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HomeMy WebLinkAboutTruss Engineering Ooms Lot 1,_— i T'd I Sim 00 0 LO CD U) • W U) 1 0 FMOI (D CO 5; W —i W 0 CD U") T - z W 0 w 0 U) 0 Z_ Z Z � w 0 0 U) WU W W 0 0 3 z 0 D 0 o 2 co P: 0 -j I Sim 00 0 LO CD U) • W U) 1 0 FMOI AA®. Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 t ®_ /�®� F These truss designs rely on lumber values established by others. AMW -TRUSSES A FLORIDA CORPORATION RE: Job WRMSCM1560B1 L JOB #80488 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block: 9600 SILVER SANDS DRIVE Model: CAYMAN 1560 Address: Subdivision: City: FORT PIERCE County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 0.0 psf This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name_ Date 1 A0286690 A01 2110/20 13 A0286702 A13 2/10/20 25 A0286714 CJ5 2/10/20 2 A0286691 A02 2/10/20 14 A0286703 A14G 2/10/20 26 A0286715 CJ5A 2/10/20 3 A0286692 A03 2/10/20 15 A0286704 B01 G 2/10/20 27 A0286716 CJ5C 2/10/20 4 A0286693 A04 2/10/20 16 A0286705 B02 2/10/20 28 A0286717 CJ5L 2/10/20 5 A0286694 A05 2/10/20 17 A0286706 B03 2/10/20 29 A0286718 CJ6 2/10/20 6 A0286695 A06 2/10/20 18 A0286707 B04G 2/10/20 30 A0286719 GE01 2/10/20 7 A0286696 A07 2/10/20 19 A0286708 B05 2/10/20 31 IA0286720 HJ7 2/10/20 8 A0286697 A08 2/10/20 20 IA0286709 B06 2/10/20 1 32 A0286721 HJ7A 2/10/20 9 A0286698 A09 2/10/20 21 A0286710 CA 2/10/20 33 A0286722 HJ7L 2/10/20 10 A0286699 A10 2/10/20 22 A0286711 CJ3 2110/20 34 A0286723 J7 2/10/20 11 IA0286700 I All 2/10/20 23 A0286712 I CJ313 2/10/20 35 A0286724 I J71- 2/10/20 12 IA0286701 I Al2 2/10/20 24 A0286713 I CJ3L 2/10/20 36 IA0286725 I J7T 2/10/20 Fire truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Manuel Martinez My license renewal date for the state of Florida is February 28,2021. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components for any particular building is the responsibility ofthe building designer, perANSVrPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as'Structural Engineering Documents') provided by the Building Designer indicating the nature and characterof the work. The design criteria therein have been transferred to Manuel Martinez PE by [Al Roof Trusses orspecific location]. These TDDs (also referred to at times as'Structural Delegated' Engineering Documents') are specialty structural component designs and may be part ofthe project's deferred orphased submittals. As a Truss Design Engineer(i.e, Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibilityforthe design ofthe single Truss depicted on the TDD only. The Building Designeris responsible forand shall coordinate and review the TDDs for compatibilitywith theirwritten engineering requirements. Please review allTDDs and all related notes. Page 1 of 2 Ma rt 5EF6 A5 FB3 18128CM ID U B4 4EAM CA Manuel Martinez, P.E. 4620 Parkview or St. Cloud, FL 34771 A,FLORIDA CORPORATION RE: Job WRMSCM1560131L No. Seal # Truss Name Date 37 A0286726 _ T06 2/10/20 38 A0286727 T06A 2/10/20 39 A0286728 T06SGE 2/10/20 40 A0286729 T07 2/10/20 41 A0286730 VM08 2/10/20 42 A0286731 VM10 2/10/20 43 A0286732 VM12 2/10/20 44 A0286733 VM14 2/10/20 45 STDL01 STD. DETAIL 2/10120 46 STDL02 STD. DETAIL 2/10/20 47 STDL03 STD. DETAIL 2/10/20 48 STDL04 STD. DETAIL 2/10/20 49 STDL05 STD. DETAIL 2/10/20 50 STDL06 STD. DETAIL 2/10/20 51 STDI-07 STD. DETAIL 2/10/20 52 STDL08 STD. DETAIL 2/10/20 53 STDL09 STD. DETAIL 2/10/20 54 STDL10 STD. DETAIL 2/10/20 55 STDL11 STD. DETAIL 2/10/20 56 STDL12 STD. DETAIL 2/10/20 57 STDL13 STD. DETAIL 2/10/20 58 STDL14 STD, DETAIL 2/10/20 59 STDL15 STD. DETAIL 2/10120 60 STDL16 STD. DETAIL 2/10/20 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. Page 2of2 Job Truss Truss Type Qty Ply PLATES WRMSCM1560B1L A01 Roof Special 1 1 A0286690 13 = -430(LC 13) Max Grav Vert(CT) 2 = Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:19 2019 Page 1 ID:ld OOXyyT61Bi_TXoljwHHzefvK-2I8fYJnpGc_vBM26RoYxtr?JYMMRoukl5GyOY9ydOxc ,1-4-0 74-0 11-11-2 .13-8-015-6-017-4-1.19-1-6 24-4-0 30-10-12 38-0-0 394-0 7x10 MT20HS 2x4 11 6.00 12 3x6 = 5x6 7x10 MT20HS= 2x4 II 7 8 22 21 18 17 15 3x6 = 4x6 = 2x4 II 2x4 II 4x8 = 3x6 = 1,5x4 II 3x6 = 74-0 11-11-2 17-4-1 19-1-G 24-4-0 30-10-12 38-0-0 7 4-0 4-7-2 5 4-15 1-9-5 5-2-10 6-6-12 7-1-4 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,0-3-0], [7:0-3-0,Edge], [10:0-8-0,0-2-8], [11:0-3-0,Edge], [17:0-2-12,0-1-12], [19:0-5-8,0-3-81, [20:0-3-8,0-2-12] LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 7.