnddeel00dw�Y.ndOe rms, udsfigkuL�dage,uArrsuwai F.er�s6d le drrryav'Ylard 480083 nstrafgCesiReralt.dnkr. Ylahs�nea C:tOCN@ern['asnlpaeaasdlklsiSq[rc�tselSahrylai,se;IrSQpYrrkl hl!lal SGl nrdetreltx psdpilae.Irtltdmt&eagnw`a"IEn alAtiatln:ImsOs�e,T,m C!Ipsenaelatt mdrarO,atess 4451 St. Lucie Blvd. sYmmriefmlNatxetltpedgrsdnEaeTdlrymet n,ifi,i ik GrtOergt Errs,rl:i0lfle0rlOgOedpn,aLrst$slea hrWndatMil�.�atadtdtn;ataa:0relhiM. Fort Pierce, FL 34946 (o hi?)fQ18 A4 YeatTntrs-Aethon)1LUnho III, P.E. Beprodunian atthis derament,in anytorm, is prohNied srithoutr6e Minn petmiss9on hem Ad Aadhosses-Asihoay T.Tanla Ill; P.I. pin9 Job Truss Truss Type Qty ply A0141952 XCAS6512B HA Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com stun: a.lzlt s Aug 16 Zu1 y t�nnt: ts.izu s Aug 16 zui a nm i ex indusmes, inc. Thu Nov io 08:6e:39 26 s r rage i ID:amP6bxencrcGzclW 1 dozkBzv95J-QGUxzmsBHQnOu9rlxr37ZkjBV3ifh5_hZtnF9Nylgxg 1-10-10 4-7-8 , 5-1-8 8-7-14 1-10-10 4-7-8 0-6-0 3-6-6 Load Defl. = 1/4 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.27 6 >381 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.43 6 >242 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 49 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS.. 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-4-1 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-7 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 ouide. REACTIONS. (Ib/size) 4 = -72/Mechanical 2 = 560/0-10-15 (min. 0-1-8) 5 = 571/Mechanical Max Horz 2 = 173(LC 4) Max Uplift 4 = -89(LC 15) 2 = -437(LC 4) 5 = -342(LC 8) Max Grav 4 = 80(LC 13) 2 = 560(LC 1) 5 = 571(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1753/995 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=437, 5=342. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 53 lb up at 4-2-8, 57 lb down and 53 Ib up at 4-2-8, and 94 lb down and 89 lb up at 7-0-7, and 94 Ib down and 89 lb up at 7-0-7 on top chord, and 73 Ib down and 54 lb up at 1-4-9, 73 lb down and 54 lb up at 1-4-9. 16 Its down and 15 lb up at 4-1-7, 16 Ib down and 15 lb up at 4-1-7, and 64 lb down and 58 Ib up at 7-0-7, and 64 lb down and 58 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-6=-20, 3-5=-20 Concentrated Loads (lb) Vert: 15=-54(F=-27, B=-27) 16=62(F=31, B=31) 17=-14(F=-7, B=-7) 18=-128(F=-64, B=-64) 8ertn7-Flynemretl[rtea 6e'}119 719L3nRtm'}s[63n IGI86[irtClle^S.""AICYj Wi t)2[IF:6[LbYdr ha lr."d{eesip pa«akn,eernew4enehlrtnrrt,ipmrxh{�R:)m1�, lAlsrLhrh R[t.e, 'tSzetd,:ent Cdeutlhniseoldate[CU,uI[ WT,ka®,a,/im:sir➢kex![r:¢,iLq;kee,dl lseims0eseeh@!eFie,SieaghQar:RIY:rdnmyiU; rt[mWsmeeryer¢cdbefrwt:sien[er .vro3rz;gnJiirh; le hp�nd0eso{4Tm:tes�n�t�u¢,nirttnt. rxtrs+�rc�apasL oeia.[rtde.ess,umsolr Anthony T. Tornbo 111, P.E. ' nlrsedt>:sfinttxe�ddixS isQertetns 4yddw�nc,tsC.s,tsMvrsel elexnq: W7do{Onge,hde ndeddror nGRe lll eeliffi[artl5rt/uyukdiPl t,hee{{mdd5el00nleryfieneudis,imx id,Eq[aday dr:e{e,iMd:disui kny sit�kde,n+mi:0 el 480383 - gek:lle.{C:4pnaihx?eau. n!¢hsseh9un:lU:n19x{rkaese,!{zedarrdtk[etlii hcpea[Steh livaeNaR(50{dF,kll.Innl SSG w,ekw.e/6cp Yi[.rlrze. IFFt edges@engnsulCnelGtind�Ln.¢:ss,iass k:i;, t.yseeredlnss padeaaa: Men 4451 St. Lucie Blvd. ena,mesqe[.emWNe{,ea.nmya[erarmd,ettktmeer:�h,niteesa:tlnoose{ae,nTrn;55m.b[o3cam�troT.sunsedml.mrca:fi,damt. Fort Pierce, FL 34946 (opydg6t92Q16A-1iaolTrosses-AetbouyLlonloli6Pi. Repradumianafthisdotumem,Snany form, isprobi60edwit6oulThw1meapmmissionItem A•IRao1Tr{ses.ktboByHoolmIII, P.E. Job Truss I Truss Type Qty Ply XCAS6512B HJ6A I DIAGONAL HIP GIRDER 1 1 A0141953 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09AO 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-uT2JB6tm2kvFVJQU UYaE6xGKRS?DQYEroXXohgylgxf -1-10-10 1 8-7-14 1.5x4 II 1 2.83 F12 8 1 211 131 Q• Id 10 11 6. 3x4 = 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 FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 OTHERS 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 10-0-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS. (lb/size) 3 = 284/Mechanical 1 2 = 517/0-10-15 (min. 0-1-8) 4 = 218/Mechanical Max Horz 2 = 173(LC 18) Max Uplift 3 = -233(LC 8) 2 = -420(LC 4) 4 = -77(LC 8) Max Grav 3 = 284(LC 1) 2 = 517(LC 1) 4 = 246(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.181 MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anylother live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members) 5) Refer to girder(s) for truss to truss connections. r!•atom--r4it*.th'4IMFTI >; Mru R0111.01sl00Mlnr -Yi•:d!tnr.M pY.es za>rkpsdfa ralC4Nrtd1 ' sdrmdn$lwsb,.g "hftte"silgA ft lrtorh�m tdrsn<ckr. l9�:.ssd W e@t dawi;t Whd n e 4to.7 td qn 4 Vq h tp { repyd{blei016A-IRooltnsses-Ambtxy,,l. Dead Defl. = 3/16 in 9 12 4 8-7-14 CS]. TC 0.64 BC 0.70 WB 0.00 Matrix -MP DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.22 -0.34 0.01 (loc) 4-7 4-7 4 I/deft >460 >304 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0% 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=233, 2=420. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down,and 53 lb up at 4-2-8, 57 lb down and 53 lb up at 4-2-8, and 100 lb down and 119 lb up at 7-0-7, and 100 lb down and 119 lb up at 7-0-7 on top chord, and 73 lb down and 54 lb up at 1-4-9, 73 lb down and 54 lb up at 1-4-9, 16 lb down and 15 lb up at 4-2-8, 16 lb down and 15 lb up at 4-2-8, and 38 lb down and 28 lb up at 7-0-7, and 38 lb down and 28 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 9=-87(F=43, B=-43) 10=62(F=31, B=31) 11=-14(F=-7, B=-7) 12=75(F=-38, B=-38) tr Tnzs aatgt tr{uea s,!ieGset 5yurea!t ztdnwltG6reanrst mceuMtr:t dtnpdeeitd ngttnu{nz{xrvidtl leretsstpsdrrcvn{ItLnthrlaermdt136td fltGaut,ezC vftrs6a'udt{ednMli'taitesga,b5ttsdmS ��r,3t n;sdeslad lii�u3tal;aL iueprnd dMl'AsiurStis�.td3e insi�+�tr1 r:6m6t{rxtas ¢t{>t3ternl6e D:>�Gga�St!t`1 Kx[Su+3ssrri�sldtytaed SKs tnrd•�tsdlu{mat �ilzra. is 1 seats!. n�saYtGtt d# intl's tt;iN TtCttL ;tti!nf 6tsipfirttx iSAai 31 rkEa{:Iti{rt;,Ntam:{shnhgnetrdtniretuy, SHtepYt'stia+cmc ddedplM. 1emhe01,P1. hPodemion OWN domment in any(arc, is pn5ibit Qbo-anhe wrinn permisucnhem" Reotir.sses-Am6terl. lecbo 11L P.E UM Anthony T. Tombo lff P.E. - 80083 44515t. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0141954 XCAS6512B HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:40 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-uT2JB6tm2kvFVJ000YaE6xGO5S6cQYEroXXohgylgxf 4-1-7 0-5-i0, 0 5 10 4-1-7 3-7-13 Plate Offsets (X,Y)— (2:0-7-2,0-1-121 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 0.41 Vert(LL) -0.02 5-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.02 5-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 25lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS. 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 .BRACING - TOP CHORD Structural woodsheathing directly applied or4-1-7 oc purlins. BOT CHORD ' Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 4 = 70/Mechanical 248/0-8-8 (min.0-1-8) -7/Mechanical 2 = 5 = Max Horz 4 = Max Uplift 4 = 2 = 5 = Max Grav 4 = 2 = 5 = 105(LC 4) -53(LC 8) -440(LC 4) -38(LC 15) 70(LC 1) 311(LC 27) 114(LC 18) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.0psf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=440. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 155 lb up at 1-3-13, and 19B lb down and 155 lb up at 1-3-13 on top chord, and 33 lb down and 41 lb up at 1-3-13, and 33 lb down and 41 lb up at 1-3-13 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 fare of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-7=-20 Concentrated Loads (lb) Vert: 3=132(F=66, B=66) 13=58(F=29, B=29) Vnhg-Nnu aenr¢lrn.ie.Cu'}Ilg;f tlms6; A8T nFi3sl r9kf641sCilm4(JSiCY{9Ur;r;t¢euB!F[aYESP brn renry teLp pm¢9mul nsl WesntisrnssCesiy6nerp0E)meaetmerl.ruse m;rile'enaf'wtt:tneecx. Lxhncte.in r.EdnaelFa,edr wTatrnm�meseukndumnmutemt(eeunsoxa(ern(w'.r:nbr6nnia::mn�m��m:unne,rc.eer�Ed;nder nbtr�ara zz<(e�damylin:tgtneor�rrnwr.ednrntrt<(:�evilntn irterndnnceduar Anthony T. Tombo III, P.E. ' ntes•dhsrrm exnitiHtebfie mpnikiuid6sgne,dgndr amssmdgrinl4ekikq Onige,b3e ededdta Ai,ae lE(nirs ualbe(igcekntmt. rlsenrndlfielUOeeery6e8.ue!hek.ss, rcdeCiyFed7a3. s1eelafidd'+awnrknn(sidlhNnRnsuOArd 480083 tle Wfggedaeni 6tndse. Igeaes sd ed'e lelC: edFe pcGnanrrivt ndtle1n71is GcpenlSaehldnoetiw(FWjrlti;hl lr Rl nl StU ere,dneree br�dptlme. inledms@s rzgnu173esalktlesd�rus 0.srs, e,Trtss k:5s6een(1nssUmts,7rteynim . 4451 St. Lucie Blvd. eGennsteExlysrnamgndgn9:rRz{irclrmehd to trns msasregaauEirMrrumOesiyxs,nLnshmnrssasn Asq Mitt. ul cryrdaelavxsmrsetndeirtl. Fort Pierce, FL 34946 (opyright�1Q16AdRealTnsrs-AethoayLTemhaIll,P.L Rtpunhaim: efthis dmament, in any him, is problited Ohm :be winen peniissimahom A-1 Raul Trusses -Amhoffy Llamb III, H. Job Truss I Truss Type Qty Ply A0141960 XCAS6512B J3 i Jack -Open 4 1 Job Reference (optional) A] KooT i russes, r-on: vierce, rL ayavo, oesignq_va7uuss.cem LOADING (psf) SPACING- 2-M 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 FBC2014/TP12007 i 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS. (lb/size) 3 = 73/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 = 32/Mechanical Max Horz 2 = 111(LC 8) Max Uplift 3 = -64(LC 8) 2 = -283(LC 8) 4 = -48(LC 9) Max Grav 3 = 73(LC 1) 2 = 264(LC 1) 4 = 50(LC 3) i FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18r MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anv other live loads. Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:41 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-MfbhOS1Op2167T_h2F5Te9oaHsTt9?T_1 BGMDGylgxe 3 4.00 12 N �l 2 T1 O B1 4 Q. Q 3x4 = 3-0-0 3-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.38 Vert(LL) 0.02 4-8 >999 360 MT20 244/190 BC 0.23 Vert(TL) -0.01 4-8 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a Matrix -MP Weight: 14 lb FT = 0% 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=283. LOAD CASE(S) Standard ,T r..,ar-naY,aaa�ran.ee•atm��ms<a�ulu}aeanttmfsemm�rurmau{Rm37mans+te;uurtwnhmtavrra���,rm�t�r�mrm::u,ig�w:.�g{�oNaa:myth.r.mr�u�m,sarodne.aedrvcsx.iu:mNmeeteaetir - wvtox4.rW:t<oh.xtro es ah.d� as.Lasoa�Fyhapasrmre,hr n,a��roc yarm mea ran,rd vnd ,rogr-pc4a ras�trgdermywrm:ty ea�moury.ndomr. rae4 ycnao ircturwtasc . uer AnthonyT. Tornbo Hf, P.E. ' at-d 60.. U"hsta:ra,4dgdd.a—J6G—?,.dEhdgw.lh Niq Dw^hft,adeddfisKMW WN WV1fq nh.1Tkl. rh qy" d&rDnt ulkUm 011,NxW49kri 'Wri"i0ffda.1 Faq,14 hft re {m Wa d 380083 mhtT¢rU:6paas lstla. IRah::d.dhtsigerdasN:e�amg;.r:radtxkrsryoratsr�yrram�;kc9kdskulrroassrra.rda.ryd�aPua.. tnti�a:ways:m>rmamrdmrr=r;aka,Tmser:m.aattm:o�ar.aaa:.dus 4451 St. Lucie Blvd. .Gmise&eaclNstaaatspNrynhrnse lydrrarthedeL lhrn;s DeMGymah[?rm.h:Iliggeslpa,aLrusedsa hslue!dryFfiltry. Senrad'aN �a:mnddodiiRL Fort Pierce, FL 34946 Copyright � tp1664 iao}Tresses-Aatfioayt.Tu®ho ill,P.E. 6eprodudiu orthis daameet in aayform, is probl iced whhourAe nfieo permissice from A -I Yaof ones-"oeyLli nh III, F.I. Job Truss Truss Type Qty Ply A0141961 XCAS6512B J3A JACK -OPEN 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:41 2017 Page 1 ID: TNN bPVFxkOg5QLbhPavlyPVt4-MfbhOSlOp2167T_h2F5Te9oZ5sVE9?T_1BGMDGylgxe 1 4-8 2-11-8 1-4-8 2-11-8 3x6 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 14 lb FT = 0% 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 2-11-8 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 ouide. REACTIONS. (lb/size) 5 = 260/0-1-0 (min. 0-1-8) 3 = 71/Mechanical 4 = 23/Mechanical Max Horz 3 = 107(LC 8) Max Uplift 5 = -257(LC 8) 3 = -35(LC 12) Max Grav 5 = 260(LC 1) 3 = 71(LC 1) 4 = 49(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/525 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 5=257. LOAD CASE(S) Standard 9ctnp-flnsa aneelFlrH:er @e'A!16:t 7aSES daj,elCtA!19lN6G1famlitRS1aYj7Cr11llrlCallarYEFT M¢IHtlr[esrytrrc4HHtwew.kt¢Cds tnnGripgtret�r c1a, h@n7L rtrfe¢IL W—SkoIM w. I's 4-4n Mi. 6t Mull ATst¢ahrpletts shilktHttx@a1m¢Ietd:LAs. 1¢sara.Fete¢{!e,aeatLT6ria::te@: HdnmTNargrtttdsmtrgenrtdmrrdudnd n�tmgmp:udt37ht @r(IV dit Wjstrmsep2d.1hlr III?.Iiaint Taaergt Hnorvtes, 1¢ear w(nns. aatdiirte Anthony T. Tornbo ltl, P.E. .' tdmdl4;iinfRvag4i!§rtb8[mpn l�ddnU.tr.,faG+.ei[a0smdr,n:nn_k7fmt0n:,ne,68eHdtddneN:@tlt(¢il'xItHlSrtlitltt6aelrFLTlxen�Hdd6erC0¢earfvNn[d@[Lu;oENiy4stlt;ttr[p,usldnliwalAmsesfd'h@ett�nsitili�d 380083 at rrltti aaAger¢dlttkWrt.laH!es sdrdalklCC¢IdepHke; ed pst:lendtkltuAar GerasllceM lds�zeaa(E(SPrdfi;Sell.RlnlSS'Jetideas:Ufraadrylat.lM1leYms@t¢gns3&in¢ikasiwlnv 0.Kpe,T[tSS�ELfHM[tetHSS NBih�l[ti,nlm 44515t. Lucie Blvd. tder�fsr6twslke (HtmeII¢egn 8 rt� hd rxaaa itrdtri lk r¢;s Dta:P Et7Qtt Is r9tMlrlay aesina, HLnsSrmr Grbed degerlfw. N Hrrdeae.aa; m n dd�tN"¢Rrl. � Fort Pierce, FL 34946 (opyrighl®PQI60.4 RaafTnsrs-AethooyLfam3a ill, P.F. Reprohniae atthis dommem, in anyform, is prohibilA w houl-,howinen permissiao IsomMl Radfrissas- kshony L Tamho lit P.I. Job Truss Truss Type Qty Ply A0141962 XCAS6512B J3B Jack -Open 4 1 Job Reference (optional) Al KOOi I cusses, rort rlerce, rc saano, eestgnraai uuss.com I Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:42 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-rr94bou0aL9zldZtczciBMLkIGp6uRj7FrOvliylgxd 2-11-8 2-11-8 d nn r,7 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 0.40 Vert(LL) 0.01 3� >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr I YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014RPI2007 Matrix -MR Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applie({or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 4 = 124/0-1-0 (min. 0-1-8)' 2 = 90/Mechanical 3 = 34/Mechanical Max Horz 4 = 59(LC 8) Max Uplift 4 = -35(LC 8) 2 = -84(LC 8) 3 = -3(LC 8) Max Grav 4 = 124(LC 1) 2 = 90(LC 1) 3 = 54(LC 3) FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (Ip) or less except when shown. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. LOAD CASE(S) Standard NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.251 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anylother live loads. 4)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members r�,�-nrevne,mru/nde.e,•4nD.�nos<sGstuu'irfsjur.�sscmDmDesnn*oulncr-s;urcasuncuurl...Tr�Drann� �,t�ct�fentudto-ntnapDR.yPTs;dmo�rortr�wm,rtt�„smted�w.edt„mrp.�,rra<tmerreD.rdr 3D4T,rd1'lt.T,,,,.g6 e(u,timdTFz{i,n sw.,q trgrzas Ln:IryEdnhiDDutf,uinTHl. r.hup u"s, Winn, ndtiut. sawjny 1hTd..bpmsee k.df.& RD: Anthony T. Tornbo III, P.E. u/,rde,simsixegt.drtgis&mpn}5¢d6,a—,0.0 oS"Ainhdq.dne,k11,4Qn:ee,heeudedd4.Ire.IK¢IIx&,"nI06,TDDelrffidl.ud&N%t Mgksdcysloq.,us7dx.�alkayAgiImbngnsuagd 380083 ' e, k7tsrD,dg,ralu�,dn.@edn,d.d'u 2IDG n1&TrtEsn:ul�:lefandti&PSai(.,p,alSde¢Idnae,m.ltf4Tdt:rrltlK uOSKA mideu¢Ib dpdra,. TrFltdnrse,rtsi.e941ta,wlkeetdlL•L,n0.r,es,L.,s k.q.§p,n ailnssYmfiane,,,dm 4451 St. Lucle Blvd. .emkeBExlk.irtmepedgnle nn,.hdlrxde,i.nhd. Ik lnn DtiuE,Timn is Ll&klibl D.npn,nLm:Std,aE,Tin dnlN!Ilb}Nalodc.dwx: Hers Ldul..RL 1(. Fort Pierce, FL 34946 (0 5t9141641YaolTrosses-A,ihon Tanhn Ill,P.E. ii oduoinn ofthis douneny in oo lorm,is robib0ed whbouttbe mfie trmissionfrom 64 iaolTmsses-Antho T.ionbo 111,Fl. Fr�9 Y, Yr Y V F % Job Truss Truss Type Qty Ply A0141963 XCAS6512B J3G Jack -Closed Girder 1 1 Job Reference (optional) Al Foot I russes, tort Fierce, t-l- 34846, oesignLaltruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:42 2017 Page 1 ID_TNN_bPVFxkOg5QLbhPavlyPVt4-rr94bou0aL9zldZtczciBMLpQGI?uRQ7FrOvliylgxd 2-5-8 2-5-8 4.00 F12 2x4 II 2-5-8 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.01 34 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.01 34 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 16 lb FT = 0% LUMBr=R- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-8 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) 4 = 488/0-7-8 (min. 0-1-8) 3 = 630/Mechanical Max Horz 4 = 47(LC 4) Max Uplift 4 = -196(LC 4) 3 = -326(LC 4) Max Grav 4 = 552(LC 16) 3 = 661(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=196, 3=326. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 14-12 from the left end to connect truss(es) Alb (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) 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: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-923(B) Pcdq-H�v rimer-,Yiremtr Re llig nLi3(S'SH'on[311 lamIrDZOm�fS(Ofi0Y3-Ib'r-.fji(C6:at(L�6Wkilua Ir.Ot �iiplarRmalred�tu"a:ires:te:ipL4�r��P:jm16e trDnil.fafa P;!£Msmz Ske!tdn ni Ce4sst;ta�.i.oldma, RO,Wt wi:t ardmsdentieseILM-[ul"ila./:.1aM!'?her{u,IrWtAttl dn:smnwyrtegrza,®tcge®,deep :ud nq y,atrytaatteupderoyatm:eyre�eloonit,wicmt.iletrgax�r�s.unetnln:Ecnnstm Anthony T.TomboIII, P.E. ' ve.udhsLm drsat 4tl@gisC. rtstnsitlgd6r O.xr,ht`.mY.ftni:kq.snd:kilfog Ot:pa,i.@e urhddlitYr.Y.19[dlulea:lbaliquNrxl nld. Megn.sla:fielCUdotfi:Y.sed4erms,od.tiq&.ftml.uoe{e,andala.nf frusl sldleRertgmliAiryrs 380083 Y.I.afga:fgrcl6n..fi.lA¢Iessd.au4lCg ntSeim5mn1la:lerunArakisq G:}¢eHiSbeh4dnrseleAitlSij/eFfiAe/ItttlnsSAAe.iAceeHlapxyd{d1:xe.lnl tBxstlr rtgnsuBnWAtissdl�U.ss@s;syirtn ks7.tyireut lrtss YQa.a.lY, wtess 4451 St. Lucie Blvd. enn.n:tm�als.t■rim.pnaq�Yrcny�r.m.sm.n:erar�noeeau tnetY<tru.go,silo,nlwsssln:z[getnc!tgrmtap.�egdatsar■:o.neclus�Tsl. Fort Pierce, FL 34946 (opyrighl�tRldA-IRaoiTnsses-AathoryLUmlaIII,P.L Reptodoainelthis dotameol,iaany laim,ispioh3'aedxishoutihewintaptrnissiadran6•IRnafTnsss-kthoeyLTamhalll;P.E, 0 Job Truss Truss Type Qty Ply XCAS6512B J4 I Jack -Open 1 1 LbA0141964 Reference (optional) Al hoot I russes, t-on Pierce, t-L 5494b, deslgnLaltruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 Is Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:42 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavl yPVt4-rr94bouOaL9zldZtczciBMLiYGmnuPs7FrOvliylgxd 1-0-8 3-9-8 1-4-8� 3-9-8 N 1.5x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014R312007 CSI. TC 0.54 BC 0.44 WB 0.18 Matrix -MP DEFL. in (loc) I/defl Vert(LL) 0.01 5-6 >999 Vert(TL) 0.01 5-6 >999 Horz(TL) -0.08 4 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4)' This truss has been designed for a live load of r WEBS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING - bottom chord and any other members. TOP CHORD 5) Refer to girder(s) for truss to truss connections. Structural wood sheathing directly applied of 3-9-8 oc 6) Provide mechanical connection (by others) of truss purlins, except end verticals to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s) 4, 5 except Ot=lb) 6=342. Rigid ceiling directly applied or 1M-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 4 = -7/Mechanical 5 = -58/Mechanical 6 = 494/0-8-0 (min. 0-1-8) Max Horz 6 = 125(LC 8) I Max Uplift 4 = -39(LC 12) 5 = -58(LC 1) 6 = -342(LC 8) Max Grav 5 = 61(LC 8) 6 = 494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-288/481 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anvlother live loads. Ymur-mas+Yenj!¢rehr 6e'4116:F ItCSSEtry^�fl �di311I.gY56 Nzp,CvlS(CSTCYI-W�1[L608tfDiY:lr lua. Irtdlkrip�9nssdreslw4su"�ssnss[nipMrug(I041mIWast»II.Iuk 4^:lf.ldxmz Sire!hhem. &4u ¢lmises+eeln Ys lrD,ull 'ATsir iWSMkue[sm*4T➢CY:esd:Lls:Tmsksghimcu,4:ads vw'..YII'd., ymFqrtsanmsrrl+xrd�erNrsiwsls5�e:iyrnpccdtryh!SehS9.1 eM14im:tgM.1hMuts,W.Tit]. T.Mipnuses,k9almlous,umt6m AnthonyT. Tmsmbo III, P.E. u/n:dGssTirsstxmltriersisYsugnsiztiRdOrOnn,MCnelseahmssysxnAel76pCnryas,h8euaedi7YsRGYrIG¢ifilmsItrlfigoeMTmd.meepmddBeTDCWcrfieY.ud6rrms;hasfot4uTrg.slagpuY:Piaau[kaystd;teYert4usdddsJ 280083 Ysr lfgC:dgu::i6Ynan.IC:Y.es sEsd'u CICCoIYetrsekesediiirfmsdne4dtai(�eul ScMl�ssselimllsgsosfi3a[Ir lm of S[G nideullW edrylae. lPFl idnu&regns375n asANcdlrLnski,e,Trms k!mfgx:eullrtssYmsednsyatrss 44515t. Lucie Blvd. n1e.�us:ufa1N s r«em spedgselt naq II cl is hsthti Ik Iusks'.gs 6gka fs EgiMk:Ilugksipw, srLms Spha klcei Rsq k:lYq. 3CogWeNhrc; oeu[ansf cTF41. � Fort Pierce, FL 34946 Copyright®7QIdA•IraalTtosss-AathocyT.Tam§al16P.E.6eptada0icaofthis dommea4iaaayform,isptohibitadwfthounheA4luf asses-AribooyLlambaIII, P.E. Job Truss Truss Type Qty Ply A0141965 XCAS6512B J4A Jack -Open 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi fek Industries, Inc. Thu Nov 16 08:09:43 2017 Page 1 ID_TNN bPVFxkOg5QLbhPavlyPVt4-J2jSp8veLf1pMn83Ag7xkauyHgAGdshHUV1T19ylgxc 1 8-0 3-10-0 1-8-0 1 2-2-0 LOADING(pst) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-0 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 quide. REACTIONS. (lb/size) 3 = 45/Mechanical 4 = 1/Mechanical 5 = 281/0-M (min. 0-1-8) Max Horz 5 = 78(LC 8) Max Uplift 3 = -66(LC 12) 4 = -6(LC 12) 5 = -180(LC 8) Max Grav 3 = 45(LC 1) 4 = 21(LC 3) 5 = 281(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-196/385 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; 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 8, MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=180. LOAD CASE(S) Standard ve,ut-Flsv @un¢Irnier @e•uIn, nCLs; lFfa,,II3A EWS 5G1 OMISriHtauI a7triXin7@t@im3r lxn sr.0repip p;cNns at rnt edn of i mnG:ipUrt.er!IpC;a @e tAryuct. ©: rL seen, SWtdeena. M. d.w. MW. @, ra.nsr 01%n tides,kisea<if. NTMpb,91.fsOnOvpry g{utr LTEFpu,@e:dnsrnagmms®,cRmsd@,�tnnnn , ,aswsaa n@,tayd@,mgt,tm,ftrmanMsoonq.ntnmtt isgs�,ar¢n,.trtsad , uem pntbwyT.Tombo1II,P.E. nlnad@:srnnfa mr b@'nsisa. usrusillgdhgnn,@aC..etfemtnadgnCn@eb7feq 9K a,ie@e uei,Aah,@L@eiOCdinlmibt6galealiill rh emnda@r fJOnlryfi:li.vd4,inn,iM,Eerknl�steep,bsle".euwNknsttN kRa nsrnsliAAra :y80083 ' @sri:farGsigu¢e6r~do.lgeshs slnfu Crlgrni dipsezn edrr&lend@eterfrai Gcpes!Sc4h 1[,ix,lum;sls!jpit;Faf irlei ndsu—ft-iI.r—dpdm. 44515i. Lucie Blvd. dlmhsufvJ\strntmeyedgn@r!@uhdha,s4rani lk rna hln 6rw,isE;i(@, klligDe,ireyalor>SrmsbPn9.yh1I4 A3MDh,lMxsmrsdful TITL I Fort Pierce, FL 34946 (opytighl02016AdR-Ahessas-AvlonyLlachlB,P.E. bp,oduaianolibisdotomem,inany Ivan, isp,obibitedxGbouitbemfienptnsissiaohomA-1Aaaibnssts-AnilocyHesaboIII, P.E. r Job Truss Truss Type Qty Ply XCAS6512B AB I Jack -Open 2 1 A0141966 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:43 2017 Page 1 I D:_TNN_bPVFxkOg5QLbhPavl yPVt4-J2jSp8veLflpMn83Ag7xkauo?gAzdgMHUVIT19ylgxc -1-4-0 0-8-12 4-0-0 1-4-0 0-8-12 3-3-4 5 3x3 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014R 312007 CSI. TC 0.88 BC 0.19 WB 0.30 Matrix -MR DEFL. in (foe) I/deft Vert(LL) -0.01 4-5 >999 Vert(TL) -0.02 4-5 >999 Horz(TL) -0.01 4 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4: No.3'ExcepY 5)' This truss has been designed for a live load of Li: B 2xfi SP No.2 BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 2-2-0 oc bottom chord and any other members. pexcept end verticals . 6) Refer to girder(s) for truss to truss connections. T BOT CHORD I 7) Bearing at joint(s) 8 considers parallel to grain value Rigid ceiling directly applied or 10-0-0 oc bracing. using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. MiTek recommends that Stabilizers and required 8) Provide mechanical connection (by others) of truss cross bracing be installed during truss erection, in to bearing plate capable of withstanding 100 lb uplift at - accordance with Stabilizer Installation ouide. joint(s) 3 except at --lb) 8=256. REACTIONS. (lb/size) 3 = 96/Mechanical 4 = 38/Mechanical 8 = 296/0-M (min. 0-1-8) Max Horz 8 = 136(LC 8) Max Uplift 3 = -86(LC 12) 8 = -256(LC 8) Max Grav 3 = 96(LC 1) 4 = 63(LC 3) 8 = 296(LC 1) FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS I 2-8=-249/330 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; 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 8s MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 1 2) Attach ribbon block to truss with 3-1 i d nails applied to flat face. 3) Plates checked for a plus or minus i degree rotation about its center. LOAD CASE(S) Standard rnor-nn, w,.trry.n W1.1 roof ana l!rx &nDIUen cmmu,-uta}racoarm:unrr«n raat[mew rmcarR,rWt,�atrr�ua,rpm,. {me;aaorna roar,m,rt.rra,,,srnea�.t. e�,:, .�Hrn,ema,ren.rar tat:t,s M9*sssak,s,dtrdeinastdirseunsD!sq waie f�e16Iw% es:slnzrtPigrtdsntcpmsdo,f,,ryn,m3m>•aapaaer,vyamamyrmseys+dnmrvrony.R[amt.neimpn.�:.hdarmrrxxumuer ' AnthonyT.TomboIII,P.E. at,nrstMta�aaaytsat„r,n dm,g.t,taC.tnmtRmdgdnn,rauatgya,na.udddleach,rtc�r nssaar�s<m1.n,Wdda,tra,trqa:-dc,T,0.,&uytssuyum.aaa�a.r�e sean,1—In 910 =80083 aeWrgmsigyaemaam. rgedmssamusrtoc,d Mun,dP:e,r sdt$uasno gtsisdanwnasaa ttsgr,uctaatrRnasrucesdeuvm�ydgs;mct. mta�wse,n:„ ,suramsdmru,sso a,a.mso,:�,6,<v,srrnmsuad,d„n,edns .51 SC Lucie Blvd. ,ec.nsia>�q.:aamsydgna ne�rysirrnna,d t tternotrarpausmrgr t,t ngo,ap,, to spar,toadmr sac maradeslrossmnac damL Fort Pierce, FL 34946 (oprrig6t92W6AdffaolTnsss-Aa�oay,Llamlal4,P.t. teprodunionafthisdonmeot.iaany form, ispso6b0udwdcuit awitseopermission from A -I haifressas•AafftostyUomb01,P.I. } Job Truss Truss Type Qty Ply A0141967 XCAS6512B R JACK -OPEN 1 1 Job Reference optional Al Roof Trusses, Fort Pierre, FL 34946, design@a1truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:44 2017 Page 1 I D:amP6bxenercGzc[W 1 dozkBzv95J-nEHgOTwH5zQg_xjGjOfAGnQi M4M I MLDQj9VOgbylgxb -1-4-0 6-2-0 1-4-0 6-2-0 Dead Load Defl. =1/8 in o_ N LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.14 4-8 >514 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.19 4-8 >378 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 23 lb FT = 0% 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 9-10-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 185/Mechanical 2 = 378/0-8-0 (min. 0-1-8) 4 = 79/Mechanical Max Harz 2 = 174(LC 8) Max Uplift 3 =-149(LC 12) 2 =-241(LC 8) 4 = -2(LC 12) Max Grav 3 = 185(LC 1) 2 = 378(LC 1) 4 = 112(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=149, 2=241. LOAD CASE(S) Standard acre}-nyvem rnk.rotata:[mcn;xue;cc�uiwsaeuomeurwmu tceeaatlerBriverrcrytaipp mn��lwrns.ra,scrpme.� mdnelmnti mrtt ikr}dee.�eanaourndmcelco,nr! suTstmneer}lerts sldlkaelimCtiCC4lt rdL As rTrasos. bib. C..!paetsE'j�eS:sMavl16:1rgrems mec"' dais rntsuodes-g,pn:mallnk uur,timesoT-te}d�nreroanh.ednMi. rcn:rp nsee}ens,raen}nelorrcmdrdre} Anthony T. Tombo III, P.E. ' ssi-d htT.,b, qh"], Nag nsuLry dd:6.ayle U.ai cr4nildgrdu n:txlfml Page,h@e nded dfisaL@rlCnir'ee6*ilb:iaigN+nlfii. tk eilmd dfielPAnlet fidlne dfleims, odK�gtenl�, skriaosi.