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 132,64: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2, W6: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 10-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 13 = 1490/0-7-10 (min. 0-1-12) Max Horz PLATES 2 = -138(LC 10) Max Uplift 0.53 18 2 = -377(LC 12) 13 = -430(LC 13) Max Grav Vert(CT) 2 = 1490(LC 1) 13 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1666, 3-4=-4163/2474, 4-5=-4061/2489, 5-6=-4033/2514, 7-8=-254/176, 6-8=-5646/3203, 8-9=-5890/3353, 9-10=-5842/3342, 10-11=-1997/1402, 11-12=-2105/1392, 12-13=-2688/1678, 6-7=-270/191 BOT CHORD 2-22=-130312308, 19-20=-1752/3602, 9-19=-296/266, 16-17=-1338/2336, 15-16=-1338/2336, 13-15=-1338/2336 WEBS 3-22=-1339/845, 20-22=-1523/2709, Dead Load Defl. = 1/2 in T N n � r; 4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.91 Vert(LL) 0.53 18 >854 360 MT20 244/190 BC 0.96 Vert(CT) -1.0119-20 >452 240 MT20HS 187/143 WB 1.00 Horz(CT) 0.58 13 n/a n/a Matrix -MS Weight: 224 Ib FT = 10% WEBS 3-22=-1339/845, 20-22=-1523/2709, 6-19=-1278/2608, 17-19=-1134/2387, 10-17=-1262/578, 12-17=-619/549, 6-20=-335/499, 3-20=-55911368, 10-19=-2209/4464 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=377, 13=430. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard j� F:eas to tJRV view Ma "hi AGf?r-TR(,SSk,Si 4- =Lefap GEt1Eik:. TERldfi artcECO'.xC3TitOtdS S,:.15TfiMCR (`AUYEF')..CKtJOikL �.CAiENt^fmm aiy 6eex�rtp fern ,sd d tntsF Jasg ?..a r(Too).' ihz !l l F.: -e, '!y £fg nax rlCe sheet Lal U 7cFs esh4 st M_dsrs ih 3£D aKry t .a-�necfpr laces ,.ts7 hz u r9 fi fha T�L� is be aa'.:d Ana P Eng "A { A?" �tY E z 1 3 Rhes t �,aeo�, a vor utKt t d.igxma nst�=� d-01,-. -- -TOD —. ,Ta! e Th,de­­p1­�s ter' to p , r,. Manuel Martinez, P.E. a — Tth a a<ah i s.�ortb s r«ara��� Asn .�t".�dywtf #047182 C+s^tar, the Qxrcrcx' vit vznd try'aisi 'J a BoiY.lmg On yrro , c the caM t oS t!xi inr, Itx ISG, Wt'si bvnld�np coda�s!W T'+3 1 The aty... t t m TJ6 e:ed yfwh3 use ui M T +u3 d h J t,,.sipz� ta.aM✓+wx1 Lraar y shek to i3ta resPona�L±lAy. 6f bu De�.gnar and Cor:Y -`y Aa [tMen.sef aui i� Vrc TGp and the aih^ott ertd gvf ed y a et Ba:Cwnponartt —Xr intannallcs ;BS•.i) puix std 6Y:F#'i ar�d S.,GR sre retarerrxxo for gtmoralfluada..sn TAFt Betas tAe respcnubilfies'and t Cloud, d, FL 4 7 -?tU- tll+ Trus Da h Sae M t G neer aria Truss R I R-tlu teen raFreu d° ed (iY.a C-1-1 eg?eed WM'a Avd by d Pa.bcs 1. ad The Sj+1 §} £rrT is iddT tri» $vit&ng Osxgne w Tess Systnm £np�iear of a;ry t+vuidirg. FII St Cloud, fL 34771 .^cPe:stsed tsm,sam asdefnativ,:TFil4aP}3rite1flISA iRm{'(wses-^ntrevdact.m et ibis dawmont many tvrtn,t prrAxd„4 rv--I Ua �¢¢pprmsstanAA-1Rxf :eussas Job Truss Truss Type Qty Ply in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 A0286691 WRMSCM1560BlL A02 Hip 1 1 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.81 17-18 >562 Job Reference o tional A-1 of Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:20 2019 'Fage 1 ID:Id_OOXyyT61Bi_TXo1jwHHzefvK-WUi1IeoR1 v6mpWdl?W4AP2YT4mkiX03vKwix5bydOxn Ti -4-Q 7-4-0 11-11-2 , 15-8-0 , 19-1-6 22-4-0 , 29-3-14 38-0-0 59-4-p 4 4- 7 4-0 4-7-2 3-8-14 3-5-6 3-2-10 6-11-14 8-8-2 6.00 12 5x6 = 2x4 II 6x8 = 2x4 11 a 7 R 20 19 16 15 " 13 3x6 = 46 = 2x4 11 2x4 11 5x8 = 3x6 = 3x6 = 1.5x4 II 7-4-0 1 11-11-2 LOADING (psf)SPACING- 1490/0-7-10 (min. 0-1-12) 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.41 17-18 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.81 17-18 >562 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.48 11 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 62,64: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3,W7,W6: 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. WEBS 1 Row at midpt 8-15,10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 11 = 1490/0-7-10 (min. 0-1-12) Max Horz 2 = -139(LC 10) Max Uplift 2 = -378(LC 12) 11 — -378(LC 13) Max Grav 2 = 1490(LC 1) 11 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1664, 3-4=-4164/2474, 4-5=-4062/2489, 5-6=-4171/2629, 6-7=-4081/2370, 7-8=-4045/2360, 8-9=-1836/1336, 9-10=-1948/1312, 10-11=-2612/1629 BOT CHORD 2-20=-1301/2307, 5-18=-2241270, 17-18=-145513218,14-15=-1266/2250, 13-14=-1266/2250,11-13=-1266/2250 WEBS 3-20=-1336/841, 18-20=-1516/2704, 6-18=-7461926, 6-17=-561/1302, 15-17=-1309/2960, 8-15=-20681846, WEBS 3-20=-1336/841, 18-20=-1516/2704, 6-18=-746/926, 6-17=-561/1302, 15-17=-1309/2960, 8-15=-2068/846, 10-15=-7181630,10-13=0/300, 3-18=-564/1371, 8-17=-1604/3565 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vuit=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=378, 11=378. LOAD CASE(S) Standard PLATES MT20 Dead Load Defl. = 7/16 in GRIP 244/190 Weight: 221 Ib FT = 10%D j� Y nse to DWY th „-1 ROOF T is E8(ti LLV } Et 'i2i Ii bas rd:GGiD2 A2 U`(;JSTUN k. rSWYE °)ACK 0WLE0fWtN f rn 'Wry par t d d b M t 1.ha Vuq 'dfhe f1\ °yE 4 :eSe rn ltze#- i U sdNFkrs- s f -d - 7n TDD, nf�i �neetmp! hs h 1}_ us df. 1fi T001ob d � A .En9 ✓3f� aYE g -. R fh i ­yT 3 is Manuel Maflinez,P.E. .4�i esX a'th {nee erg n gorv..zbl ty:i § 3ef TP i TY q .ag oIp '2 3 .if u �xlAt i onh3 ? f h'ny6 ,ding ,1be r' -s Po S Ellie. 4647182 'Amer ,F CNmels vlE d dont U H IJ,pD g ih M Its$tYe fn(7 }he 1H6 b.yib ti g�de's;dT`+11 TMs z+pry SHt 3�D avd fv3d +e aFl eT W u,7ie�A dl 9 ro24"ilo 11 Mrn-a sJ Fua d5halF beg z+o _ .lIl v`, 25+3 (du,gD Sig dndL :1*p AI ( i ul SGP: bnd Nt ¢ h dg .d1 -bJ tY �vruung C,o?npa IS (etr l�rr L (BSi`.�)..?2" ed by Tp:. dSHCk sef ed iar gene Yg tl 711dfi "i pcn tro d 4620 Parkview Dr 3a1 i{eD y eS Sp fait' Er a;:dY ss Jdewfu 1 mhl 1 E +bq-a Cw Iwai s2 id vyani lingip spartEs ved TF Sye.;g'4Y i!C? YxH Aag De.>g esS,yv! zEiBh.eer rb ybv.d ray_ Sof $f Cloud, FL 34771 •C«>:x:dlatdiorrna a. -e asdFAra,Cvy'I�z4.apymhl�2UiGAi Rt�2ru�ses—RE^.�iEut3'. of N�,sd 2u en4.nan}io:'rr.z.Ftah8+2ud diM aldt¢SmF;ed pcm4s,ob MF -i Racf smas_s� Job Truss Truss Type Qty Ply in (loc) WRMSCM1560BlL A03 Hip 1 1 A0286692 Vert(LL) -0.33 15 >999 360 TCDL 10.0 Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:21 2019 Page 1 ID:ld OOXyyT61Bi_TXoljwHHzefvK-_hGPz_o3oDEdQgCVZDbPyG4hk92fGog2ZaRVdlydOxm 20-4-0 — 114-0 74-0 11-11-2 1 17-8-0 19-1-6 i 28-10-12 38.0.0 39-4-0 '14-0 74-0 ' 4-7-2 ' 5-8-14 '1-5-6' ' 8-6-12 9-1-0 1-4- 1-2-10 6.00 12 5x10 = 5x6 Dead Load Dell. = 5/16 in 20 19 — 14 12 3x6 = 4x6 = 2x4 11 3x4 II 3x6 = 3x6 = 6x6 = 20-4-0 7-4-0 11-11-2 L 17-8-0 19-1-6 28.10-12 38-0.0 ' 7-4-0 4-7-2 ' 5-8-14 1-5-6 8. 6.12 9-1-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 15 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 17-18 >765 240 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.40 10 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. Except 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 12-16 MiTek recommends that Stabilizers an=required cross bracing be installed during trussaccordance with Stabilizer Installation REACTIONS. (Ib/size) 2 = 1497/0-7-10 (min. 0-1-12) 10 = 1498/0-7-10 (min. 0-1-12) Max Horz 2 = -156(LC 10) Max Uplift 2 = -387(LC 12) 10 = -387(LC 13) Max Grav 2 = 1497(LC 1) 10 = 1498(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2674/1670, 3-4=-4231/2526, 4-5=-4123/2541,5-6=-3329/1912, 6-7=-3331/1979, 7-8=-3683/2093, 8-9=-3815/2064, 9-10=-2617/1630 BOT CHORD 2-20=-1306/2317, 5-18=-206/367, 17-18=-1998/3877, 16-17=-1221/2990, 10-12=-1266/2256, 7-16=-642/1337 WEBS 3-20=-1354/854, 18-20=-1524/2714, WEBS 3-20=-1354/854, 18-20=-1524/2714, 5-17=-891/794,6-17=-363/566, 6-16=-341/795, 9-16=-103/1041, 9-12=-1088/759,12-16=-1453/2556, 3-18=-613/1427 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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 = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=387, 10=387. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 221 Ib FT = 10% P;anse thmwgfu -iaw A' ROOF TaussE6 (� 'LEA'), t•ENERa TERMS aed MAIDM N S CUSTbMER C8UYER-) ACKNOWLEO,3WEtM f-2 y ,j pa r}mad is iA- T i3ev r g (TOO) Atha Epeb3ry Erg -were eh eek t f ¢tt W.. ath s Vdi Me TOO n y A3p a —neMw RlaiR F�'� be .-d ! theTOO fn be d:. Fs a ` V -x "Eng h9 f a --per #Y E"9 i, she � nY 3� rec+�°=r� �+s Manuel Martinez. P.E. soc an -e to mb:e sr na �.n* wora gyhet deey�norfh IeTss ec ed cnfha T00 f ce T?tf Tt exc:<s ri s, wat^+a.o,,,r eon w: ;ur ioe»ofih T tr.,dsrra "panrne*rssuons :h•bro,e #047182 Fun r, Ute Orrnet�i sett ap O l @ V. E h'g pesvy G 4, b. M t — RC, the BG k WWmg —& -d T-11 Th. pp W itt. TOD -d 79,44—.1 T uv-.e.f g h -' mg, et 9. sl.Uhery and lb-a,V sf.V bet K�gt-utf :ana Desig ❑ cors s ax r :se:.an ve TOG end s=,e a�a.-Hees �.,a s�aeunez T r. V. w , C«:+o«+ d career rnr >r.:n ;BS+ ) vue:sr,ea be T. ,c SSCA.gre refe.er<-.ea to> gc� a rssau+,ce Tcs-i aerw<es tt+.e vo >nw s ss,a 4620 Par�ew Dr m l rg, T— D `� ro r, s, P, € g,',.,r �;e 2016 t+>I P efiT. yes mner«da 0 tbi, by 4c j, n a * n Mme *y en v s+v P ei az�cF:"sr � s rwaT e„, s�mmryoe"­ o -.ins$ ays�m Ersg�s+nr any ew.d�: xu SICloud, FL 34771 -cap..a{:ee terms a%o a. v' TP, tw,> �r;F02ufaa sRaos7mssor.-Reuczcnu��e ancvmem,mary fn:.:s csnr.�aaa wiMo>stg,e �aneax*n+�sF�noma-a RxtT.assaz:•. Job Truss Truss Type Qty Ply 2 - 166(LC 11) Max Uplift 2 = A0286693 WRMSCM1560B1L A04 ROOF SPECIAL 3 1 1490(LC 1) 5 1490(LC 1) Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:22 2019 Nage 1 I D:ld_OOXyyT61 Bi-TXo 1jwHHzefvK-Ttq nAKphZXMU2pnh6x6eUTdtwZP2?GuBoEB29 UydOxl LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W6,W5: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: 4-7-0 oc bracing: 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min.0-1-11) 8 = 6.00 12 5x6 = 2 - 166(LC 11) Max Uplift 2 = -399(LC 12) 8 = Dead Load Defl. = 9/16 in Max Grav 2 = 1490(LC 1) 5 1490(LC 1) 5x6 T 2 5x6 4 6 1.5x4 W3 3 1.5x4 3 2 7 T 12 1 W 6X8 = 1 N r B 13 11 6 1 v 1 2 14 3x8 MT20HS-- 3x8 MT20 0 —, W19 rh 0 3x4 % 3.00 Ff2 3x4 = 1.5Ni4&4 11 1.5x4 II 1.5x4 II 5x8 4x8 1.5x4 II 5x8 30-9-15 I 9-10-0 19.0-0 27-1-6 2$-1-p2 314-6 38-0-0 I 9-10-4 9-1-12 8-1-6 -0•6 2-8-40- -7 6-10-10 Plate Offsets (X Y)-- [2:0-1-14 Edge] [4:0-3-0,0-3-01, [6:0-3-0,0-3-0] [8:0-4-7,Edge], [8:0-4-0,0-4-121, [8:0-2-1,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.55 12-14 >826 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.04 12-14 >437 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.65 8 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MSH Weight: 200 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W6,W5: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: 4-7-0 oc bracing: 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min.0-1-11) 8 = 1490/0-7-10 (min.0-1-11) Max Horz 2 - 166(LC 11) Max Uplift 2 = -399(LC 12) 8 = -399(LC 13) Max Grav 2 = 1490(LC 1) 8 - 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4697/2907, 3-4=-4307/2635, 4-5=-3134/1852, 5-6=-3134/1852, 6-7=-432112660, 7-8=-4676/2926 BOT CHORD 2-14=-249014232,13-14=-1906/3619, 12-13=-1902/3644, 11-12=-1905/3647, 10-11=-1916/3622, 8-10=-2507/4245 WEBS 5-12=-1338/2394, 6-12=-864/801, WEBS 5-12=-1338/2394, 6-12=-864/801, 6-10=-285/576, 7-10=-352/445, 4-12=-861/796,4-14=-280/568, 3-14=-356/464 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 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 Ib uplift at joint(s) except Qt=lb) 2=399, 8=399. LOAD CASE(S) Standard f3 ..,sa Sh 7IwY. - W, M ROOP T USSE$ f ti_ lE& } Et ROC TE M6-di-CtvDiT Zlr a (' 1 TOM r� {'HilYE h,.GVtrGO'Ls6 N.E4 1rr. ry :� ta. eaa N to T ¢s-�an dhdYF {TD a} d Ma s,�;;a^re s -stere v, rteia a IEtsaih c.