�eti.ntkms}s1d14@s ngnsiiAR1d - :y 80083 6eB Ya}P:sigerrtiG:3ear. IQeda sd ed'u�IUC n(9x}nes<sui met esdhreuSelGgcessSde¢Idu:eliooR(Sfgdfikell}fflnsfMJ errdenal6rpivdpiluelM1ii�m&ngnubtaes n!(eliesdRLn.Csge,Lsu lk!ge 6rrmeellnss Vnehena,nlm 4451 St. Lucie Blvd. mc.nsldafkr;xemepeagaaneglTcSrrennntntikTnnmepai nrs[etn.tu.gt,dpn,aioas}mstrre�ndnJar.7to-}.maiaredmz;madadatM1l. Fort Pierce, FL 34946 (opyrigbt�p1116A-IRaolTnsses-AathonyLianboW,R.F. Reproduain alibis doiarnami, in any form, is piobliled Ohm :be from A4 laoffiassn- Anthony 1. Inaba III, F.I. Job Truss I Truss Type Qty Ply XCAS6512B RA I JACK -OPEN 3 1 A0141968 Job Reference (optional) r Roof f russes, Fort Pierce, FL 34946, aesigntdahuuss.com stun: s.1zu s Aug 16 ZUl f Nnnt: 6.12U s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09A4 2017 Page 1 ID:_TNN_bPVFxkOg5QLbhPavlyPVt4-nEHgOTwH5zQg xjGjOfAGnQyd4PIMICQj9VOgbylgxb i -1-4-0 , 0-8-12 5-11-4 1-4-0 0-8-12' 5-2-8 Dead Load Dell. = 1116 in m � N N - 54x6 = 5-11-4 5-2-8 Plate Offsets (X,Y)— [2:0-3-0,Edgel I LOADING(psf) SPACING- I 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.10 4-5 >694 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.63 Vert(TL) -0.13 4-5 >499 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) -0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 23 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 3) Plates checked for a plus or minus 0 degree WEBS 2x4 SP No.3 rotation about its center. OTHERS 2x4 N0.3 *Except* 4) This truss has been designed for a 10.0 psf bottom BL1: 2x6 SP No.2 chord live load nonconcurrent with any other live BRACING- loads. CHORD 5) • This truss has been designed for a live load of StructuTOP wood sheathing directly applied, except end 20.Opsf on the bottom chord in all areas where a verticalral rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 8 considers parallel to grain value MiTek recommends that Stabilizers and required using ANSl1TPI 1 angle to grain formula. Building cross bracing be installed during truss erection, in designer should verify capacity of bearing surface. accordance with Stabilizer Installation ul,de. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at REACTIONS. (lb/size) joint(s) except Qt=lb) 3=140, 8=281. 3 = 164/Mechanical 4 = 67/Mechanical 8 = 373/0-M (min. 0-1-8) LOAD CASE(S) Max Horz Standard 8 = 178(LC 8) Max Uplift 3 =-140(LC 12) a =-281(LC 8) M G ax rav 3 = 164(LC 1) 8 = 0 373(LC 1) FORCES. (lb) ' I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-236/378 WEBS 2-8=-253/204 1 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; 6CDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL--1.25 1 2) Attach ribbon block to truss with 3-1 Od nails applied to flatface. I aa,ty-ne.nee urrt�t.r,c�uaxtrastsi,u�trF:ts3u[.USAruamismoil{^rrcmMt�t�mrm„arfttDrn�{;t�;motutm.Fine,m,rt.us�SYrcedaens.Uk.d.I.Md.ft,PD. nft iLTsknma1wasidktserfnat iDCnitsdA lstlms0 ,[ymr4n.11^' stsVnseQf:�nsgID;sgaunsmtetpea dm{sdt:dssd �a,�gnyx�rrywrrtrtapdeesndtrm;rgmdnrsslDDul{.neotfFt. rutts�s u�ap.,ss,l�arwlnneuaewr Anthony T. Tomtro III, P.E. ' ultssdkasTnsstur.gna;{na:cnpn da'0.m,aD..aeeartudytsnntWtg0m.?.'hbrtdeddr,'K&aewnrlydt'U3w,am-1-Th nmddf.,MDsssqu:umdeti�ss:m"k ligd a{avdLrm.rtit"skdi1,ht rls:u;ea{d =80083 at GdrgMp—dMd..rMSW.d'o rhlN Wbjmaasn/ pf?MdaeWd"hge al Ste¢ehiasan;{tSQidfrtellt lK.1 .Idamslb,P dpSifse. IM1lideesRtngn�7drsnrktiesdlNlmsD�pe,TmsOe:ntgnrtntlnn tlmfilnn,afns g451it. 0083 Blvd. dkrvWtdmdMstmam tpelgn m..d�hclplusuntrd. ile instltrilaG aaF9IMCsllgOnl{su;nTemsspara 6partden, !£Ifu}LDaiadudba: oersddM¢itn. Copyright ©2016AIitzfTrosses-Anthony(.hinba111,p.Lbpaimiaaelthis dammoat,inany form, isprohibitedwithoutihemiaenpesmissianfromAdpaol5usses-AathmyLloeba19,p.L Fort Pierre, FL 3494b Job Truss Truss Type Qty Ply A0141969 XCAS6512B J76 Jack -Open 12 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:44 2017 Page 1 ID-. TNN bPVFxkOgSQLbhPavlyPVt4-nEHgOTwH5zQg_xjGjOfAGnQzo4PIM13Qj9VOgbylgxb -1-4-0 -8- 016 2 -2-0 _ 1 4-0 0-8-12 5-5-4 Dead Load Defl. = 1/8 in m o CV 6 l7 54x6 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) 0.10 4-5 >684 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.14 4-5 >481 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS - 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* BL1: 2x6 SP No.2 -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) 3 = 175/Mechanical 4 = 67/Mechanical 8 = 383/0-8-0 (min. 0-1-8) Max Horz 8 = 183(LC 8) Max Uplift 3 = -149(LC 12) 8 = -285(LC 8) Max Grav 3 = 175(LC 1) 4 = 105(LC 3) 8 = 383(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-207/369 WEBS 2-8=268/211 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf, h=30ft; 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 8e MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Attach ribbon block to truss with 3-10d nails applied to flat face. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=149, 8=285. LOAD CASE(S) Standard Perhr-nmu nmr;dfre.i. ne9 iro., 96sa;3_ML QL3u t9ltl EG15mn ss(1fid4"1CrMURIa7@s1115rbm M.thf—hsip MonuW;edne kbnrt.Wu ar'.i—sswifte.ss. Edmwea.iu rasd.bTm' of WTsir ms yusshllkuedbrn<taankrdd sselnssg etyaa@.e,'.r>uK[rye±?�n:sslnmrlMryte±ttl±mrrn�rdmtrdr.Yuil usus±uyrnyxnYtshr�t¢yad0e suflerrz!;tepeLdmnelUPnit,nfnlFFL rxh:grw:zpet�bi pr �� t$ Anthony T. Tombo III, P.E. N nedh:s Tnssbrwt 4iL#xlitne regmie:tnfdd 0.xr,dC.+etrckvtrdgrJnn:kifap0::rpe,h@e edeadlhtliGQrlKnrr�FunrJfmrmftafRd. lteeryrrtidnelDUMrtfi:Nnednrims; udrdiyksdet.sRele,bs!d'a§nesi knns udlhhngrnilBiryd =80083 ' Ih rrJrarD:dgererd6aWn. sdulessdrdh h1a0 n/4 ps w.ipnelhmdnewsq Gapea1sa41rldnmtrA;ILs9PSE1a/ifIN.45n—da dhr(o9dsrarxe. iFFlidaesnenssns31a4q nl hdsdmhis a:s',-eer,imn k±qs 6jnentinx Yndsarru, odes 5t. Lurie Blvd. enemu66w1srr(xoodepedeinhnEr<hr7(aNxhnhol ibhrshcd[gortallr7ineMitivi hd(ayuLvtssfdea Gs drq Hatu}30afom'eet�na;en es ddrnlhT41. Fort 4451 Pierce, R Blvd. Copyright a tgld Ad iaaf Losses-Auihaay l.icnha lll,P.E. Rgmdudion alibis datument,in ooyfurm, is probibil d without rho nPoen remissioafrom Ad goof hossas- AubonyL lemba III, III. Job Truss Truss Type Qty Ply IACK-OPEN A0141970 XCAS6512B J7C 9 1 i Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 162017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:45 2017 Pagel ID:_TNN_bPVFxkOg5QLbhPavlyPVt4-FQrCEpxvsGYXc41SH5APp?z7oToc5oTaxpEZMlylgxa 6-1-8 14-8 6-1-8 3 4.00 12 Dead Load Defl. =1/8 in I I 4x4 11 m c ao 2 N 1.5x4 II 1 i 1 4 3x6 II Plate Offsets (X,Y)— [2:0-2-0,0-1-12) 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 0.92 Vert(LL) -0.07 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 IYES BC 0.43 Vert(TL) -0.17 4-5 >403 240 BCLL 0.0 Rep Stress Incr WB0.00 Horz(TL) -0.16 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MR Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 4) ` This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-M wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5) Refer to girder(s) for truss to truss connections. TOP CHORD 6) Provide mechanical connection (by others) of truss Structural wood sheathing directly applied or -2-0 oc to bearing plate capable of withstanding 100 lb uplift at puriins, except end verticals. i joint(s) except Qt=lb) 5=243, 3=190. - BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MI I eK recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 390/0-4-12 (min. 0-1-8) 3 = 189/Mechanical 4 = 58/Mechanical Max Horz 5 = 176(LC 8) Max Uplift 5 =-243(LC 8) 3 =-190(LC 12) Max Grav 5 = 390(LC 1) 3 = 189(LC 1) 4 = 117(LC 3) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-332/559 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.0psf; h=30ft; 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=1.25lplate grip DOL=1.25 2) Plates checked for a plus or minus Oldegree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anviother live loads. innp-fleunm.il¢mkrhe'ld I09; tImS�S!5[00 �6i[3B I'.W a IOYmne4 CniOY{-{LTrlirrF:6ifaeAlFYr Mm Ircdr tuip psseedar atrtd�a aeis raad�ip0aeurpaaJalN AdSarLlacc la,r:.Idzem5la!tdce w. Gs4csataaia Md.0, taa,alr mTstamra,�msssatkmuerutecalsmtis�ssrso hg:�eiu,srra,ylsysn,nssr�aapmg nms®sagraminslrt:smrah,rigrnl Y3ryurashsyadaem Tm:ty areeIDaail.atoms. rat<upmr<tca�letsgmmac,umfaq Anthony T.TomfmIII, P.E. ' W.dtk;inab-Yt.a&sd46nn,66nefredoudepda As lniklayrge,h3e uded dpt lM6rlxatratxdiclayabalmL �!80083 aelar�pxuphater.Aaatessdedaralaaat�enwueatluvndr ua..yu�rceittgldned�m,Isglde6fsiIN two .sdeusm,I--pit.s.tnit�asesnpssmles:alanaalsuns m,Tas �Sgaewfnssuumaaumm 4451 5t. Lucie Blvd. me.wtemsatrs(wa�spndga�e�ncsglJairyvaenhil Fort Pieree,FL 34946 topy7igh1 L 2G16 A -I Raaf posses-Aethoay.L Iamb III, P.I. Reptodatfin of this dolnmeal in anyform, is prabibbed Nithom the ninon pemissiae from A4 Roof Lasses• Aathonyl.lonha ill, P.F. Job Truss Truss Type Qty Ply A0141971 XCAS6512B J7D Jack -Open 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:45 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-FQrCEpxvsGYXc4lSH5APp?zChTnS5oTaxpEZM 1 ylgxa 1 4-0 3-8-0 6-2-0 �} 3-8-0 2-6-0 - IIE 4x4 = Dead Load DeB. = 1/8 in 0 Y 0 eV O O 3-8-0 2-6-0 Plate Offsets (X,Y)— [2:0-2-0,Edgej, [3:0-4-4,0-1-41, [3:0-2-9,0-0-21 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 0.61 Vert(LL) 0.14 6 >505 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.17 6 >423 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* + B2: 2x4 SP No.3 OTHERS2x4 SP No.3 BRACING- -TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 116/Mechanical 2 = 383/0-8-0 (min. 0-1-8) 5 = 154/Mechanical Max Horz 2 = 174(LC 8) Max Uplift 4 = -89(LC 12) 2 = -239(LC 8) 5 = -59(LC 12) Max Grav 4 = 116(LC 1) 2 = 383(LC 1) 5 = 155(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOTCHORD 3-7=312/348 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0ps1f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=239. LOAD CASE(S) Standard IH.mp-Hess&mgllrrzde.&e'1d IOOf rIVSS3!ff13 viEr3ll1"IllS6USWILSCJSie01"tOSfP')t(CE�6lASYERI'b�nrr.Jlhripfao:sMn Mrtdw4rn"acfrtsshfipCreeq{1PJ)m1141imaiLl�.e46:fL1eIUI:s SkT.W¢e w. Ctlmc4eaise safAp Re RD.rdf wietccmmm�nrss+mknsohras.cew4sc�.sselrusrx:er, cti�,si�tsrq�x�,es3�mmilo;rgmrns®scga.rtwntn��mrox�yrs�cat>.krce4ugadocsaper�seq�dm�logatr.�mmtlfek:gomuafccss,Imtelmf4mcanitoc Anthony T.TomboIII, P.E. neesedh,Lm6rvride'l is&s rarysuJaf d&, O...f.G dso"md geen&e WigDngee,6&coded d&I X&e&ral lwlr 4-1fiq h dIrll. 14 e0meldUelOgnf cry field.ud&einm,4d,ry6ar7y. prge,usW.nsni F.nvr sirsekmgmiHdf st A 80083 &Iearoro-:i�me4neaarumlr:rldsrloma�rmmaertadpr.rsrugf>ahy:leap3Qfda4f71rnisru�.rdeMse&r�d�eae.lnfid&Img�bin,mae dnlmao �B,Trnsam�Rnm::ra&�r,minr 4451 5t. Lucie Blvd. minis,4twdirsta.®Osyadgnbnegl!a7µhksmshstlit 1.1DWI; rpuurgl&errwgorsip,,0i,usir.111k.Oegrarq.rncgmmfbsmnatnfzma. Fort Pierce, FL 34946 (oppig6l'D 1f116 A -I AaofUusses Mlhany 1. Tomholll, P.E teprodmliu afidis dommeebinnyform, is piohiEilel xh6oDlih mi&eo pnmissionhom A -I loalfmsses- AmboyT.famOe llf, P.I. Job Truss i russ Type Qty, Ply XCAS6512B HIS HALF HIP GIRDER 2 1 A0141972 Job Reference o tional Al KOOr I russes, Tort Pierce, M 34U46, oesign(a)altruss.com Kun: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:46 2017 Page 1 1 ID:- TNN_bPVFxkOg5QLbhPavlyPVt4-jdPaR9xXdagODEterpheLCWU-t9?gDfjAT_7vTylgxZ :'1-0-0 0 8-12 , 1 4-8 , 4-M 5-11 4 i1 4-0 0-N 0-7-10 2-7-10 1-114 I � NAILED 48 = " " 1.5x4 11 r 1 Lx4 11 4x4 = ^'` - NAILED Plate Offsets KY)- [3:0-6-3,0-1-14), [4:0-5-0,0-1-12) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.30 Vert(TL) -0.04 9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 44 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.2 `Except` I 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) - BOT CHORD 2x4 SP No.2 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; B3: 2x4 SP No.3, B2: 2x6 SP No.2 h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS WEBS 2x4 SP No.3 (envelope); cantilever left and right exposed ; Lumber OTHERS 2x4 SP No.3 DOL=1.25 plate grip DOL=1.25 " BRACING- TOP CHORD 3) Provide adequate drainage to prevent water Structural wood sheathing directly applied orl-11-4 oc ponding. 4) Plates checked for a plus or minus 0 degree - pudins, except end verticals. rotation about its center. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5) Concentrated loads from layout are not present in Except: Load Case(s): #101 1st Moving Load; #201 2nd 10-0-0 oc bracing: 8-10 Moving Load; #301 3rd Moving Load; #401 4th - Moving Load; #501 5th Moving Load; 4601 6th MiTek recommends that Stabilizers and required Moving Load; #701 7th Moving Load; #801 8th cross bracing be installed during truss erection, in Moving Load; 4901 9th Moving Load; #1001 10th accordance with Stabilizer Installation uide. Moving Load; #1101 11th Moving Load; #1201 12th Moving Load. REACTIONS. (lb/size) 6) This truss has been designed for a 10.0 psf bottom 6 = 359/Mechanical chord live load nonconcurrent with any other live 2 = 413/0-8-0 (min. 0-1-8) loads. Max Horz 7) ` This truss has been designed for a live load of 2 = 129(LC 4) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 =-193(LC 8) bottom chord and any other members. 