� a sb T* D ryxxP ew,neHmalat rant „: dr rnaT�o;aa ata D yens/ msgr :�a NE s _:,F u. fa,. -any a i f=ar, Manuel Martinez,P-E. ey ttu vr�? -++Zana n3, oo +,HI s d a.6.tfi ak T. 'i 0.= 'Y,untlar-rvt-r Trzd=-s:a rI 9-J." to mn4 i ffn r e arra dn3,lha P°n some 1/047182 ori-, !r orme{> •sn a ef} use ra aD s mvr'w,r I rfrya iar f�„ lee kip r,vnfr,y ca.} ..arl'E Tm, znra. rtt�xDa enu yr�;a a€m T.,rs ..r n a -g. Arora rteaa: ,a tre �7raii},eo ,pan I14;c 4620 ParkNrew Dr :P: 1.i �fG3 gD 9� dCci I 41 (t N 1rF T6iEi.-andM Ma br `. tl9 I �f.rHB gC ^.,px, fSat ISfnr a4 r 5..f}p b aby T?€ GF f q1o_ pen g d ? i- d h 2Se Ps+^.n4NU ,vd .3d( ria sD & ap nyE & -.,6 6 N tianvtac'.v 1 clfie:u 0 f by i T.vg e3vp- i .�+&?Y tIP%'`'� �' Tt+ SP ^e'.{Y NGT4 fto�larg�, gry �o.;wsaSysF E Smeer } rry01 StCioud,FL 34771 t pt t:ed i-imss!a as dcfinu in TF Copyh3ht 02016A1 fe;-fT se,., T- 1 —'Wt -d n;c wnCert pc si,on,ch-1Rgit�ssys'. Job Truss Truss Type Qty Ply WRMSCM1560B1L A05 SCISSORS 4 1 A0286694 r 3x8 MT20HS� 10 1 89 iy Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com ,1-4-0 6-7-14 12 - Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:23 2019 Page 1 ID:Id_OOXyyT61Bi_TXo1jwHHzefvK-x3O9OggJKgULgzMtgedt1 hA2czmTkj3LOuwbhwydOxk 6-2-1 6-2-1 6.00 12 5x6 = Dead Load Defl. = 9/16 in LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1.5x4 z�- 3 w 6 5x8 T 4 W 2 13 12 6x8 = 5x8 6 3 11 1.5x4 7 1 1 1 -166(LC 10) u 1 2 14 3x8 MT20HS%3.00 8 = 3x8 MT20HS� 10 1 89 iy v 8 = 0 3x4 12 3x4 z o 4x8 zz 4x8 ; 9-8-14 19-0-0 28-3-2 38-0-0 9-8-14 9-3-2 9-3-2 9-8-14 Plate Offsets 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 0.71 Vert(LL) 0.58 12-14 >789 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -1.08 12-14 >420 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.69 8 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 180 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min.0-1-11) 8 = 1490/0-7-10 (min.0-1-11) Max Horz 2 = -166(LC 10) Max Uplift 2 = -399(LC 12) 8 = -399(LC 13) Max Grav 2 = 1490(LC 1) 8 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4730/2950, 3-4=-4291/2612, 4-5=-3137/1854, 5-6=-3137/1854, 6-7=-4291/2626, 7-8=-4730/2972 BOT CHORD 2-14=-2537/4265, 13-14=-1916/3626, 12-13=-1912/3651, 11-12=-1917/3651, 10-11=-1921/3626, 8-10=-2560/4265 WEBS 5-12=-1350/2406, 6-12=-867/806, 6-10=-239/565, 7-10=-386/506, 4-12=-867/807, 4-14=-241/565, 3-14=-386/508 WEBS 5-12=-1350/2406, 6-12=-867/806, 6-10=-239/565, 7-10=-386/506, 4-12=-867/807, 4-14=-241/565, 3-14=-386/508 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 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 Ib uplift at joint(s) except Qt=lb) 2=399, 8=399. LOAD CASE(S) Standard P'.asaf 3tuY 'w 1R A -t IXC {?' fAl,5iE6(-aE LER)GENER4 TEr.345 and C6kD3TiUN6 i't,"TCX9„R CaliYE.'R`).'.GKrr6iMi.EGr 41Fhi foxmL iy da -g pa t d maa k. mirsiaT ^ues9n Rraw 9(700) -df $r. -m e.� .fere csi 9t�ih+e u less rde+w=se t.�red�u. Too nry. n,� csm�ao[or� r;�,x=>sed nr u,e'mpt be gad..a a .:Ens nei -.-e s�et3 a,e r anrn ae__ora . Manuel MaNnez, P.E. soor�tri, .,ems acce ¢+u t qe �mee+,rw Hta,t dss;�atm a�T.,es aeu�ans on L'nTFd •a. onaarTPri xr,�d-ache fa x; aa�, a avae us �u orae T— ikr sr�rys mg�s+ns re�Foas,a�*y 0M. #047182 Or r(he OM: ±'e sort d �vnt @ Ha ktmg Rxsg r, r.11faw xieiM,e IRC; BL towWirdnyc .-dTM-1 Tha pMW rM TOO-dyfw]vsxz arM T rv:",,g harWwrg, afnrsg , mataUa epi rosp .UlAy XN,. esu nesnrnera co�s.zEao. rm.mfexseao xart�n ana MeF -oun �naA i es-,�uw auna.,gc«,wn isnreis inronr,arr�. ;ssra) uu ,.w nY Fr,� socns>erer+er,«o>a, rto-r yrwa�,�: rs'i.�aer,.,e�i�«Rg�r,s;wwe�a.,a 4620 ParkView Dr 3±,Ls r>he:,,,a;oaew .,sc:,i'*uy;:ai a�aTMaar:�e., i» r aaieMaede ea ay ea,.i nay ga+.v +m++, sL nP ��;�zcr sra�. xreea =ff �Tmse✓aa<scses�e-a<��sesv=wmeno r�rot„rrew ' au. 81 Cloud, FL 34771 taFc'.ai,_ca tsrmsare a„deh,ve3,n TPi, G:ppi 3ht420iGA.i 32tni T:tisses ^n€.^induCta, et CM,s datumenl,man}iarr.�..Fn'F3niaa zatto.fEG+a wnCert pcimis. span ut FflRafTNss.:s- A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com ,1-4-0 7-6-4 , 11-1 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek 6.00 12 5x6 = Inc. Mon Sep 16 1546:24 2019 Page 1 Dead Load Defl. = 7/16 in 16 15 3x6 = 6x6 = 2x4 11 7-6-4 11-10-12 19-0-0 28-1-9 38-0-0 7-6-4 4-4-8 7-1-4 9-1-9 9-10-7 Plate Offsets (X,Y)-- f7:0-3-0,0-3-01, [9:0-1-14 Edge], 114:0-5-8.0-4-8] 4x8 LOADING (psf) SPACING- Truss Type Qty Ply in (loc) :ob=560B1 MSC L/d ROOF SPECIAL 1 1 A0286695 1.25 TC 0.71 Vert(LL) 0.49 11-13 >924 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com ,1-4-0 7-6-4 , 11-1 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek 6.00 12 5x6 = Inc. Mon Sep 16 1546:24 2019 Page 1 Dead Load Defl. = 7/16 in 16 15 3x6 = 6x6 = 2x4 11 7-6-4 11-10-12 19-0-0 28-1-9 38-0-0 7-6-4 4-4-8 7-1-4 9-1-9 9-10-7 Plate Offsets (X,Y)-- f7:0-3-0,0-3-01, [9:0-1-14 Edge], 114:0-5-8.0-4-8] 4x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.49 11-13 >924 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.96 11-13 >474 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.57 9 n/a n/a BCDL 7.0 Code FBC20171-FP12014 Matrix -MSH Weight: 193 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 131,133: 2x4 SP No.2, 62: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 9 = 1490/0-7-10 (min. 0-1-11) Max Horz 2 = 166(LC 11) Max Uplift 2 = -400(LC 12) 9 = -400(LC 13) Max Grav 2 = 1490(LC 1) 9 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2649/1686, 3-4=-4340/2667, 4-5=-3153/1816, 5-6=-3052/1841, 6-7=-3136/1856, 7-8=-4315/2672, 8-9=-4678/2898 BOT CHORD 2-16=-1316/2291, 4-14=-233/447, 13-14=-2135/3999, 12-13=-1897/3634, 11-12=-1901/3609, 9-11=-2479/4215 WEBS 3-16=-1451/920, 4-13=-1175/1004, WEBS 3-16=-1451/920, 4-13=-1175/1004, 6-13=-1286/2346, 7-13=-853/776, 7-11=-315/579, 8-11=-337/439, 14-16=-1566/2749, 3-14=-720/1562 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSIITPI 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 Ib uplift at joint(s) except (jt=lb) 2=400, 9=400. LOAD CASE(S) Standard A'. asa 15 a�+ 1A W4 sgoK TRISEt i' LBR} Eti k Te,".8 nd GmD Ot b' OVJ TMER rBUYER') GYN. f.E0 i N Orn\ ry&jj p d d to mss asst E] xmg{Oa; �d fhe s��y e s i� <n tr�ai u i Gtr stud m ro otz� ,n. nerct�t r �, r s zogtrsae e amens nn i _ .e �x e .g 4. in t orzsa c tr an Manuel Maftinez, P.E. -Orn F.uP. etP's :al�'�,ihdi'ra:e Di een 4 poabityl a rhlh gtETr�ssd-pwtedcrfiheTDS g Set t i h d sng�- pt Toed+ fid u e'hity tlysennl* T f rypyB l,d 9 Sheri— b r. ifhe 0047182 �] ni L @ Il .gf3 g 1hewM t iC, f3.a, ihs lBG Weal tµnidnp was"sr+d i"f i TYw Jfu :aa Sth T�3 ena yfw4)v_ utthbT SWrc h d!''JJ, Pt 8xt 'a fibra +y shaT tx, ft rye 1Ay 'vl L,-3 ,.d as sg� VC 1... fill t tul �lYeTPLt§ndMP tl � dpuUi 'c,1.F.awknpy Compo tS lett' fn( rset .n (BSCI)p6 _d trf T#•i9 9G{ -'mt hge: a gd T tttl hoeY fie P x�31b 'd 4620 PaWiew Or -sdt th T ;,Des.rs S styEg er'a?id rves Liewta p I mh'rp d° hq :O i 'i agrezd vya* nx.:jng_Ly tµvtE irstziived Th eFe^, :1 g t3P fe Bmiung:3a fig. or n.s_:Sysl E-�B�neer f jbn 5v5.:. ,F7i St Cloud, PL 34771 ccp'al._dterinse�x.d_F,,xas:�TP3t ivat 3[viE2Dt6Ai RrrtT ., es Re-cCYc::one M,s tlocument, rst anY f� �s Prah4,ted vi�,o.fftltCNmY.en p. , nn cAl ffvo.f?rasss.� Job Truss Truss Type Qty Ply in (loc) WRMSCM1560B1 L A07 ROOF SPECIAL 1 1 A0286696 Vert(LL) 0.49 11-13 >924 360 TCDL 10.0 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:25 2019 Page 1 I D:Id_OOXyyT61 Bi_TXo ijwH HzefvK-tSVwpMsarSk3vH WGo3fL66FOCn PTCeveUCPimoydOxi 19-9-7 T1-4 U 7 6 4 11-10-12 18-2-9 18-0r0 25-0-1 30-5-12 38-0-0 394-0 1 4-0 7-6-4 4 4-8 6-3-13 -9- 5 2-10 5-5-11 7-644- 5089-7 6.00 12 Dead Load Defl. = 7/16 in 3x6 = 6x6 = 2x4 II 4x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.49 11-13 >924 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.96 11-13 >474 240 BCLL 0.0 Rep Stress Incr YESWB 0.89 Horz(CT) 0.57 9 n/a n/a BCDL 7.0 Code FBC2017ITPI2014 `Matrix -MSH LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B1,B3: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 9 = 1490/0-7-10 (min.0-1-11) Max Horz 2 = 166(LC 11) Max Uplift 2 = -400(LC 12) 9 = -400(LC 13) Max Grav 2 = 1490(LC 1) 9 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2649/1686, 3-4=-4340/2667, 4-5=-3153/1816, 5-6=-3052/1841, 6-7=-3136/1856, 7-8=-4315/2672, 8-9=-4678/2898 BOT CHORD 2-16=-1316/2291, 4-14=-233/447, 13-14=-2135/3999, 12-13=-1897/3634, 11-12=-1901/3609, 9-11=-2479/4215 WEBS 3-16=-1451/920, 4-13=-1175/1004, WEBS 3-16=-1451/920, 4-13=-1175/1004, 7-13=-853/776, 7-11=-315/579, 8-11=-337/439, 14-16=-1566/2749, 3-14=-720/1562, 6-13=-1286/2346 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 at joint(s) 9 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 Ib uplift at joint(s) except Qt=lb) 2=400, 9=400. LOAD CASE(S) Standard 38-0-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 193 Ib FT = 10% Fkansa th,5aov3fdy ran N:a `R.1 RCX.L T 1355E6(SEt LEh} GENFAM TERMS endCNO ONS CUS'tC ;.H. rBUYEk`q AGYttVWLE(Y'StFN1-farmL n,da -gn Pa—"— innd sad b tfi.T m eV—,g(TDO)ind d, s,.