2 =-262(LC 4) 8) Refer to girder(s) for truss to truss connections. Max Grav 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at 2 = 413(LC 1) joint(s) except Qt=1b) 6=193, 2=262. 10) This truss has been designed for a moving FORCES. (lb) on ccentrated load of 200.01b live located at all mid Max. Comp./Max. Ten. - All forces 250 (16 or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP CHORD I 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d 2-3=-808/286, 3-4=-621/248 (0.148"x3.25") toe -nails per NDS guidlines. BOT CHORD i 12) In the LOAD CASE(S) section, loads applied to the 8-10=0/332, 2-20=-333/748, face of the truss are noted as front (F) or back (B). 10-20=-333/748 WEBS 4-6=-342/190, 4-10=-146/557 LOAD CASE(S) Standard NOTES- 1) Dead + Roof Live (balanced): Lumber Increase=1.25 1) Unbalanced roof live loads have been considered for , Plate Increase=1.25 this design. Uniform Loads (plf) I Vert: 1-4=-70, 4-5=-70, 8-9=-20, 6-8=-20, 10-12=-20 Concentrated Loads (Ib) Vert: 4=-51(B) 7=-37(B) 15=32(B) 18=-19(B) . Ea;z�.flme�!a.Wrrni!�Pos'41P:3F79Vi1.3i+?t99tJ'y LFfil9l'95:{W&Yt79r 9€31"Nt55!gj29�7R1�Cd9fA1'fv,a, tnhlei�rsreaYssodtettei!saret;MsCrlpat.bpiieC; axtl¢s:t,Scvt. btiie m,ri Uh:,m 9tnittfaens. �!;te8!!sa sfiHu^.eir4,ah WotmNPitts 0,11 dk6elLibNn4l r;eGnsisgs &{wnµ,'l,isrtt r�srn)Oar!�9ueer7CCrmnc nruthusdh,xshs adeep!!nhrnq:uath ruhhsn,+flr w9HLtn i!r�2e1mG!13DN,yae!i lflL ruds�!us.�s,c,wtgmen4uas�s. Anthony T. Tornbo lti, P.E. adsndBlsinnhrnrl ltaCubtcFrtvacerf�0.eer,enCsedtu3avdyv9nma{sh}8dr�e.ufmtnFats�lr,3e4'¢tdtedlFS!inle mAiNd. rirrrF!srtldWr7ui uPueiixtditinva'u°I�Lvi.mrty a!hrmrudhmxg 55sClsEeme!ei�� >aoas3 ' tspt+itu9h:q ulfnbmr.larmssnMmneP3elfieprJas¢fpr#besl79e '6afesrm!CSJRfltsfrmg36��!4liileihJlsiS:Jm!d!rentBMr r� Wk+nes3tnryatsikM!tndiY'±s>!4YIncs9esissn,r�,�n.rne!!oer�;, R.arr:t xfetaiu kae94�eCetds�errgngnealNdrasnanpM RaUys3tsirahpeY is B0l3tt!iin0a,wr+nrtu!a&mdminem�, i2 u{dcad�e7mutdp9rN. aaststt9,ueBlvd. Co i M2'iPIAA-1Aaaltrasses-AeOee I,tomhotll,P.E. Fe Wattionol9hisdawtotinao rom,is mhih0rdritbedThenriren ermiss:•oofiomUlooflnsses-An@ee 1.lasSolll;P.1 PP 9 Y, P Y- P P Y Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0141973 XCAS6512B RGA Jack -Closed Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:46 2017 Page 1 ID _TNN_bPVFxkOg5QLbhPavl yPVt4-jdPaR9xXdagODEterpheLCWKBt4jg5RjAT_7vTylgxZ 0-8-12 6-2-0 0-8-12 5-5-4 11 A nnri-9 3x4 II 3 5 JUS26 JUS26 4 4x4 = Dead Load Defl. = 1/8 in 0-8-12 0-8-12 6-2-0 5-5-4 Plate Offsets (X Y)— [2:0-10-12 0-2-8] [5:0-0-0 0-3-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.08 4-5 >836 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.16 4-5 >432 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP No.2 *Except* B2: 2x6 SP 2400F 2.0E WEBS 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 = 1159/0-8-0 (min. 0-4-15) 4 = 1204/Mechanical Max Horz 1 = 122(LC 18) Max Uplift 1 = -536(LC 4) 4 = -586(LC 4) Max Grav 1 = 1159(LC 1) 4 = 1204(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-365/89 BOT CHORD 2-5=-492/1177, 5-6=-751/1493, 6-7=-751/1493, 7-8=-751/1493, 4-8=-751/1493 WEBS 2-4=-1399/705 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=536, 4=586. 8) This truss has been designed for a moving concentrated load of 200.011b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-2-12 from the left end to 4-2-12 to connect truss(es) Al (1 ply 2x4 SP), Al (1 ply 2x4 SP) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (piq Vert: 1-3=-70, 4-5=20 Concentrated Loads (lb) Vert: 6=-934(B) 8=-931(B) ec:n'-xmsnm�sgn.a:ee'sarn�nv>tn;u�u;zraurtivssc�scmutntou{wrrryuceecrrau[�rw,ar�are„m��„aa,rw,na,r�„c,ur,mc.mrpm;man:emsrrre=r<m,rt.rrm,s�m.:R.ea,,,�w,.n,rn:r.,n:tca„q . WTeics rddes skaksselfNexiaaole,di A,.irtsamx6s�wTu,SieasA rsW: etl:,slnsyi07 rgrt:Wsos xsdrn rrck:suadvSasu3,ny�tku,.fn 20losgadCe ns¢,imcle}irdn GeraCutr,aia R4I. 1Sei<sq, naara+;�atniu,4a:et umM'y Anthony T. Tonlbo 111, P.E. m,,:dk,u.,,w,mrr.Jtgisn„apanwryddu>.P,e,u.u,:rtwdyxnn:wr�g-:¢w, ee nadn,ucn,ixarwr� irmrdonea.m,a:,i�r:mnReerenanrda,rms:na,asyf.Ag1.rphfb..+tr1iiiih1sr,r.r:aard =80083 ' nerircro:sp aA6�.nn.reawssnMw�tne�tserncKrnirt�,ndnras,rris�nctwiasrn�psgredrrrmmscan,d�mlrarxYdPeu�rniidnanensrnamw,ornn dot,rssl s,tmse,rs[ewemrns:tmwau,ntrss 4451 St. Lucie Blvd. .nuvive,6wdh.;eeoolegwdgnwnnsg Hw7 sxue unt:!il'n mssgn:a Gswxe,srglesfalmyU,s�rwynrao rptea hrw>w dsger7rvr. Lteerrdad!eexs mssd s,da Tt. Fort Pierce, FL 34946 (apyrigh1�7016A•IRaothossas-AmbooyT.Tambo111,P.L Repsakinalibis dotomenl,inany form, isp,ohibilelwhboutbe,nitrenpa,.issionfromA-1Roof hosses-Anthaoyf.TomboRl,P.E. Job Truss (Truss Type Qty Ply A0141955 XCAS6512B J10G Half Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:47 2017 Page 1 I D:amP6bxenercGzclW 1 dozkBzv95J-BpzzfVy9OuoFrOSgPWCtuQ2TEHPgZXmtP7jgRwylgxY -1-4-0 6-2-0 10-8-12 Special 4x6 = Dead Load DeB. =1/16 in NAI ED NAI ED 1.5x4 11 1 1 4 4.00 12 TR I W1i - 1 IL 1.5x4II 2 Bt U 13 6 14 15 5 12 2x4 II NAILED 6x6 = 4x4 HJC26 NAILED 6-2-0 10-8-12 I 6-2-0 4-0-12 Plate Offsets (X,Y)— [2:0-2-0,Edgel, [3:0-1-4,0=1-121, [5:0-3-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.08 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.13 6-9 >994 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 57 lb FT = 0% LUMBER- - TOP CHORD 2x4 SP No.2 4) Concentrated loads from layout are not present in BOT CHORD 2x6 SP No.2 Load Case(s): #101 1st Moving Load; #201 2nd WEBS 2x4 SP No.3 Moving Load; #301 3rd Moving Load; #401 4th OTHERS 2x4 SP No.3 Moving Load; #501 5th Moving Load; #601 6th BRACING- Moving Load; #701 7th Moving Load. TOP CHORD 5) This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or13-9-11 oc chord live load nonconcurrent with any other live purlins, except end verticals. loads. BOTCHORD ceiling directly applied or 7-6-1 cc bracing. Rigid 6) ` This truss has been designed for a live load of T 20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3-6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection, in bottom chord and any other members. - accordance with Stabilizer Installation guidel. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 2 = 855/0-8-0 (min. 0-1-8) joint(s) except at --lb) 2=523, 5=633. 5 = 1096/Mechanical 9) This truss has been designed for a moving Max Horz concentrated load of 200.0Ib live located at all mid 2 = 175(LC 22) panels and at all panel points along the Bottom Chord, Max Uplift nonconcurrent with any other live loads. 2 =-523(LC 4) 10) Use USP HJC26 (With 16d nails into Girder & 10d 5 =-633(LC 4) nails into Truss) or equivalent at 6-2-6 from the left Max Grav end to connect truss(es) J7 (1 ply 2x4 SP), HJ6A (1 2 = 855(LC 1) ply 2x6 SP) to back face of bottom chord. 5 = 1096(LC 1) I 11) Fill all nail holes where hanger is in contact with FORCES. (lb) 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d Max. Comp./Max. Ten. - All forces 250 (lb) or less except (0.148"x3.25") toe -nails per NDS guidlines. when shown. I 13) Hanger(s) or other connection device(s) shall be TOP CHORD provided sufficient to support concentrated load(s) 300 2-3=-1629/865, 4-5=-306/244 I lb down and 420 lb up at 6-2-0 on top chord. The BOT CHORD design/selection of such connection device(s) is the 2-12=-854/1480, 2-13=-861/1489, responsibility of others. 6-13=-861/1489, 6-14=-870/1525, I 14) In the LOAD CASE(S) section, loads applied to the 14-15=-870/1525, 5-15=417011525 face of the truss are noted as front (F) or back (B). WEBS 3-6=-118/607, 3-5=-1676/956 LOAD CASE(S) NOTES- Standard 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; Plate Increase=1.25 h=30ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS Uniform Loads (plf) (envelope); cantilever left and right exposed ; Lumber Vert: 1-3=-70, 3-4=-70, 2-5=20 DOL=1.25 plate grip DOL=1.25 I Concentrated Loads (lb) 2) Provide adequate drainage to prevent water ponding. Vert: 6=-249(B) 3=-000(B) 10=115(B) 11=-121(B) 3) Plates checked for a plus or minus 0 degree rotation 14=-59(B) 15=-61(B) about its center. i ... 6ezq •NenFhra�t; rcnn tlF'}S tJ91i�T� SEIlR'y BFeItE if24S 61U&'fig1S(ESIC}!i'El'tl'jA;R7k1SDTyfA1'hsm, lFrfi IFtiglmzF'esaiiMFtxnRg imf ksi3Fierm{,lU4N 9Flsman, T. tFF1of0,1:.6Mem3kFtlFMe oe, lFts a&Isht F�Ff n4a irU,nh 4r:Fivarkt{bbsAs9XFseiln r+FlCtbNnh3. p!iT�IIf'rF.Hji:t{Rnl l-+3l h¢r=F®8�1 Sn;NW(TQQIE{fFMI!n£lF{EL aEmtF :'tni'�SFIIR{T•Ttn�F%%I �r QFk: F16tF4}�Flf:il!TI�ttIPFHT�nI!,PE(m )Iii. 14aG'SFOsi j. xfLi)F4y5.iFt:t? Anth/nyT. Tombo Ill, P.E. Sdtustmk fnnRom,S umn;PFsuroiikt¢n,cC.leh edasrd gWnml6:Lq)sh e,U6Flstatdde7T,211 ci�ly%Iuaq:FfFriII(S. rngpnde'mF1:8¢t eg511dr.Fd#F iivt,xcifu{fAs{.;tMg,a4emsws{1,em{14¢C4mFntpeese&t;i K60083 ' tli tcrin{ie;lvi N(tmtCtr. i3mtsmwf®tu1;5Nma{n�is Ntnkins¢DetdSyGs}nr'Sdi'l hztrafl tIW`p[tGt}±ih':Nni3R1 n11ddlIXtifngtua!{sif¢a21i�+lr4ies 3infpnstSr�tNi4FstCFt�sluFsgxr, TniFMGSkrtj23F¢LTm14 '6,8ie[tdlN,¢h51 445t St. Lucie Blvd. iknti;t4�eint(¢:FGF�Nqu6xr�qt!d{a#niu@rdll1•tyf^rFNfSfgRFSnt�41TFKtq Yt •gT'tf13(SSFRJfiFnf{I@FEA'tnr. 13 Q{ik3FItl(Fs t11n1.' dRllFl, FOB Pierce, FL 34946 � [oprrig6lQ: 1516 A-1 RoniTlasus-AnlEacfiT.lc¢Stl III, P.E, ieprodumiae atlhis dammenl. in eoffais,is pm6i6etE.itboa116estitSeopmnistisafiomA-I fealUrstrs-AsS5esyl.les'xeII1,P.L Job Truss Truss Type Qty Ply A0141956 XCAS6512B J11 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com 4x4 = LOADING (psf) SPACING- 2-M 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 FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP M 30 -Except' T2: 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 5-3-15 cc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-7 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 619/0-8-0 (min. 0-1-8) 5 = 427/Mechanical Max Horz 2 = 208(LC 8) Max Uplift 2 = -360(LC 8) 5 = -225(LC 8) Max Grav 2 = 619(LC 1) 5 = 438(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/316 BOTCHORD 2-11 =2051/1855, 2-12=-404/380, 6-12=-404/380,6-13=-404/389, 5-13=-404/389 WEBS 3-6=0/335, 3-5=-521/540 Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:4 / 2017 P 4x6 = 7-8-0 CSI. DEFL. in floc) I/deft L/d TC 0.68 Vert(LL) -0.14 6-10 >925 360 BC 0.50 Vert(TL) -0.26 6-10 >484 240 WB 0.21 Horz(TL) 0.01 5 n/a n/a Matrix -MP NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf, h=30ft; 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=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=360, 5=225. 8) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1.5x4 II Dead Load Deft. =1/8 in PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% esrty.Plass�ra�;n!Irtat'41 Pi RA3isiEn9'yfUDtCiCisCt�4:t;77YS(P1Jl('G]!a�1;IX7k:�6uiMt'trra,rn3!kegpertt:esaiteRCO:aRsims[..�Aa.u=lC[; osiiFs �l}w,lle.?ieO: rEUinem ileetlden nx Dist: r'nrxbe p�dW2e iGD,alp YieF:rm pti:ss shaknrst Fa MiCiaNn�7srT.ronDesgs;,iomyu.ipm9p Sexe�t:ekgcplRPn}reuXtpxtykas¢Us �Ms;;ssd!!eQssrMyn pss;i3yle6siscirtdWtiaylslras isiiDe(a6cr5DaVt;rtn1&I. iaNu;a ssas}s.:,latspsxess.,Wedi t; Anthony T. Tombo 1I1, P.E. airodats rnssen o!tsllrspuenyerGluryiaeDrsa,eisCuelt u5eudyetlerCss>:.iaiingm,46maaf>iaeA(,t6:siWkd kt�yaL•aiiNl. rxyprMdarl:4W ur5r�r.ed�ln:s,slitylsdy.cxgs,irCsnssmdhom{tkGlerxnttniikap� 80083 ' W a,p:e:Apr.Wttavv. u,:,n�sarrDeea.rnsv�e ,:sxrui�n�ir nss in�am:.za rtcad�m srvor: o�mp ni o, M4fi%uarrmeul"Ift i tnr.arrn„h'4.: a D"fif—sermskimwf�tnr 44515t. Lurie Blvd. risrain N'ndtjt(sCt7ritrl gnbrr�top!}scrs�ss schsL ;hl:as WFb tWh Kai 4s wol2 4WV rmsillm bow rim iatm7.::a:pD :sd#¢smtctsdutbiFsi. Fort Pierce, FL 34946 topyrigitmiDlbAIHoolLnsses-AmEeayLtomEoin,P.E hproduaiandihisdammtni,inany rem isprehibittdr06adltenirrnpetmissionham A-itatiinsses-Antbrryl.lacbaill,PI Job Truss Truss Type Qty Ply XCAS6512B J12 Half Hip 1 1 A0141957 Job Reference o tional Ai Roof Trusses, Fort Pierce, FL 34946, deslgn(a_)a1 truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:48 2017 Page 1 I ID:amP6bxencrcGzcl W 1 dozkBzv95J-f7XLsrzn9Bw6TY11 yEj6QdbgFhpF14T0enTEzMylgxX -14-0 6-10.7 9-8-0 10 8-12 ' 1-4-0 ' 6-10-7 7_q_q �_n_', 3x4 = 1.5x4 11 Dead Load Defl. = 1/16 in 4 5 4.00 FIT 3x4 3 IIr,�• t n 1.5x4 11 2 tv 1 El i° t 13 7 14 6 12 3x4 = I 1.5x4 II 5x6 = 1, 6-10-7 10-8-12 6-10-7 3-10-5 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- I 2-m Plate Grip DOL 11.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0.72 BC 0.44 WB 0.37 Matrix -MP DEFL. in floc) I/deft Ud Vert(LL) -0.10 7-11 >999 360 Vert(TL) -0.17 7-11 >746 240 Horz(TL) 0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 50 lb FT = 0% LUMBER- - TOP CHORD 2x4 SP M 30 *Except- NOTES- T2x4 SP No.2 BOT CHORD 2xx 4 SP No.2 1) Wind: ASCE 7-10; Vult=170mph (3-second gust WEBS 2x4 SP No.3 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=30ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS BRACING- (envelope) and C-C Exterior(2) zone; cantilever left TOP CHORD and right exposed ;C-C for members and forces & Structural wood sheathing directly applied or 6-0-0 oc MWFRS for reactions shown; Lumber DOL=1.25 plate purlins, except end verticals. grip DOL=1.25 BOT CHORD 2) Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-3-10 oc bracing. ponding. 3) Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. ' cross bracing be installed during truss erection, in 4) This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guidel• chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5)' This truss has been designed for a live load of 6 = 450/Mechanical 20.Opsf on the bottom chord in all areas where a 2 = 596/0-8-0 (min. 0-1-8) rectangle 3-6-0 tall by 2-M wide will fit between the Max Horz bottom chord and any other members. 2 = 251(LC 8) 6) Refer to girder(s) for truss to truss connections. Max Uplift 7) Provide mechanical connection (by others) of truss 6 =-254(LC 8) to bearing plate capable of withstanding 100 lb uplift at 2 =-331(LC 8) joint(s) except Gt=1b) 6=254, 2=331. Max Grav 8) This truss has been designed for a moving 6 = 450(LC 1) concentrated load of 200.01b live located at all mid 2 = 596(LC 1) panels and at all panel points along the Bottom Chord, I nonconcurrent with any other live loads. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-721 /608 1 BOT CHORD 2-12=1080/1156, 2-13=-819/677, 7-13=-819/677, 7-14=-819/677, 6-14=-819/677 WEBS 3-7=0/312, 3-6=-798/965 LOAD CASE(S) Standard - 6aa1•fler, Dsrr�rre�ler Nt'A1ID§31iDAa;'SEllrJ's�ttilMCt(DkYItOAlGiT�1{'`•3ta'll:WaA:EBWi67i:M1'h,v,rrtf�kCRlp!zrk!,eemtaksetYf;nn C:!�P:n.nDilCF,dyelsthgl.!aci»N.It.Ulr,!mAM.lda, rsr. fdrstrs.!r�t ueelp�vit4,a11 g1:d JRr.�FiiEti 1te3311phe IDDa34 Ufd.i:eGhff Ai�eB{mpFd,lltulry ijisetQ�.tetdfl arTDDrepestYenrtlrC'JdlleTfh1:9d!tr^vtpbrT:ipe.irv(hl heflSiBedkt Nl�teT!tfe[!IrIHARtTDD�(,!dl(Ifli. i'we!sipeswgta..ta gpc4ta;,,iLSwt! Anthony T. Tombo ll:, P.E. sdeuihhirpehrmenWyuAeregavtrc!dlkt0aur,e!Csufrp5n;nlpmuGe6x':!selpiprt,htxeGu!den ieRtuiea6,dlc"�mraetsaMl.ru4f!+rddtYl:8star`:uidred3e`,r,L:,�r®Pfa4sksm!q:r����dtrzzle4,Dleh!r!m�zi3es ' >a110s3 4t Eddti:rynsrulsph¢k.lDuas tdtdnhe�'aalrxlrua:aesalt3ansruip;tatb:Ta±esdtY hacmmiiarplfiadt�c%us si.'Imrd!rac�lfrpxd;+.isua tMlr'vesMtaNt:!ktD;e,miseelta ra,sDes'g!t:Tn,rPtsa[ t,oeb,s,usx enp.ehst 4451 Lucie Blvd. shrrreh!attSltGe:Ms7ttlgeehs!:tNsiasesnd�tlBel!nsinip&pw..hi3:'AeGa�gBtAp.,ai,+ee4lthuFtsvmda7hisw. loprihadxcmwte2e1pIP4i. Fort Pierce, FL 34946 to t h07016"GaelTrusses-Am6oe le©boIII,P.6 it obtioeollhisdotumeatinan NO, is m6i60edQhaa116errinta eanissionfiDmA-liooiirnssei-A!A6e!! l.lo�5elli:P.E P?ri Pr• P Y' P P y Job Truss Truss Type Qty Ply A0141958 XCAS6512B J13 Jack -Closed 7 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi fek Industries, Inc. Thu Nov 16 08:09:48 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-f?XLsr7ngBw6TY11 yEj6QdbgghpC15NOenTEzMylgxX -1'-0 6-10-7 10-8-12 1 4-0 6-10-7 3-10-5 1.5 3x4 = 1.5x4 11 axo = Dead Load Defl. = 1/16 in 6-10-7 6-10-7 10-8-12 3-10-5 Plate Offsets (X Y)- f5.0-3-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 6-10 >709 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 51 lb FT = 0% 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 5-2-14 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-7-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 603/0-8-0 (min. 0-1-8) 5 = 443/Mechanical Max Horz 2 = 270(LC 8) Max Uplift 2 = -330(LC 8) 5 = -255(LC 12) Max Grav 2 = 603(LC 1) 5 = 446(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/456 BOTCHORD 2-11=-1422/1373,2-12=-690/603, 6-12=-690/603, 6-13=-690/603, 5-13=-690/603 WEBS 3-5=711 /813, 3-6=0/317 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=330, 5=255. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ! rta�l•flersr�ltl!itehv'IltslSUfk'1(SEL?s EEA�sl �31C6(CB:I.ntitl2k(L7!Q'IS:cY96:EMY:Ht'fw.Tairkuerectesui leseuMaail;¢ntMp En.rarilC[;MI{ISt/bt+Lleraa®,r£k!cere Steeltda.Tne. ralns�nsbs sl9da}a is-0,sltt I, W±a:mnW rkn snakntdin&@bBnnGi i•:Il,:sm:q+�yecra: tahripum)aa lrf 11oy1baryreurtnx:erareaR idL nd%jaeu(y:eynuitYfa �reeUp�6e lgg1111»t iyla+saoer+De,Sr,atu Rt 1. iuN ln:�raa:.11s�xl2ac+as,,*7cia Anthony T. Tombo Ill, P.E. anDeno-uE�a,sumn,laos sic.nl.menlrslrrym«enrEal,�a,un,n�rt u,�wn b�t;:x �anEl. r�yrr,damla uaytlev,,dab«,, y>.0 q!,},dHea1, et ce1.d at E # 80083 ' J At WAer e:gry alSttausr. S7misflWa&I:9altb.Sn*us.I rassal:iukdt�GxrnsSsdatl5'ueCinllW,ntuskdhin6di Vlld'JEF!elif �l�iUe. EE�id f61'ellirll:IXbC4I611t1>!6et'�Sl rlSt]41�tI8f 6{CG ry'8:tt 6tiM91(T�11aN.f6)!1{ 4451 St. Lurie Blvd. atl:alsl Y.bsd4fe(!tolaYerlyElbwntiylrrala'ininhrL Bei:ns resSph7des i1 rbile hie7y2ls�lv,ar?ssSfu:n Eerrcendm M_6y. t9¢riU*nlb:ssmnl!§:dplrkl' Fort Pierce, FL 34946 u : il02016 A-1 taalhasses-An@ee l.lombo 111, P.E to odustion abbis daomentin any fom, is fabibited QbaaS She riNm ermissionSom A-1 tool lasses-Afllbcn 1. lombo 0l, P.E PTr P Y N t" P P Y Job Truss iTruss Type Qty Ply XCAS6512B J14 Roof Special 1 1 A0141959 Job Reference o tional e uui r,unae .. run me,[:e, rL ovayo, ues,gnLa-,rruss.Com Run: mizu s Aug 16 2u1 r runt: 6,12U s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:49 2017 Page 1 ID:amP6bxenercGzclW 1 dozkBzv95J-7C4j3B_PwV2z4icD WxELzr8rm57n 1 X89sRCnVoylgxW �100 14-0 -- - - 6-8-9 10.7-4 1018-0. 04-0 4 Dead Load Deff. = 1/16 in m Io @ 6$-9 i 10-7-4 1041-0 6-8-9 3-10-11 12 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 11.25 Rep Stress Incr YES Code FBC2014/TP12007 i CS'* TC 0.73 BC 0.55 WB 0.34 Matrix -MP DEFL. in (loc) I/clef! Vert(LL) -0.09 7-11 >999 Vert(TL) -0.16 7-11 >804 Horz(TL) 0.01 5 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0% LUMBER- _ TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2) Plates checked for a plus or minus 0 degree WEBS 2x4 SP No.3 rotation about its center. OTHERS 2x4 SP No.3 3) This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurrent with an other live y TOP CHORD loads. Structural wood sheathing directly applied or 5-4-5 oc 4) This truss has been designed for a live load of purlins, except end verticals. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 6-0-7 oc bracing. bottom chord and any other members. 5) Provide mechanical connection (by others) of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at cross bracing be installed during truss erection, in joint(s) except ON— b) 2=336, 5=241. ' accordance with Stabilizer Installation uide• 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid REACTIONS. (lb/size) panels and at all panel points along the Bottom Chord, 2 = 611/0-8-0 (min. 0-1-8) nonconcurrent with any other live loads. 5 = 431/0-4-0 (min. 0-1-8) Max Horz 2 = 267(LC 8) LOAD CASE(S) Max Uplift Standard 2 =-336(LC 8) 5 =-241(LC 12) Max Grav 2 = 611(LC 1) 5 = 443(LC 27) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=712/537 BOT CHORD 2-12=-1 362/1322, 2-13=-765/669, 7-13=-765/669,7-14=-765/669, 6-14=-765/669 WEBS 3-6=-782/894, 3-7=-46/364 I NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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=1.25' plate grip DOL=1.25 acdeq-pew@em[lyttner Gu'II iD:i nOS<6f1[i!Er y6rCill 19rlfe(D,DIILISrDS10Yr-IDi;r}i(1WSJDGY(Yr6,n trrdr64prma:�imWnd.ia,ntisirtuCedpOrtrugpDs';md@e ldfnrr.ruh4,rE le[*ntiSWtrdnnn.64u�tmia c,felu@e l[D,,dr WTiteammr�ehs s'vdlk�ultx@<iplNl<edt li�lmsOsee[ga:e[i.4lrnnrryhrix e@a,sln�id9ryma@m,c,pmtd@er,drsiuil u�smyrercaddhkr@,(es�ad4kta�leim;[era�c�reteo�ry,dntsi. nt,np ewuryes, ummi u,ruun,smssary Anthony T. Tombo 111, P.E. ' Nxd[rsLnsfngkit#sri,@e,<qn,U:Wpil�eD.�qt,C.ad,eAn@etq,dntieb;fr�Car¢e,A@:nmd,rrh@c@,ixara��xlrya,eema.n�,smdrrmDQ1 ie:+n,d@,r,n,:aa,ryr,..,mm.awr�e.nrtcn�g,sd![,�mp„@rrtra:; a80083 @e radrxi@dgnalre�nhr. IDulnsd eq ie �iDCnlsx {rtu�'n,nlry:eddise,d tkkwt i GagaslldehlduaeDw�llggslfiilx/hRIa1SlUeeadcnaeehrpvd pifaxe. IFFI idmes@e resrnsuT�SeenOkee,d I�Ins;0., e,innl!!ip rapeenutlrus Ymhb,a,eekss eMMnidadlle[amm n, adgn@.��qxl raae m,@aara@e, DeDw urx,rsv';r@er u�g0rn[.xeniaa,s ssms[egmn deglai!fo1,w�Ddedbx, nenamedxau. Fort Pierce, Blvd. • Fort Pierce, FL 34946 (opyrig6r�1016AdraxlLusseo-k�hnnyLioxeholll,PE Reprduniacdrhisdommeot,inany form,isptohaitzJwdhomrEanirtexptrmissionlremAdADxlTmsses-het600yLTam7a61,P.L Job Truss Truss Type Qty Ply A0141974 XCAS6512B Moll Half Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:49 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-7C4j3B_PwV2z4icD WxELzrBvn5AA1 Vx9sRCnVoylgxW -1-4-0 3-0-0 6-10-0 10-8-0 1-4-0 3-0-0 3-10-0 3-10-0 Dead Load Dell. = 1/16 in 3x4 = HJC26 4x4 = LOADING (psf) SPACING- 2-M 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 FBC2014/TPI2007 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 4-10-15 oc pudins, excepfend verticals. BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 511/0-8-0 (min. 0-1-8) 2 = 611/0-8-0 (min.0-1-8) Max Horz 2 = 110(LC 4) Max Uplift 6 = -491(LC 4) 2 = -634(LC 4) Max Grav 6 = 511(LC 1) 2 = 611(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/1173,3-12=-1263/1224, 4-12=-1263/1224 BOT CHORD 2-14=1132/1108, 2-15=-113211110, 8-15=-1132/1110, 8-16=-115911134, 7-16=-1159/1134,7-17=-122411263, 17-1 8=-1 224/1263, 6-18=-1 224/1263 WEBS 3-8=-180/271, 3-7=-200/253, 4-6=-1304/1265 CSI. DEFL. in (loc) I/deft L/d TC 0.47 Vert(LL) 0.09 7-8 >999 360 BC 0.33 Vert(TL) -0.10 7-8 >999 240 WB 0.48 Horz(TL) 0.02 6 n/a n/a Matrix -MP NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving Load. 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 100 lb uplift at joint(s) except Gt=1b) 6=491, 2=634. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 3-0-6 from the left end to connect truss(es) J3 (1 ply 2x4 SP), HJ3A (1 ply 2x4 SP) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 155 lb up at 3-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). PLATES GRIP MT20 244/190 Weight: 58 lb FT = 0% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-5(F) 8=-24(F) 7=-12(F) 4=-5(F) 12=-5(F) 13=-5(F) 16=-12(F) 18=-12(F) a�,br.n=mameptlr,ere.ru•ono:�srossts;^s�!u;asauitivssmsmr4ssemnu'wra):sesaattmuurt�araaseumrara„Wm,s�,ub,m,sa,i�omr�0[aryouwe�!,®rr.r�l,m:r�sra.,,s�rld.,.0 ea,naamlun,luee¢v.,,ls hOttca+rardmssMlkeserW;4ai[Chb,dr.r,almsascs braeiu,sKmP76,rynaGss�remriMrRrru!se,tartm,dtl,{Ncmalq.rogms:Atgrr: Anthony T. Tombo(II, P.E. N,ry:,:ddfi,TDDW gfiddue,raer„s:ba,a�la:= W.seders iimlor�hi�:rb8,rzy,,iLO¢ddOn,r, tiCmri,rA,m,i geda aa4:ltmr O,s e,he, wleddns�6,R(Wlie lr lb9AgWvWfiL ,,m,s,,om=m.,.imyuan,es,,,lm!luma 80083 ' 6, drrfry0eu}erad6re,Jn.11{alu sel,auaelDC rt/krmfgnWrfiebrsdfirbtlgbaRrdste¢IduaArmllSQidi:bnrlRWsi;ls„deu:dM�rd pisece tlFle�ustlerzsrnn'atiiuWhGesdlNtm;oe£,-es rnn bery,tgxeunnn pmherrn:wins 44515t. Lucie Blvd. ,in.inidxadlr,:nave,p,Mrynhnbandlium,sbnh,r.lYbrsees:n67�aahi�ise,tru.ga,Ipy,rTucssdmbsmadmrlsq.mameamaae,saausumt Fort Pierce, FL 34946 (oppidhr02016A4Roof husses•A&oayLTanbeIII, P.F. Peprododinolibis dommenLinany lusm,isprnhihitedrrithoulThe miunpermissionOomAdioalinsses•AnthonyLTemboIII, P.F, Job Truss Truss Type Qty Ply XCAS6512B M02 i Half Hip 1 1 A0141975 � Job Reference o tional ue,iyu_d 1 sruss.com Run: b. izu s Aug lb zul / t-nOI: Its. ILU S Aug 16 2U1 / MI Iex Indus m -1-4-0 1 1 5-0-0 10-8-0_ es, Inc. Thu Nov 16 68:69:50 2017 Page 1 ID:amPBbxencrcGzcl W 1 dozkBzv95J-cOe5HX_1 hpAgisBP4emaW2gyZUPQmu5J55yK2FyIgxV 4.00 1.5x4 II 1 d. 8 S 6 11 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL IYES 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr BCDL 10.0 Code FBC2014/TP12007 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-7-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 2 = 59010-8-0 (min.0-1-8) 5 = 450/0-8-0 (min.0-1-8) Max Horz 2 = 150(LC 8) Max Uplift 2 =-595(LC 8) 5 =-451(LC 8) Max Grav 2 = 590(LC 1) I 5 = 451(LC 29) i FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD I 2-3=-770/1834, 4-5=-193/295 BOTCHORD 2-11=-2099/873,2-12=-1807/680 6-12=1807/680, 6-13=18641707: 5-13=-1864l707 WEBS 3-6=-668/313, 3-5=-740/1950 NOTES- 1) Unbalanced roof live loads have beers considered for this design. 5-0-0 4x10 = 3 12 6 1.5x4 II CSI. DEFL. in (loc) I/deft TC 0.98 Vert(LL) 0.16 5-0 >799 BC 0.78 Vert(TL) -0.17 5-0 >746 WB 0.74 Horz(TL) -0.02 5 n/a Matrix -MP 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteirior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=595, 5=451. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 13 L/d 360 240 n/a 1.5x4 II 4 Li W1 d• d• - d• d• 5 5x6 = PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% Ylerhr-Fieutlen,kilnr:stle'aI kO;fllaScgr�t![lyle3ll l:LlS6[7SWIICS(eS?OYI"ILTJ'1t([[u5E[Lq;Y!il'Imc LrLlWip pr.!lns nlrnlw4saeds lmsCe!i;,Art+:r�mdflrlelS�Lhcks fJ,tt.Irknz Siatkduern. rekn rlm�rzs!eelmRentl,edr WlekrmMa ddrs svr6Aud+arSe iaguke rdf.lselrns a�c6 uiis,.ymrelh{im RBes�iu�ta7rgmmsmsrr�rran,rrt;s;ndnm,�grrnwsalnrarsay dsx sd�slmstera�ueetoonry,ntamLtxtmtsm.oFns, �ati<losWine,urt sirtr Anthony T. Tombo III, P.E. ' Waedlk;imsfuml7.fiigistlensInumd!dilhG-'NG-"ertlrmdgrdnHel,'lajes:pa,44eud'ddfi'rGtlrlxulpe LlFegrmddlure9aEeryfi!N+udtlrinss.trdrti b.Tgrmep,6svrsbanikne5sid;hCinclmirlald aB0083 tle V1I46nigerad 6aasmn. Agin. M.0 mic nlexrneim of Lrt'dandPrlvSfar Equal Sithllemefica1(Sljrd6klllir; nIIIG-dau d hq,nApilrce. I&I idsssb u4ndir in MQiusdn ussUmpa,Tnu Ce!ilSte eeoilms6'ndApu; edm etla.ks&(�anr;aam uds n4 n@sly¢7'tn 4sdat titlmscrepu �vnkse6ttlrtrar ossi aLassg ska Er pa dr s� m Ned lass rn ssidud"z if4t. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 topyrigbI026I6A-liaalhvsses•Aalhooyl.lamhaIll, P.E.hinadadianalibis duannal,inany form, itpobi6iledwishootihewhteopermissicofiomAdAauilmssas-Amhooyl.lamhaIll; Pl. Job Truss Truss Type Oly Ply A0141976 XCAS6512B M03 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:50 201 i I D:amP6bxencrcGzclW 1 dozkBzv95J-cOe5HX_1 hpAgisBP4emaW2g?V UOPmx?J55yH 7-M 10-M , 5x6 = 1.5x4 II Dead Load Defl. = 1116 in 3x4 = 5x6 = 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 FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 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 3-2-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 608/0-8-0 (min. 0-1-8) 5 = 432/0-8-0 (min. 0-1-8) Max Horz 2 = 193(LC 8) Max Uplift 2 = -606(LC 8) 5 = -440(LC 8) Max Grav 2 = 608(LC 1) 5 = 441(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-541 /1128 BOT CHORD 2-11=-3467/1329,2-12=-1171/438, 6-12=-1171/438, 6-13=1213/458, 5-13=12131458 WEBS 3-6=-692/323, 3-5=-552/1462 CSI. DEFL. in (loc) I/dell Ud TC 0.80 Vert(LL) 0.24 6-10 >526 360 BC 0.84 Vert(TL) -0.20 6-10 >622 240 WB 0.56 Horz(TL) -0.02 5 n/a n/a Matrix -MP NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=606, 5=440. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% tVai,141-nas¢¢n,a' N Ad INN TrgSS(SFS01y'- 9(t FW 1( auras (OSiOYt'Wr1)lTLru'S.II'eYEur hm Indt tnipprdssuLminRtnede Tmr re!ipm:ruTOr9jm1& 46npl.r,s2a m,rl.lrks>a faetlder nt Odtndksrin MNmGIEO.eslr JUM—A,#7 sskgkndf,.tTWUk,d:CL.TwD.-Fgss(�.Sie;rtshpzs¢Me�gegr67ryrmalsmreepaedW7rh:surds(asmgmput&7,kr;k/tsra,dtksuQeirvs:Iry:SdnGeTOOulf,nls(etLrsln§e6n"a�(alrnkirm.aihN!df Anthony T.TornboIII, P.E. ninrdt ciimle: agr,ikb( ho—pui odh 0—,&G..'s ld wi daAt Wi(yUnpa,iasesnm din ff A& 1K.O. lrsIWAgnhWlfi-L rh yrrmld6r NDne effieNned6eTn:c; mdei�gtastir; eiqudil!etiwal Gasr sidle�resrmneiryd . 80083 de leitar0edgeral6r*e,•tn. (IfMnsd,Haft!OCNYzpaksnlp'sdxsdtLleSei(apssna4rykhradnn7t5[1rdf.faehfPnlS(UnnkerllM�dpifsee. iF4lednn@negns3�LkrN6flesdh:(ms0•.ips,Tmskap rs ni(rt:s lnrhercu,Mns 4451 St. Lucie Blvd. rer�.fsr(�a(f,(ommsped,peunergl;dr�xmdrsttk(nno,catrnenTsrgruetru�goenpx,nir,vslms[r(madulrF!(�.mnrodnds:;mrsamn(smT. Fort Pierce, FL 34946 (oppigbt02016MRoofhosses-ArthooyLTomboIll,P.F. Reptodudiorofthis dotumeoyfnonytorm,isprohililtdwithoutihamioenperminieohooA-I Roof husses-Anthonyl.TemboIII, P.E. Job Truss (Truss Type Qty Ply XCAS6512B M04 Half Hip 1 1 A0141977 Job Reference (optional) m r nuur r ruses, ron rlerce, rIL 34946, design@a�iiruss.com Run: 8.120 s Aug 16 201 t Ynnt: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:50 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-cOe5HX 1hpAgisBP4emaW2gOjUROmvuJ55yK2FylgxV -1-4-0 1 6-8-0 9-0-0_ ,_ 10-8-0 , LOADING (psf) SPACING- TCLL 20.0 Plate Grip DOL TCDL 15.0 Lumber DOL BCLL 0.0 ' Rep Stress Incr BCDL 10.0 Code FBC2014f LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-7 oc brac cross bracing be installed during truss accordance with Stabilizer Installation REACTIONS. (lb/size) 2 = 593/0-8-0 (min. 0-1-8) 6 = 447/0-8-0 (min. 0-1-8) Max Horz 2 = 236(LC 8) Max Uplift 2 =-581(LC 8) 6 =-465(LC 8) Max Grav 2 = 593(LC 1) 6 = 448(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) when shown. TOP CHORD 2-3=-719/1420 BOT CHORD 2-12=-2638/1013, 2-13=1570/633, 7-13=-1570/633, 7-14=-1570/633, 6-14=1570/633 WEBS I 3-7=-644/311, 3-6=-733/1818 3x4 = 1.5x4 II 5 Dead Load Defl. = 1116 in 4 3x41 JZY 5x6 = ?-0-0 CSI. DEFL. in (loc) I/deft Ud 1.25 TC 0.72 Vert(LL) 0.17 7-11 >743 360 1.25 BC 0.68 Vert(TL) -0.16 7-11 >804 240 YES WB 0.69 Horz(TL) -0.02 6 n/a n/a ?007 Matrix -MP NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for -0 oc members and farces 8r MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree d rotation about its center. in 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-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=581, 6=465. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. or less except LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 50 lb FT = 0% Mmur-flnvfi ylhnrs.M'1I INNIMS5NUnmist IiL916t➢LUIISISNSIOYt'{CIinY[f;HifP6YEMrlun lrtdt iesip lsrrdtnrs{:slnRf uCitlnttCnip �sxOgllpTm�d9e 1,IM71. rsska 0:li 1Mna 5W!tdae.0 uk.6 i"Od na. Rh.ee11 Whlaarmrtlmssh0knetfx sa tOCNbrd:/. lielrns D-hli-iIMII-lr-F ,Ile adnur160rgmms ne¢ghse din pds:smdestinernru!tcnC6ttA; 6e lnip dftaho Tm: brmedn tl N..Ir,nla4rl.Anthony T. Tombo Ill, P.E. ' nl nedR:Tnss6r®rt.ilaxt ls6engnui0iry d6i 0.w,6e0.eds u6.mdgedu6et.NOe::pa,h3e ndeddlhgC6r A WW IAI, 6quHndrtrL lhenmdo-'6eMntel6en.95,rnn, 4dtdgk.q slmp,udefi—ibysitihbn,I-M"i g80083 net~',r,go:dyaceum�r.luulessd.dao:loeeds�rnennipsdandminsg[r:.[nendenld:rmmo;nsQ[ds>hnrt9nlsxl�rdaem[rx��rlpie@cTnli�ne,mpts�Te:nnaanna�un;o:si, e,r�nseeey�tgaene:rinnvmt�mu,tdne 4451 St. Lucie Blvd. edo>.luid�ellre;esao0sgedgu'a n2g 11 d >:ttn 4nhrt lit Inn 0rda b14rens 90I6ehffigDesi[a,nhns5ttlnblmn dur YPl6q fO sgWesOtsx: m a ddnelmg4l. ♦ S Fort Pierce, FL 34946 (appig6t�YUI6MIra6lLossas•Aet6onyLiemSotll,P.E. Reprodoniondr6isd6mmenl,inonyferm,icprohilitzlrithoml6emineoperuissionfrom A-19aofTmsses-Ar't600yLtan5o116P.E. Job Truss Truss Type Qty Ply A0141978 XCAS6512B M05 Monopitch 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:51 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-4aCTUt?gS6IhK?IceMHp2GD71umkVMhSKlhuahylgxU -1-4-0 6-7-15 10-8-0 1-4-0 6-7-15 4-0-1 Dead Load Defl. = 1/16 in 3x4 = 1.bx4 11 5x6 = 6-7-15 6-7-15 _ 10-8-0 4-0-1 Plate Offsets (X Y)— [5:0-3-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.18 6-10 >692 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.16 6-10 >771 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 51 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS . 2x4 SP No.3 OTHERS 2x4 SP Nc.3 BRACING - .TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 598/0-8-0 (min. 0-1-8) 5 = 442/0-8-0 (min. 0-1-8) Max Horz 2 = 268(LC 8) Max Uplift 2 = -575(LC 8) 5 = -471(LC 8) Max Grav 2 = 598(LC 1) 5 = 446(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-664/1289 BOT CHORD 2-11=-2935/1092, 2-12=-14911572, 12-15=1491/572, 13-15=-1491/572, 6-13=-1491/572,6-14=-1491/572, 14-16=1491 /572, 5-16=-1 491/572 WEBS 3-6=-657/314, 3-5=-662/1726 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loaIs. 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 100 lb uplift at joint(s) except Qt=lb) 2=575, 5=471. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wL{i!R-FlnndlRlilll Rrka d!'}Iib.:7gi4i�5EL�1R31SIlYS 6:]57N"'JS(BS?OYi-iQiir')SU6'uBifNLL:irhtn lrtdi lellpp �llneRd�xny:iRueniyluR.mlgno;manlimnieiweem,rl.il�l.,s�lidal.n. wlneraaRlaadla�eico.nil FLTltl a!!ym„smkud!ara<teoRkllu.u.lrusn Fli.my{�i,stmsq'FFpi,: a:lmnmita,rgrzsmsmlelarlteli!§:vl:dnlr.�rn>wham.r�wliecgsdel:mpeim:iy�tiRriaunq..liRtni.Tad:pld�izRr.lwiuimmn:.umaaq; AnthonyT.TomboOt,P.E. nenedn:LmfnlgleSs64emptioNlding.R,�C.xsl4Rnd!}endlkdfaigge,hUeudddMU@llCuIlk imiiQfua,.hiTNL14,0m10ltggnigillCletl.synuald' :k80083 ' detr7tepglsigxsrlflz"sdn. iul�nsHmad:ioelltrceana:nnirulwnd,k!<isg6:peYutdrlanznaspugpse.ku.mniswm,a�xsiwc�Ydune�siR?tie,lsdlRsin>minnRianlydr�iin.yi n,?Rnk!0hp—iin,V hd-j,9m 4451 it. Luele Blvd. sdmd! vM1mdN!(nm�syndgslU shears I/el il:ttn lushsi I in I r Dap him U 101d! xiq mesip,s, trTim SIM Meer efeq Win 30 aimdeN M:: ns nddlsd ¢ it41. � UFort Pierce, FL 34946 (oppight R71016 A-1 Raalyrnssms-kt6omy t.lanho lll,P.F. Repieforima alihis dotumuirinooy form, is PIDIINied whboui the vtinen remissiom from A4 Roolkosser- Anihonyi.lcn50 ill, P.E, Job Truss (Truss Type Qty Ply XCAS6512B RFG01 Flat Girder 2 1 A0141979 Job Reference o tional ! RoofTrusses, Fort Pierce, FL 34946, aesign@altruss.com Mun: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries, Inc. Thu Nov 16 08:09:51 2017 Page 1 design@ai".ss.com 2- 0-8 2-10-8 13x4 = 2 5 6 3 4 4x4 -_ 2x4 it JUS26 i--- 2-10-8 2-10-8------ LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 34 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.51 Vert(TL) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOB CHORD 2x4 SP No.2 8) This truss has been designed for a moving WEBS 2x4 SP No.3 concentrated load of 200.01b live located at all mid BRACING- panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-10 8 oc 9) Use USP JUS26 (With 10d nails into Girder & 10dnails s puriins, except end verticals. into Truss) or equivalent at 1-11-4 from the left BOT CHORD end to connect truss(es) A07 (1 ply 2x4 SP) to front Rigid ceiling directly applied or 10-0-0 oc bracing. face of bottom chord. 10) Fill all nail holes where hanger is in contact with MiTek recommends that Stabilizers and required lumber. ' cross bracing be installed during truss erection, in 11) In the LOAD CASE(S) section, loads applied to the accordance with Stabilizer Installation uide. face of the truss are noted as front (F) or back (B). REACTIONS. (lb/size) 4 = 388/Mechanical LOAD CASE(S) 3 = 732/Mechanical Standard Max Uplift 1) Dead + Roof Live (balanced): Lumber Increase=1.25 4 =-180(LC 4) , Plate Increase=1.25 3 =-334(LC 4) Uniform Loads (plf) Max Grav Vert: 1-2=-70, 3-4=-20 4 = 475(LC 16) Concentrated Loads (lb) 3 = 740(LC 17) Vert: 6=-888(F) FORCES. (lb) Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1i 0 lb uplift at joint(s) except Qt=lb) 4=180, 3=334. sia;sp•flemtrrrkrht'LIlOOr110i5�'itiW�rdJll$M'.LfOi'A�nrSIRIC#{it!D"13:Li0S:sJ'Guilrfda. Fndpeoipraee:�snmdrefSfdnattii;mf hJro�nirf{ION rsllie7tlhr;l.IfaSep.r:.U4fmSknidxens [¢rs�irit spk3aSe it{,xlp YI':tr ti JaplYts fk€kniiMtMtpDaMnai hlhss:s;gsreyaia px,!Itpgsq.nnty�l a6fleeJiaQRptfSCifnitf�m.'Iaiaf FiltL'Rtt!trvltfmrR:pNL�,'W'I ltl6tlt5�yi ttfie Ncpl3TiMit!rNMT01 t:�N(;9(!t(rlr. iH d4ih}I{tsapRiLlbJ�:nl: tfS,Wtli ' Anthony T. Tombo It,- P.E. rAwd9arnssPaonuoluxrrwws�esei,�t.:Mri�sdfeaae<r�rr,orxtama�x,�a:cmas�ms:tc asrts.rnyrf,dawsw.gs,edge*�t.lopgx�m,dn;�tedrtrw� #80083 4451 St atac r.00srwa�. sao,iivasbasarwp ttl�paa:xaraurfa� as�zles,nsss pa>ug naasxAmatamdx slxarnnyH:o iolwnesont,ra o-»r,��r.::u as sae.�af rtaeiudi5sri'efa;ed a! nda�rokfG srp nxxr.X013tHleapaslgex,«Fns;jmairpxiredgiiewFl:W daiasmtsrieelpffr7. � ri � fl I t pebn�slLtA?1eUas0:' a Ludo FortPierce, FL 34946 [opyrirhl�['016A-1 RoolLesses-AnOonpl.lomho111,P.E hin dakod ibis dowent, in toy roses, is plobf6ttedrilbool the rrRm petmissioofiomA-1 Pooiiresses-AnOe±yl. loeboN; P.L Job Truss Truss Type Qty Ply A0141980 XCAS6512B V02 Valley 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Mi fek Industries, Inc. Thu Nov 16 08:09:52 2017 Page 1 I D:amP6bxenercGzclW 1 dozkBzv95J-YmmsiD01DQQYx9KoB3o2bTmXqlGyEzCCZPRR67ylgxT 2-M 2-M 4.00 12 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purfins. -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. REACTION S. `(I b/size ) 1 = 48/1-11-4 (min. 0-1-8) 2 = 3711-11-4 (min. 0-1-8) 3 = 11/1-11-4 (min.0-1-8) Max Horz 1 = 24(LC 8) Max Uplift 1 = -19(LC 8) 2 = -33(LC 8) Max Grav 1 = 226(LC 20) 2 = 37(LC 1) 3 = 211(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=S.Opsf-, h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard C1� •rtt111 LiB�1!!I[Ai4�At iJ)! iitri6jffila'p rtrutl:ncj triralkm r�.t�:� w... ,niSX�::GaiNi�M9, ra�!IfCtF (IIDASf:! f'# IM IY..R�511FS9I:SIr1:Tys(eri�CFi tltnl FFnfV 1.if0§OFLIL ttlltfie SItAICat!H. Pufu {:Ar: jr {�rtpe:!iLO� 4[tt !V:'ef:eur:Ja�ar1:N4cd(n be iDtsMrabi r!er�n gesQ&{bwyCt.'.FrsYarr�mraoCeseEuartGCrt,�rsexsaxar4atzLn Teks:'ad �Snmgagms:ilrykifxNsipdsigylrns[gtNdmGthuatr.siFFL TuquFsysuaFaa;,hz`it asffsss,sshSGt; 'Anthony T. TOnibo ll:, P.E. simtarnnamtuqurarr,Fnatmasa.w.ac.snaitgmnmtrrrna,nrxrana�a4hCaiandlitutaasantrrgrardamtstutleueeasers�gi.myy�wmwdurstne,txny�stiarr 60083 ' 3rh�urhupewstuaaer.sg>&„saMnnr PSe trxi aGn ofra#5re;ir#rz ua wntt�ma nryrdu:>tq;nRtstuoecd��aa lg,na,, r�aaorsaere:ra: a �ti�erer r ea q!,fnn MGa rq ue!?n:t kmdoene,ans 4451 St. LtlCie Blvd, xtecrindtbel%t(rs:rol+PalWet n naolh eCPKiesitrt6eL ihlnr 3stiyFe#xs I!A713e hCdegCrJpY.a arcs ttsnerFgares dcr Irt�, lgarae"a /tnc;arr. t.4!IpIFFI. � From Pierce, FL 34946 LoprrigEt0'2316A-I loci ltosm-AflibuyMambo 111,P.E. ilprodadiontllhitdow ntinanykm,hprabibitdQUO [be crititnptrmissionhoanA-lAooilrents-Anlhonyl.loPballl,P.L i Job Truss Truss Type Qty Ply XCAS6512B VO4 2 1 A01419a31 (Valley Job Reference o tional Al Koot I russes, fort Fierce, I-L 34946, designLaltruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:52 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-YmmsiD01DQQYx9KoB3o2bTomS8IEKEzCcZPRR67ylgxT 4-M 4-0-0 ennR-i' 2 y a 0 I2x4 n 1.5x4 11 I I LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 12 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s) 1, 3. BRACING- TOP CHORD 7) This truss has been designed for a moving Structural wood sheathing directly applied or 4-0-0 oc concentrated load of 200.01b live located at all mid purl except end verticals. panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. - MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min. 0-1-8) 3 = 131/3-11-4 (min. 0-1-8) Max Horz 1 = 64(LC 8) Max Uplift 1 = -54(LC 8) 3 = -76(LC 8) Max Grav 1 = 273(LC 20) 3 = 273(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf BCDL=5.Opsf-, h=30ft; 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=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits between the bottom chord and any other members. . .. 