�ao�Y Brq rete arrear nature u ass ofi,a:w,se taadan tna rfJo mY s3o ne �,�eia. ai >aa sraa aced r>. sn 'rcc sone ara oaeaH i'a. s;sa eng d m sear «+.ony me rerreem a�.. Manuel Martinez, P.E. a�oea oayl the desg o+ n eT <saawa fcneMTaa ntlarTPi+ Fr da dee M baB tla oo e Iro 10 as y T t rra oma na �» cnywme #047162 Cro-,a ankb vued ab l crt} B ,YJ�xg fMw,gr mfi}e w fa l a; l -he lRG i6* IBC ��af LnlW*'W wdn rnd TP3 l Ttw agynz vith TJ'S end Yfui�i vex dt ih T , fi dtmB.. torag 1 1aT a A Grant shaC£ {re 11 Ya„ I#X -a1 Ssa H the T Destg u Gorir sn ngi -beset vt 1 ,4a A nd dfinW,vcbce5 entl ga Sebr,sg a# tYe Bvtxkng fq.d — i —A n tby.4a0.m;BS -ed shed t'Y Tt'? .t' S9CA e?z ret mcad Mr gen N dance: TPMi d ima iAa awn btW genal 4620 d, FL or t9Jl E>fi T s Desrg Saeciat T Eng re_r artd Trvas R3srtvtscSY�n }ess cihezu-se da.4natl by y Go tact aarned sspvn rrs mkryq by � pa+Css m��ved The a 5�'4Y 3 c'i'te NQF t -e. BurT@;'ng Cevgae+m TnissSpp3em Ee+H'neer of am/W.6irg: ,537 St Cloud, FL 34771 Cs�ta7t,�-d 2sims"aee ata dubnaC�n'.PPt.,mp�htCffii6R3Rw�!-7jassas-Re�x+dw.�w cYC�S daEvmani, Sany?kq 3s cmenfidad diLhouY Me vmtfpn per;n�5stan+if l, -t Agcf cu Job Truss Truss Type Qty Ply Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 A0286697 WRMSCM1560B1L A08 ROOF SPECIAL 1 1 Code FBC2017/TTP12014 9 = 1490(LC 1) Matrix -MSH Job Reference (optional) i A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:26 2019 1 age 1 ID:ld OOXyyT61Bi_TXoljwHHzefvK-Le310isCclswXR5SLmAafJoaGAo4x5lnis9GIFydOxh -,1-4-p 7-6-4 11-10-12 , 16-4-0 19-0-0, 21-8-0, 25-0-1 30-5-12 38-0-0 X9-410 1 4- 7-6-4 4-4-8 4-5-5 2-8-0 2-7-15 3 4-2 5-5-11 — 7-6-4 1-4-6 5x10 MT20HS= 6.00 12 3x6 = 6x6 = 2x4 II 3x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code FBC2017/TTP12014 9 = LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.0E *Except* 131: 2x4 SP No.2, 132: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 1 Row at midpt 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 9 = 1490/0-7-10 (min. 0-1-8) Max Horz TC 0.69 2 = -165(LC 10) Max Uplift 360 2 = -400(LC 12) 9 = -400(LC 13) Max Grav WB 0.88 2 = 1490(LC 1) 9 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2650/1686, 3-4=-4338/2666, 4-5=-3190/1839, 5-6=-3086/1861, 6-7=-3169/1875, 7-8=-4314/2671, 8-9=-4679/2899 BOT CHORD 2-16=-1317/2292, 4-14=-235/447, 13-14=-2130/3992, 12-13=-1896/3634, 11-12=-1899/3609, 9-11=-2480/4214 WEBS 3-16=-1451/921, 4-13=-1132/971, 7-13=-817/745, 7-11=-315/578, 8-11=-340/441, 14-16=-1567/2749, CSI. DEFL. in (loc) I/deft L/d TC 0.69 Vert(LL) 0.4611-13 >994 360 BC 0.77 Vert(CT) -0.8811-13 >516 240 WB 0.88 Horz(CT) 0.51 9 n/a n/a Matrix -MSH WEBS 3-16=-1451/921, 4-13=-1132/971, 7-13=-817/745, 7-11=-315/578, 8-11=-340/441, 14-16=-1567/2749, 3-14=-718/1558, 6-13=-1270/2322 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 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 Ib uplift at joint(s) except Qt=1b) 2=400, 9=400. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 191 Ib FT = 10% asa *'Vvm ahg ih 1N.G(J 'f LS.aESt 's El LEW1 C NPR Tr MMB .d ObNGt CNS"G! TYAS H{°BUY0n ACV? IVAIEUGME.Nf — e. ry O. a sb ci sd t. th - oe -4n £irxunry {ra9j. rd fht waxyEs .. -n rtsfa un swr sta(-d fn rp gra epfar�l3fa ran to-asaa f"r T^vc toted o y::Ea9 fli , e MEa du.e t -.err 3 _r, �r, Manual Martinez, P. E. ..ey m ti. n sre*wouyr t a sy, ..trn �,,,kT*�_5c aa^d cn:Ss Tei dy xrTott rt d=s:grt pi t- �tta ssmty e�av -otah s i -rs d qvz t.e w+�.r eftne #047182 1 Pw Y h G: n u'J cent :ant t7 ev7Jvg e«,y .4,e'ip toh 7^.0 the 1136 kcai Livid yraa .d't"l1 Ttw 1P. v! fM ZBD aNd Yfr.M t�ti:'rneT ur ,Ih dt 9.'ard tdaLorF.arni q,ehslF LnL se ,+un 3r,ln{ W G't t3 fl0, _,fl C aCv^� F% t .fat vt iY Ti�D-and th {v' 6 dA�Car ..'al tt Yng C; ^. pa tSet tf lnt eb ,2Sca2pb CbK TPY P CA ref ..edfar Van gatl �' T f-tdh l pan Iu 3�r,,a 4620 Park�'iew Dr I wl ftn 'O S liyEg r'znd 5stdenvtx2a I ethecu ds CtleG t�niag eCvyv laigtyatlpa*' nvalvadTh S 's!4} fiC7 Yeevh;�g_..e 9 ssSyst nE,gneer f nytu�y:,I $t cloud, Ft. 34771 - p2t-ud iarm9'a.oa. dmbnc�ir�TFsi GGOYv`3t'-; �2fti6A9i2vrf7 se•- RW.pCy cf ihi. docy,en«fn any 7om,.Fmbmd�5lavEvovt ita w•vCan DUn.}stW,14 iR-f TNs—_ Job Truss Truss Type Qty Ply in floc) WRMSCM1560B1L A09 ROOF SPECIAL 1 1 A0286698 l 0.45 15-17 >999 360 TCDL 10.0 Job Reference (optional) A- I MOOT I NSSeS, rorc rterce, r1- avavo, oesignLaiuuss.com 7-6-4 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:28 2019 Page 1 ID:ld_OOXyyT6lBi_TXoljwHHzefvK-H1 B2ROuS8M7emkErTBD2kktuK_TEPzi4AAeMN7ydOxf 6.00 12 5x6 = 2x4 II 3x6 45 3x4 oi 3 W2 N M 1 2 3 ck 20 19 3x6 = 6x6 = 2x4 II 6 3.00 12 1.5x4 II 7 85x6 1.5x4 II 4 9 3x8 MT20HS- 5 10 3x4 4 11 17 5x8 = W9 0 1615 5 3x8 MT20HS-- 14 3x8 ; 1.5x4 II 3x8 19.1-12 t 7-6.4 11-10-12 18-10-4 19,0.0 25-0-1 M-1-9 30-5-12 38-0-0 , 7.6.4 4-0-B 6.11.8 0• •12 5-10-5 3-1-6 2-0-3 7-6-4 0-1-12 -0.0-2-01. 112:0-0-10. Eda e1. 118:0-2-4.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.45 15-17 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.82 17-18 >555 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.51 12 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T5: 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.0E *Except* B1: 2x4 SP No.2, 132: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 12 = 1490/0-7-10 (min. 0-1-8) Max Horz 2 =-147(LC 10) Max Uplift 2 =-385(LC 12) 12 =-385(LC 13) Max Grav 2 = 1490(LC 1) 12 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2654/1667, 3-4=-4164/2502, 4-5=-4068/2516, 5-6=-4195/2687, 8-9=-4018/2571, 9-10=-3952/2402, 10-11=-4023/2384, 11-12=-4652/2817, 6-7=-3504/2089, 7-8=-3504/2089 BOT CHORD 2-20=-1300/2296, 5-18=-253/307, 17-18=-1364/3106, 16-17=-1344/3097, 15-16=-1351/3078, 14-15=-2410/4200, 12-14=-2404/4184 WEBS 3-20=-1391/874, 6-17=-369/956, 8-17=-393/974, 8-15=-789/936, WEBS 3-20=-1391/874, 6-17=-369/956, 8-17=-393/974, 8-15=-789/936, 18-20=-1531 /2723, 3-18=-591/1396, 6-18=-876/1043, 9-15=-306/346, 11-15=-575/572 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=385, 12=385. LOAD CASE(S) Standard Dead Load Defl. = 7/16 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 204 Ib FT = 10% P-esem JhX arie M. -A-4 A-ITRUSSES i Fe tFA} GSfiEki IL4ms rd CCT Ui"tCNiS C"JeTOMB, ('SiFYF.Fy.'.GKiIG'Jr2 6S StEhi"I— '�y ygn r—k.. , -4 ---T ie D .nq(OO)..At ae X Ens! — � fe cs sh.k be. se unWs a#r .ea" - m To o nm a : — sm a+ste &.0 ea used fx the TM M t,e to As a T De iq i'En s f e. S� O.r maezesyms3xb' Shen E.�i:.a a+ at an any TIM c —L Manuel Martinez, P.E. sa+ a' baf ate m , vef+�s E crail.u}ytwtneslesvp.1tk „t4Txrs1ae kX l 1 ,' TDD *10f, qB tTPt t Trxd_s<2tEes pi +s ta,6ma sa Www J mi-0tn T— w.m ys ,d amfna n haifr;� H047182 0—. ue Om .utt daaent S eJ,PJYeg D.s2 .mt»acxr4eu*T—iRCtol8Qk—aWlgd,g J.'s TPtt The arwgau: ai ihH Too -d yfi4d of thT hd sNen��ng-store t2aEo.ed txeaxf ,ity »t c,e oene�e=a<:ss co:.i= w Rn.mren iet Quem tre seg. end me ry.�,,r nss,,ag r s:: ttr ae;>d: c«ssf=aiem safetX tnro*men,s tesrat rua:-�+*-a tv rrr e�,,...acn e:�e rt+ .yea ro. gen. gmc .« TnFt aEnn s3rw.sssPnn ut es. ar,o 4620 ParkView or ;wu rUre T t>Rs.g s �a day Eaac .. ;a g„sg fa�„n;ai:, t s ottaem .tr ea nr a c t: t .: m -�.ys �y a1 na ras,nvmkea Tt s "aExr s POT a„n�y Dwane, m TMsg ;fit St Cloud: FL 34771 aeptaG�4tsmr52e a.. d2RM.G ah 7Fie tiupyrraht C'?U1eR SrtaafTmsses—RzlOduc>;an of Uiis aoaumant, anX 1—, 1. xitrwvt tRe mvrHan ryermssston ai 11 t,afTntss Job Truss Truss Type Qty Ply in WRMSCM1560B1L A10 Hip 1 1 A0286699 1.25 TC 0.77 Vert(LL) 0.49 16 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:29 2019 Page 1 I D:ld_OOXyyT61 Bi_TXo1 jwHHzefvK-IDIRejv4vgFUOup11 vkHHyQ4GOq u8TgDPgNwvaydOxe 14-8-1 r1 4-q 7-3-9 11-10-12 1$-4-0 i 19-0-0 23-3-15 25-8-0 1 28-7-8 31-7-1 , 38-0-0 ,39-4-Q 1 4-0 7-3-9 4-7-2 0-5 4 2 4-0 4-3-15 4-3-15 2 4-0 2-11-9 2-11-9 64.15 114-01 5x6 1t 6.00 12 1.5x4 II 5x6 // Dead Load Defl. = 7/16 in 20 3x6 = 4x6 = 2x4 11 7-3-9 11-10-12 14-8-1 19-0-0 , 23-3-15 25-8-0 , 31-7-1 38-0-0 7-3-9 4-7-2 2-9-5 4-3-15 4-3-15 2 4-0 5-11-2 6 4-15 Plate Offsets {X,Y)-- [4:0-3-Q, Edge], [9:0-3-0,0-3-0], [11:0-0-10,Edge] [18:0-5-4,Edge] 3x8 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) 0.49 16 >940 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.88 16 >516 240 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.56 11 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 202 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T1: 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E *Except* 61: 2x4 SP No.2, 62: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-12) 11 = 1490/0-7-10 (min. 0-1-8) Max Horz 2 = -131 (LC 10) Max Uplift 2 = -371(LC 12) 11 = -371(LC 13) Max Grav 2 = 1490(LC 1) 11 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2665/1655, 3-4=-4180/2468, 4-5=-4099/2483, 5-6=-3712/2217, 6-7=-4761/2730,7-8=-4761/2730, 8-9=-3782/2189, 9-10=-454112886, 10-11=-4651 /2765 BOT CHORD 2-20=-1294/2309, 5-18=-252/353, 17-18=-1907/3788, 16-17=-1544/3375, 15-16=-1547/3396, 14-15=-155513382, 13-14=-220314032, 11-13=-236514179 WEBS 3-20=-1336/842, 18-20=-1512/2693, 7-16=-269/219, 3-18=-565/1382, WEBS 3-20=-1336/842,18-20=-1512/2693I 7-16=-269/219, 3-18=-565/1382, 6-17=-343/474, 8-14=-261/455, 6-16=-858/1772, 8-16=-846/1745, 9-14=-614/629, 9-13=-253/304, 5-17=-520/466 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 11 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 Ib uplift at joint(s) except Qt=1b) 2=371, 11=371. LOAD CASE(S) Standard fT .,,.sa it ,7hy ih tlt>-in=Y-L55Ea 2-'+—t }+P f .2 TE NS rfl CCl pi- t5C.J4TOM R{'aJYE£i7..Gf'i1G$'I.b i A S 'zTy Eft is zM i fsefd U I it it st UQ -y h Tp Kr bJ n. tmrlat 5 he vse9 ih T G'a he d A.. D g "E g .g { .e ay E .g it, h i6rI anY 3pD fi r#ar, Manuel Martinez, P.E. Cth y as°e e( sy eenrg p Ixi tYt t f3 q'- ih gkrTr�„y kyr 7eq cYo7pp ) d¢t TP! t TY d s{a:as p ioe3rrl, St .e+rli} J - aC/h T f y6 M q _ the te�aa bx;{•atffi9 #047182 .h C.i,mei'a sstF d write! $.rY5 g1S g lh"-rots t thelcr%, i}:E loo kcBib�I+rg ,xPe and7"'lt Tky dPiava IM9 TflD and 1(f I '/thbT ur'utn h 3i 9 t?,yil .t of acal Lxa y tat ireII ,xm.A lAf :al.ew �afl sn de tree i i w v co a p��e- dg d ines4s a irony con,w iSziei}i�( nni 6seg1'Ma § art T.