9srnt•Fene mallmka fte'AI lua ltCS3.r'i;.SEttti�jEFII'9s.p.W76E6k ;rm5lnlb!!{'!9!fr'lf;t1t�k IIEltsJll'hro.ra!!kK}v!¢rstised"a rMn1g inn[vsHstmbi[tU.; rd6s StHar;1.?eraeGLli.kkssar SlrBtfut eu. �»rsFinrseskt!n4e26,tt¢ Ys'duaa.4rlL fsslGkesedln ru lPBnknsi ls. trm:e�pkthenFySpsifrybtera) tnaiss urt66repnussnxupwadRr xehs;buteq.rcalrtnypsa!eitn erlNpdt+e shl4Tnss igaelralu i15u1l,mn ma. iaksq.nualrsx,!r>tgs +'mac, urs.l Anthony T. Tornboil:, P.E. ' atnesltllsfnnlamlidnjurore;InsSrLr3MD.w,eEC.rtls �did�SanBeLxlstics��e,bhadedaM ll,et Mai f.b:diemlaNsdiN.lr.gFvde!W1N*1u1W. d§errcs.�sEiys�.mate,btutmnslMo¢�shEkffies:seasiiE�� :80i83 3s tafnlhapaw!(seesN Itmssnasm4el`.7atMlrxGumiluk'mnd6a'taiiilegm65asirh'acr9cs�}lSh,ldtiss:dtl,7leslShlmsAataelfnrrrel�ilese, iMI k!mes3e rego-s;ak'�rtsesllFiss6+tms&s�se:irn@eiahraeant"nss km,7srtna.edess r3atlsek!aetFleCeyds;rntftnisaeiytl rataaes inheL tlrtnssresip&laeabhl!3etRlbt esysa aT�ss:rmais;aradsxyldtiy, Siotaadt4asmes tfrzlalFt7. 44515tBlvd. � FO([ Piercce,,FL FL 34946 Copyrir6102016A-I Williams -Am6eey�Llembo111,P.L Peptedartionoi this dnmmcot.ismyromisprob3bited.AhoolThe sri!tmpermissioehomA-1Po hom's-Aelheeyl.Tomb 1101 IN Job Truss Truss Type Qty Ply A0141982 XCAS6512B V06 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Thu Nov 16 08:09:52 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-YmmsiD01DQQYx9KoB3o2bTmLbl8oEzCcZPRR67ylgxT 4-0-0 6-0-0 4-0-0 2-0-0 91 0 6 5 7 4 2x4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.00 2 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.06 3 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight: 18 lb FT = 0% LUMMR- 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 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 = 6015-11-4 (min. 0-1-8) 5 = 39515-11-4 (min.0-1-8) Max Horz 1 = 104(LC 9) Max Uplift 1 = -114(LC 23) 5 = -248(LC 9) Max Grav 1 = 233(LC21) 5 = 567(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-329/710 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opst h=30ft; 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 8r MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=114, 5=248. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 6uq •Berst�ra�fyft•kaflt'Ad lax IEOi'>T('Stf19'y(�Ht[€iWlf C0�Ed6tlSPJI{'F6!9'}sC7NO1<i6GY:M1'Ma, In6lksssrnr.Easdndu@sa [ts innE+,:itxa:+igit0t';sai6e kusas, l.fsniot6,/f teM:mSkdldnt ne. kNs: dasrr:in �tln3t T9,gk wta, irttssdteNnaMixl[�xNsfi3esti MpF{unie,reuEr5;rsu��s:rxcriCOnpnuar.rfladdt€f�,nd+goeerig gm3aetoWt<dpdGdrylsLntipktr(aien6uh.�arliva�u slrozailsta ,sva6 Anthony T. Tombo 11.1, P.E. a.edw,mc,MMs.inner,[ffwsmo.a,�ewsa�pm>�t6sa��«,n�rnd6t:rr,arxmv�de<ep,a<attun,yRodd6n�w�:idlaud6etu:Lsminrzpk7ilkorafhaspkCk&rep.a:trd #80083 fletdaq'1imvswren. anmrsnw®fl<P6aaesrnas aipal:5cndrtetsrJ�Gspaersd+r tdaeanntsr;Mt�sw�mesiir�nerdne,w6aps-.net�lua. miAvesatmlu.r rtnsuttandiat ss r,sr�m, rn,dr�.r�paev w?R:sraamax,,�tess 4451St. Lucie Blvd. ohratuNlyd4ft[aw.Mtyndetsl0'nti+)F}d;rerni,d•K Btlms3sstpr ,Ee-at•. n60t Aefmnl:n;m,niussltdentqumdmh€L:i, S;ujia#e(Me!tntsis°edgt(FL Zt Fort Pierce, FL 34940 ropyri6it 2 2016 A-1 tool Dunn-Anibony Llemboili, t.E iepndudion oltbis datomear, in any fem, is praNyd d.Abaal tAwitien pmmissma hom A-t Rod Ifnssts-Addayl, lombo lilt M JANUARY 17, 2017 "YPICAL HIP / KING JACK CONNECTION I STDTLOI I CORNERSET GENERAL SPECIFICATIONS I 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 i Nails @ TC & 24" Strap w/ (6) 1 Od x 1.5" ea. end @ BC I I Attach Corner Jack's Attach End Jack's w/ (2) 16d Toe Nails @ TC & w/ (4) 16d Toe iNails @ TC & (3) 16d Toe Nails @ BC BC (Typ) o ti ttach Corner Jack's / (2) 16d Toe Nails @ TC & BC (Typ) I i I I Las, tkstekr>f+!iii;�t ttt LILAC?;li4SFSj �fl1EY}Gk'Tiltlt�St<BtDI^ai�4�i.�76�3�f�+d]T�a.4p(tks>istee�mfdmtaksair l:�si hupka»{s'ti�uj�ls� T m'ai3,tLt�rs5! �k�ii # setis.uG+t"�etGLcd( ;. � •••�� �artme'aitttssfetliegdknMT3Uit:�Itettixtnipie}a!s4it.slKsrytt#em;'G wtltsagitOsryreNdsmsmepsetdktpdn;tmdee; rain,vvtglic+�l�.�raf+�t�ktmdry�Ctrs eerau/�imt rreununrgns;ed�gcae?+eas.s,.kq AnLhdn�T Tozrt�It1 F.E,.��' Ai:; mdlaYsia6 atml ra cie�dxmlAtwmtiiarenrkrLi,i.S�gnq�v3dif€ witemvz .m � x�d T.Tnssfl: S+Eq .rbliAi Eslra�Desgzr,wimf S;iatn{Qeedw7¢ tttg�t^i«as . hi3�wirk7 ��'(�ry'rrg5t�2DLEA•1:RtoSLesses.'AstSamjt:fomSc114P.Ei&y.scAnciQa attSisdammta:,ia eeytorm;ispra3sheeerit6u7t;lt rim�perasss'sssLtm4,lia�basus AatleevFi�rmP.L - - FEBRUARY 17, 2017 • J A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE SLOG. 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 ENOS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES @ 24' O.C. STDTL03 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - lOd 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 (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH \ DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: 'ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' D.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS "n in STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING 'N GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS ❑ETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / J U LY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 I 772-409-1010 I REFER TO ACTUAL TRUSS I ADDITIONAL PIGGYBACK STANDARD PIGGYBACK TRUSS STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. :K TRUSS - DRAWING FOR INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TOJ EXCEED 24' O.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 OTT-IERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. ::• ... •., T,.,B• w�'jzervrr@:'t�IgM:tt#�i'ise.it'y6dfOstilY4ttai[�Twa3f@NiJI{F9it'jl€f10&?:Oe,:;lpi�a.ia[7keptar.�rdsatsY_�f Ad4lfiif[�ST*t x;R�irdG ir.�tT<i.sC#ti tt=eaeiret6t€eta �ksria+wei:slaSS TJ[t ttt;. :: R:eicsw[Sq�itdetk�et�f€ettarlk'r�,'l9eivnt�$tgr«,(:t.stt�l�s�an;r75�=c�mcrraeust6spd+sswndesyawga�+sfe.srtai�t+aysf�i�ywixc�p�-ia�l2susda6i5lraazW:uu-ians;6d�mLiaes'Xp.:...A�a�yi TomboU['�DE.:' ids,¢a7mtaeikdtielisaentpfi�Eftd4ts�r�a:mf:eta=depdk�toa�paf,��,eo,fatnaa,rr.i�araa�w7t�mn�drrt.�:asstrzsstms:nt,ear�tfsa�.�f�y:i��aE:.,,ws�.gt�€k�fatra�f-}r 59063.. :. �t€-uFsr.3 �sc�dlers zsa6l;£'^mi4es�d€>±7rotef�la�GegraeSdtr ahrtfim;t.'4;�zudNfirJRFlmzdren!'aft+IfarSts75snf{sn�.,.asa3fa�ddel�rs6+sgntmfi��gse�aiF uVa�lckax a3�sr ;, x's.xtkttttkulw. ed.pen M;+t AfeM�neeSeL tki ss€esgtga�'r,�7tyetce7tetire,n lrafsStsefg6ntSaryt4^ddau fef'MeinIlfl.. 5 ...•. ., ..., I ..... .,................... - f ....,. ....... .. .:.. .... .... �cr[: Perce�R 34946 ;;::. •••• ��(acixiaNJ271W"fieotliustes'Ai&ATlihIu:P.E� Itn(4vaincsd'bisdotoseertin¢xrt.ra,isuoEr3'edr'e6mftpevriaeooualsuoahoafAdt:,tTiassii As`7hwrT:Iembelll,P.L'zzz1izz: i:;;r:.::;;:�:6,• ...` .......:...:... ... JULY 17, 2017 A-1 ROOF TRUSSES 44=+ eT t uric ml vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 GENERAL SPECIFICATIONS: ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. 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. .E END, COMMON 'S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. '. ..,. :;. �ax�?4sit{aavphstnts�`t�it�JitiY�[�tL!Y;b3£ikiil�ASaSblpiEt•SS6sG@;t44";Yti%,�(9�Fbl'Esn.tnt±.'.•tiPtseatktsettda+�aCxL%ss+P'�rre .. +-+ � - tE�'1a^p�t �ad?.7,crtE;t_!€�xt*tt - to �nexesx sCtdttSt l3 sa<! �.••.:::.� :::-:::: ..... ... �:.: a,dais, t! ts4cinue4irtt'9pn6tt�,�dtiC^nttipiiywu;ir„pt iy p;�tuatcawi.4tgtstdsman:�td prN,tsuaea u: nsptsR ta�erc�tdrttsag+iiidtpstlm3tikaErdd Fitp.�tgricsa°anti;krt� nmt,:•mkap ::'-ny7.TbmboIFi;P.E.;:: ., euszca�n?.r.,Era,iau�r,,r?to.�,,�at�.:tt;caa.�„�Mt�•rgtg5_aim.�,��,t�,w:d��,a,nt�itt�?s�sp:thd>�t rt:����tip,a?�?aimud�gt�t�aw6.�tt�at�E>zadt�l��ra�,i;�� :.::�i ; �:. .'80D83�_:.:'::.::'�: .: - .. :: 6tr;,gk+:gevxttnvea%d•'IaFiti„tat"mtY i'Dw'Rtpt�cm{+�ptrosd�tta�(aaptad3ceftk-'cis':+hm'�'7tatfiski6t1Y.a65�t cera5rtatdbt�Ed taiczt lNttvtltrts7rt rt�ataelf[esd3ek s6exfat T'tti8t,yt4:evadtrtsikaue•^sr+rt..tts .�$1�$t LUCIE BIVd..';':.'.. :. dtmst ls5�t,rttaa3a7ttitpanihnikttap2ttsaittiti,ictirtn i•ttapgatetxiYtitlatfnt Ctisz,r,nTnn StntnFgetedaat take lLgiv^da st iit•,£�ia$i-!. . .... .,. Fart P;Area; fePYFip3ti¢SOFtA�liaofLn}ttypbn6rapLTam6altl,Pi Lptalemaaoldsnda:¢csaymeapiatat,tsptnki"luedaakoathe nttteope.misuanhamA-IRocl6eues�M1aiG;aplaerkai[4P.6:.::.?.,..::;; ;_:;•;:�;.:.:'ri•i:�::'rii:r'• I5 JULY 17, 2017 1 1 TRUSSED VALLEY SET DETAIL I STDTL06 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 •i vA.. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN �I DRAWINGS. �I 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT .... _.......... -'- —-""""""' TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS -01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772.409.1010 1 TRUSS ! t BASE TRUSSES t i VALLEY TRUSS (TYPICAL) II I ry II II I GABLE END, COMMON TRUSS, OR GIRDER P F 12 VALLEY TRUSS TRUSS (TYPICAL) s, SEE DETAIL'A' BELOW (TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH NAILS 6' O.C. WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING I EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 I 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACHMAX SPACING = 24' O.C. (BASE AND VALLEY) SYP O T WS3 X 3') WOOD SCREWSHE ROOF W/ TWO LISP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. .. ;,;,;;�;,NafyErsfa,Gsapi7sn4r lk'i(I�Cf1f7SAf:fI$6:iW;(I1�iIuR'i+`.�P6iC'iTSNT[dii}AiKl04i:9.NU7A=G fAefit4`gsiN1#t!ln PiRtiaYl iiA'.l1F:ip::5'Ck..,(i@tTik{Ev 1d�;f,i4vgGLP.EpG'°F0.1ku16tM1nr �dki)dl�rA`iW?tls.Fr.{¢I`�. `.'::`:':"::":.::..'...:.: ::'.. .::1FRensxshzp6ass66Y[wikfroRQfck 7ii1<fliPN'7iLrjmr(e,sN.�Or�ara:wiewr�n�ss�i�i>rgbaesma�ssrssd�s,�r,�,z�ar�aaezngsd�a>a�ermair�ertnes[ss!�iomtn inau�rs�.ri:iaemm..sa�^r7, '�}haTYT7cmbolii�D,E.;;; sdwfdnaUaerm71a�7s nspn:3iknQbCrxi4a7.m'safEv�dst9v5tYaifa;C�tgs�,nivnwDdia�,6elM.teeMPvdM.isistliodR;1.tslgpsz5te�71'elbrAtN.sedt3eLyu,svl.'ail'aL.,Cseem�39ncivnaq�kSasssryral�d .3$0483; :: 3uWeds4Fvug: ,esesx 1SreYxia9nllF'rt7 Fnf,'esvd5i:a6uidSsL Sx76eptt+m' gbti€Asm'1'wt ll7 fP a3 Vaess�eaii6r p^cd� cn.4li=s'eskenWe esffiGEnd6slre•sMtiu'k+......ExmMsudalxu i&aii �5vrs£a9b CUt^14+dxp9 '"�i9d` Rsesami Id knsCiss�4s�axcpf!iei%s�t upll.v L�lS;uai�ed, eren7dag iBs�iHM aeiiiesimit'a ..... 445i SC fUCi BWd ;'� ; (apy7s;tf 2JI6A;t.Fcafisasses 4nt a f }ectalA;PE.t:pseEsaroaeft4isdu<erteat,iicaytrra�,isptabi6 dN'tAuelFserrintopncasssaniromq;lt .lTsnssei llaG.A ..... i... . rtsLP�7[e FL 3 44F ;: JULY 17, 2017 J+ y, a ash' asi A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( NJNO DESIGN PER ASCE 7-98, ASCE 7 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF'HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORL#TOTAL LOAD = 50 PSI MAX SPACING = 24' O.C. (BASE AND VP SUPPORTING TRUSSES DIRECTLY UNUtK VALLtr , rtussts onus i eat 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 SPFS SPECIES LUMBER. SSED VALLEY SET DETAIL I STDTL07 HIGH WIND VELOCITY) FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) ono acpy.t Sri nrdsar[nr(sla�s�ma 9dua�uarr�[rrc;raar[[rraKa�Yn+;�ae assiruil,l(r�oaailtrs5:rtrtxissrma„ tsr.Fusr,�a.#.: , I,R sai,mi45casHk,dhkeTPlb)a rc3l taaTm,t�,'a'+, [yc (ae.S�van. [<{ian}6laxtnntmUl }rz=yesmang' sri� auudspr ayls�e_i 5i6�8es obi et,nNpWlnralPSa.'�a&atiri Gitm .,s+a�Oe,c 6dciruanns.tetdiE,ti.: Ahthon T.Toizbo'III"RE.. i .... Nmc�'rsssito t�sp€s5inymsd.LU irtfCmclbi QamiaW�.cxls•lymfWdti�pEs4ycet,d EyrtdzSviPaIK,b3(mi6rlydls:L^�otamd�l. tuc}�+. Nd1N ifQm2 §ai6rlbFC+E iris sc��fm:�°p.?t�f.oA4c�aied6eio.�s9c6Nta tts{vrau d, . . ef�sa�iequ:iaiosaedwa,tlieP�i;drrz�dmna��r4sryhwgT�ps°Nl�[ttafstTae�WaM?mraaer.:�t:,kWrmtaam3r�ud.atnisQr�ut�,�s�Wna>Wrwaws I .'. �: �� e9nsuN..,m9,k:aCtGSPlpe�ogwro nr�kdrntis z+drsd.t}e1ro:4&.k",+eFgxhnWlfztdi"x70ni�lr,Wl.�fs Slltea L�a�A�ryne&ptYR:�IcN§�matn'wimink?N:.:::: ::.::::':'::: ;; 4451 St Lucie %�'• :: „IFot[P.a:ce; r-L'i34946c.:E�4. ':'(tgjsirh�1016ddlndUnttet,IntSd��T.T SnI...fl, lidni !AilhtB LTem6all!<P.E.: ............... .... ... ....... i:i:.i:: FEBRUARY 17, 2017 STANDARD GABLE END DETAIL is TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS jW/lOd NAILS, 6' O.C. VER1 STUD A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 DIAGONAL SECTION B-B ;S GEOMETRY AND CONDITIONS ARE.FOR ILLUSTRATION ONLY. :E 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUDJ #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACED 6' O.C. (2l lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, 6 3X4= PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK * DIAGONAL BRACING fit* L -(BRACING REFER v REFER TO SECTION A -A TO SECTION B-B 24' MAX.---�� NOTE: I 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 1 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 AT 4' - 0' O.C. G. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED G' O.C.�HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. DIAG. BRACE - B. THIS DETAIL DOES NOT APPLY ITO STRUCTURAL GABLES. AT 1/3 POINTS TRUSSES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED 10. IOd 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 I 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12' O.C. 3-5-10 5-6-11 6.6-11 11-1-13 2X4 SP #31 STUD I 16' O.C. 3-3-10 4-9-12 6.6.11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-M 3-11-3 54-12 8-1-2 2X4 SP #2 12' O.C. 3-10-151 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3-6-11 1 4-9-12 6-6-11 104W 2X4 SP #2 24' O.C. 1 3-14 1 3-11-3 1 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' ; 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90% OF ❑IAGONAL LENGTH. IT OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET I EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 I CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATdiING / (2) - IOd NAILS r — TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48. O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IOd NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL rl FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL I STDTL09 WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% 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 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 2XB 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 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 0 FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS J STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY -8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 11: 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 I 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) - 10d SCAB WITH (3) - lad TO TOP CHORD I NAILS (0131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL ad NIBLS(0131'X3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAP ANCHOR TO ATT TO BOTTOM CH ATTACH TO VERTICAL WEB WITH (3) - lad NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. ATTACH TO CHORD FASTEN TO TOP AND WITH (2) #12 X 3' BOTTOM CHORD WITH WOOD SCREWS (2) - IOd NAILS (0131' (0.216' DIA.) X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') k. INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS I 2X6 4' - 0' WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) I STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, IGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB TERED ON THE SPLICE AND JOINED WITH (12) - lad NAILS (0131' X 3') ALLY SPACED. TERNATE METHOD OF SPLICING: :RLAP STRONGBACK 'MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - NAILS (0131' X 30 STAGGERED AND EQUALLY SPACED (TO BE USED ONLY .N STRONGBACK IS NOT ALIGNED WITH A VERTICAL). FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109.1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 z .135 93.5 85.6 74.2 72.6 63.4 0 J .162 108.8 99.6 86.4 84.5 73.8 .128 74.2 67.9 58.9 57.6 50.3 z Z 0 J .131 75.9 69.5 60.3 59.0 51.1 in N .148 81.4 74.5 64.6 63.2 52.5 M VALUES4 SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. r� EXAMPLE: (3) - 16d NAILS (0162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 115 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60" STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS -i 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 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 UPLIFT TOE -NAIL DETAIL THIS DETAIL SHALL BE USED FOR1A CONNECTION RESISITING UPLIFT FORCES ONLY., BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVE MEMBER ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE E 3. ALLOWABLE VALUE SHALL I VALUES SHOWN ARE CAPACITY APPLICABLE DURATION OF LOAD EXAMPLE: (3) - 16d NAILS (0.162' DIA. X FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1' FOR WIND OOL OF 1.60: I 3 (NAILS) X 37 (LB/NAIL) X 11 IF THE UPLIFT REACTION SPEC] DESIGNER IS RESPONSIBLE TOI! !�* USE (3) TOE -NAILS ON 21 *t USE (4) TOE -NAILS ON 27 NEAR SIDE FAR SIDE i STDTL12 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 Ul ('7 .162 72 58 39 37 25 J a CD .128 54 42 28 27 19 I-- L7 Z Z OJ .131 55 43 29 28 19 W .148 62 48 34 31 21 J N _J Q M Z 120 51 39 27 26 17 O Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 4-4 31 28 20 M AT AN ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE fANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. 2 TOE -NAIL. ICREASES MAY BE APPLIED. a i') WITH SPF SPECIES TOP PLATE (DOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND :0 ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING CIFY A DIFFERENT CONNECTION. BEARING WALL BEARING WALL E VIEW NEAR SIDE TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 lw-M,4cl TYP 2x2 NAILER ATTACHMENT I STDTL13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 ::: A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 YPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS (4) 12d TRUSS 2411o.c. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIORS FLAT GIRDER 12 VARIES [:�� STDTL14 (4) 12d MAX 3011(2'-6") 3 _2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 ut+�tinw*lfikfc�te.dw�fCn �t�q�:f}firn:o.cgtgw Nh:�aar�nax��K�H K pua.`7tetot.gfamwit.irn kpm! ���. m.ini �: r!as'<t�.i,�.o znsd=f Agtrt, 'fY T. Tom5o 77I.. P.E.�;;" Mafifpil `r Fs 5ei h` CbtC 6eC acwtddtl.�v i�gded6 Tn qn iYrni^Cmg3J! dtlei IzFe/e}bsEq m, <.k4wVs[em.l+sirs stnr�a.-ril.. _ �_8DD83. ,' RfCdl"4Mgel,d.aaxx FSrtkd tbia3Nfn pfsu ilpid sxmt,Ny(msafidr.taysxew,R�R}.ii,deei.'A 133:1 _dn da.}rndpaa -.i7�S kLrat fr arcs dl,nf ,nhe w.:upx:LfuM Ftgttnmi t•.ssun.,m, .weie •. �5ur3xlA kfW ! 6.ra(F prep a.d.K T_Im Rv�[ ens iC 9ad syN[yny i fir k;Et¢me daf 111�lRdfa q!# fpfMf .... 4?SPiefM.FL' 3SAW. .I •. ( Fa}� Pierce, FL' 389C6 t paigF.y�3Dl6p l,P6uf6usits AalScay,( Tt oI14P E:&ptedc�arsoitlii'duersn4rrtomj,(kror �spio4Etel tifiuol �Eefnm �e�ass anfiomkk Peo(trasue:AnAeaXT Sa�nfrnG4;P,E: STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15 FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES :.: C; ��. TOTAL NUMBER MAXIMUM FORCE (LBS) 157 OF NAILS EACH SIDE OF BREAK X (INCHES) LOAD DURATION SP OF SPF HF FEBRUARY 17, 2017 1 I SCAB APPLIED OVERHANGS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSSCRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2XG PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION I NOTES: 1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd COMMON WIRE NAILS (148' DIA. X 3') SPACED G' D.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. IWHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO .AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X I SC O T E: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO 13E USED WHEN OVERHANG HAS BEEN BROKEN OFF. IPORTANT IIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD )ADS NOT EXCEEDING 50 PSF. :USSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE. SIZES AND LUMBER GRADES STDTL16 J Jw J� A-1 ROOF _ TRUSS S A FLORIDA CORPORATION Important Notes'/ Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced,in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood .Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2), All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and ' bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building 'designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com usp STRUCTURAL CONNECTORS` A tv ak- Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP —Label— —Stock-No— --Code_Reports_ 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 —820— —510— (4) -10d (Header) FL821.39, (-2)-10d-(Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - - - _ (4) -10d (Header) (2) -1nd (Joist) T2 JUS26 1881, 850 975 1060 1115 (4) -10d (Header) . FL821.42, (2) - 10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - - - - _ (4) -10d (Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 - (22) -10d (Face - Face Max Nailing) FL822.36, (6) - 10d (Face - Top Max Nailing) 08- (6) - 10d (Joist - Face Max Nailing) 0303.06, (6) - 10d (Joist -Top Max Nailing) RR 25836 (4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6) -16d (Carried Member- Face Mount) (6) - IOd (Carried Member -Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face - Top Flange) (4) -16d (Top - Top Flange) THA1422 1835 1935 1835 - - - - - _ (1)-10dx 1-112 or 2-10dx 1-112(Carried Member) (20) -10d or (2) -10d (Face) (4) - IOd (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) -16d (Face) FL13285.35, (12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 y - - - - - (11) -10d x 1-112 (Carried Member) (20) - IOd x 1-112 (Carried Member- Max Nailing) (20) -16d x 1-112 (Carrying Member) (10) -16d x 1-112 (Carrying Member- Max Nailing) us N01 STRUCTURAL CONNECTORS' A Mffek' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - - (18) -16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 - - - - _ (14) -16d (Face) (6) -16d (Joist) HTU26-2 2940 3340 3600 2175 - - - - _ (20) -10d (Carried Member- Max Nailing) (20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) -16d (Face) FL13285.35, (16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - - _ (26) -1Od x 1-112 (Carried Member- Max Nailing) (26) -16d (Carrying Member- Max Nailing) T7 THD28-2 1-781, 3950 4540 4935 2595 (28) -16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - - _ (22) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - _ - (26) -10d (Carried Member - Max Nailing) (16) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - - - _ _ (14) -16d (Face) (6) -16d (Joist) IR usp STRUCTURAL CONNECTORS` A MiTek' Company Haneers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF HOIST _ 160% LISP—_ Label Stock No. Code Reports 100% 115%— --125%-- —Uplift— 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 -� --_ �— (28) -16d (Face) FL13285.35, (16 OS d (]oist) —� 06- 0921.05, RR 25843 13116-R HHU548 4210 4770 5140 2000 • - - - - _ (22) -16d (Face) (8) -16d (Joist) T10 THDH26-2 1881, " 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 - - - - _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) - 10d (Joist) 06- 0921.05, RR 25779 HGU526-3 4355 4875 5230 2155 - - - - _ (20) -16d (Face) - (8) .16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36) -16d (Face) FL821.77, (10) -16d (Joist) RR 25779 13116-R HGU528-2 7460 7460 7460 3235 - - - - (36) -16d (Face) _ " (12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36) -16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - r - - - (36) - 16d (Face) (12) -16d (Joist) r �r w Fastener Comparison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners (4) -10d (Header) (4) -1Od (Header) - T1 JUS24 LUS24 (2) -10d (Joist) (2) -10d (Joist) (4) -10d (Header) (4) -10d (Header) - T2 JUS26 LUS26 (4) -10d (Joist) (4) - IOd (Joist) (22) - 10d (Face - Face Max Nailing) (6) -16d (Carried Member - Face Mount) (6) -10d (Face - Top Max Nailing) (6) -16d (Carried Member- Top Flange) - T3 MSH422 (6) - 10d (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) - 10d (Joist - Top Max Nailing) (2) -16d (Face - Top Flange) (4) - SOd (Top -Top Max Nailing) (4) -16d (Top -Top Flange) (11) - IOdx 1-112 (Carried Member) (18) -16d (Face) • (12) - 10d x 1-1/2 (Joist) (20) -10d x 1-112 (Carried Member - Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) (18) -16d (Face) (14) -16d (Face) T5 THD26-2 HHUS26-2 (12) - 10d (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) -10d x 1-112 (Carried Member - Max Nailing) - T6 THD28 HTU28 (16) - 10d x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member- Max Nailing) (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2 (16) -10d (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 THD48 HHUS48 (16) -10d (Joist) (8) -16d (Joist) (20) - 16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T11 THDH26-3 HGUS26-3 (8) - 16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) -16d (Joist) (12) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) -16d (Joist) (12) -16d (Joist) ♦ 4, USP STRUCTURAL 1110 CONNECTORS I A M!Tek' Company,' y S l - it S Jj JUS24 JUS26 MSH422 TH D26 I TH D26-2 TH D28 y F A r { e' TH D28-2 TH D46 - TH DH26-2 j cr :Y r` THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for reconunended repair. 2. If there are any special circumstances (sheeted, ductwork. or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use aline to denote the r MISSING 1 DAMAGED PLATE: 9 exact location of the break .. i Circle Missing or Damaged Plate f 3 rr a & 7 8 9 T1� 11 12 13 0/rI��. 1 . ALTERNATE/ REXASED BEARING LOCATION: � � ` _ 7 Draw in new location of bearing, and provide d ime n s io 7 of rss location MISSING PIECE: Ifthere are multiple breaks, resulting in missing a: SPLIT/ CRACK: Denote exact location of damage, and provide length if greater than 12" 1" out of plane TRUSS MODIFICATION: i,, ? Iftruss is too long f short, provide detailed ; sketch and provide dimensions as needed_ r' MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate BREAK: Use a line to denote exact location of break DEFLECTION ! CROWN: Denote exact location of ivhere the start and stop of the issue, as well as dimensions ofwhere the issue occurs. 10