�2s a5 cA yar ,.aa to g a 7 ita n t - i>C iw aiid d62D Parts iew Dr -yRrt y D 8 .aty e2 and ti f ativc i Oh rya f dby 'C i teff IvePa �(yny by .4 Ps-. e—&'n SI—sAy 3 fI M 6 da�n99a y a?.Tjuss%y92 Eng.neer of3. St TJl $((,`i011d, PL 34%71 :,ap..h .d tanu9'�oas d..frnc#.e 1Fe1 Ce0YM3tti �ke,uA i R -i Ij zae-R,*daoanc,, hirsd... n.,martyfo:�ic,P,.tdtitaduivtn xNewnport{{,"sayen Gffcrfko-{3.a.5es Job Truss Truss Type Qty Ply WRMSCM1560B1L A11 Hip 1 1 A0286700 2-3-3 3-10-13-6-15 Max Grav 2 = Job Reference o tional A -i KOOT i russes, t -on: Ylerce, 1-L o4u4o, aeslgn(waltnlss.com 114-0 6-7-4 12-8-0 Kun: ts.zlu s May its zults vrint: mzlu s May its Zulu mi I eK ID:ld 00XvvT61Bi TXoliwHHzefvK-EPJr 6x6 = 4x4 = 5x8 = 2x4 II 44 = 6x6 = 4 5 6 7 8 9 1-11 ' 3-1-7 mc. Mon Sep lb ib:415:30 2UIU 6-6-15 Dead Load Deli. = 3/8 in 22 -' 20 -' "" 19 18 3x6 = 1.5x4 11 3x6 = 3x8 = 6x8 = 2x4 11 48 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP 240OF 2.0E *Except* B4,B5: 2x6 SP 240OF 2.0E WEBS 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 6-7-4 12-8-0 17-0-9 19-2-0, 21-5-3 , 25 4-0 31-5-1 -114(LC 10) 38-0-0 6-7-4 6-0-12 2-3-3 3-10-13-6-15 Max Grav 2 = 1490(LC 1) Plate Offsets (X,Y)-- [4:0-3-0,0-2-7], [6:0-2-4,0-2-01, [9:0-3-0,0-2-7], [12:0-2-15,0-0-10], [17:0-2-4,0-4-12], [19:0-1-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.41 18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.76 18 >598 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.45 12 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 246 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP 240OF 2.0E *Except* B4,B5: 2x6 SP 240OF 2.0E WEBS 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min. 0-1-8) 12 = 1490/0-7-10 (min. 0-1-8) Max Horz 2 = -114(LC 10) Max Uplift 2 = -354(LC 12) 12 = -354(LC 13) Max Grav 2 = 1490(LC 1) 12 = 1490(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2704/1665, 3-4=-2179/1418, 4-5=-1888/1354, 5-6=-2071/1463, 6-7=-5615/3204, 7-8=-5649/3220, 8-9=-3715/2225, 9-10=-4103/2393, 10-11=-4749/2981, 11-12=4790/2830 BOT CHORD 2-22=-1318/2354, 21-22=-1318/2354, 20-21=-1318/2354, 20-29=-1025/2077, 29-30=-1025/2077, 19-30=-1025/2077, 16-17=-2319/4733, 15-16=-2146/4089, 14-15=-2151/4070, 12-14=-242814338 WEBS 3-20=-555/495, 4-20=-415/734, WEBS 3-20=-555/495, 4-20=-415/734, 9-16=-955/1705, 11-14=-236/311, 6-19=-3795/1935, 5-20=-531/268, 8-16=-1713/913, 8-17=-788/1576, 17-19=-2124/4332, 6-17=-2531/5150, 10-14=-407/418,10-16=-364/388 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Bearing at joint(s) 12 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 Ib uplift at joint(s) except Qt=1b) 2=354, 12=354. LOAD CASE(S) Standard � SM y Enol— v-iera b,a °h -t 3ti>Ext Tx�AF VM (`3 LE0."p, CEtYflF4. 1 E DD. dAjp 6t .,,fee fi}bTCAA .R (°aiFYER') 1h. 1t0Jr'i.EG MEfii^ ta-m Yesify dzsgn [a to rW .,ad nok• this F Ca1g iba .ar; {tG AS rM ffie ,l i1 i - Yy erg1M. W'4- f tea a u vat s ti�V,.'I :mega :. m roo �%s v, d� L" T c�sfa� urea x „ �d eT sne Tqn xa ae ��e ria a s aar..�; Er�s g id s� rr e� ci a* see1a , ffna Fra c� � �, Manuel Martinez, RE men .1 M. -tee ere yasear-.Vv ft. tne,>ssMiottae�+aC," aedmq-,fi-aoo .T, TPI -1. rr TDO w ^�Joaa sy zsu env .uP; wta T r; sor e.ewMa the r�ao a, oy eiu;e` #047162 YYrv7a; the CkNrves —1-adapa(>tl Cu{3url-1,'ag D-91.1, irfYHi caaNe lG'iF.p>Ra rAe {BG k'cxxt bpd3mp -d. -d Tr+61 Tte.•gfsS+ra.a'Nitx?Taa w,d yfisbd ute el6, T S. uuiW:i ilF dfine..a�fa57 t 2aF na dbtdrhr�sF+ntF tfa t. spresb,My .ci Cw t3vEd.rtP Qes,p d C Rp t h.SCf a+of n irs TCL. d ane pre,.-ocea d p d tdbysC ttfebrsa-'.,S Ehy su1 ng'�"tttfs+s t satelY irtfrmnaix.'F, rBS) Fib. s}wd by.T4" ,S dC A sreref teed tot yre:a y d +x_ 'T I -t defieus tM1e y seiwlfi >,_a.,'d 4620 Par�ew Dr a rtr}eT ..o M epe- Uya a--dT—}>ie•a9�iwno,.�was r -rea dw sbyasp%� e+ ed The.aNOT ereaat64,V.ae tre,o.TN 6"Ap.E �-aeanytwdm , F9 St Cloud, FL 34771 ..^aptalsCf�rmssaas tlafine..a, TPa+GaP}m3RtC zotaR9Rosi T,assQs Rc�aducsws cf insdaEume20.. vt a�Y �ssTr'. is FmeP�CxA n't"avf MairM1lfart po-rmrssian Ff,^-tfiaf7`usxas: - -- Job Truss Truss Type Qty Ply in floc) I/deli L/d TCLL 20.0 Plate Grip DOL A0286701 WRMSCM1560Bl L Al2 Hip 1 1 360 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:31 2019 Page 1 I D:ld—OOXyyT61 Bi_TXo ljwH HzefvK-ictB3PwLRHVCdCzQ8Kml M NVTKBaFcMoWs8sOzSydOxc r1 -4-Q 5-9-4 11-0-0 14-8-3 18.2-9 21-5-3 24-0-13 , 27-0-0 , 32-3-1 38-0-0 39-4-Q 1 4-0 5-9-4 5-2-12 3-8-2 3-6-6 3-2-10 2-7-11 2-11-3 5-3-2 5-8-15 1 4-0 5x8 = 4x4 = 5x12 = 5x6 = 5x6 = 5x8 // Dead Load Defl, = 7/16 in LS a Eo 3x4 = 3.6 = 5x8 = 3x4 11 3x6 = 3x4 = 24-0-13 , 27-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deli L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.53 16 >853 360 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.98 16 >466 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.51 11 n/a n/a BCDL 7.0 Code FBC2017/ P12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP 240OF 2.0E T3: 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E *Except* B1,132: 2x4 SP 240OF 2.0E WEBS 2x4 SP 240OF 2.0E BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1489/0-7-10 (min. 0-1-8) 11 = 1489/0-7-10 (min. 0-1-8) Max Horz 2 — -101(LC 10) Max Uplift 2 — -340(LC 12) 11 — -340(LC 13) Max Grav 2 = 1489(LC 1) 11 = 1489(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2679/1701, 3-4=-2317/1457, 4-5=-2313/1576, 5-6=-2441/1644, 6-7=-8194/4589, 7-8=-8739/4865, 8-9=-5950/3417, 9-10=-4394/2519, 10-11=-4821 /2858 BOT CHORD 2-21=-1364/2361, 20-21=-978/2009, 19-20=-978/2009, 18-19=-1181/2310, 7-16=-112/324, 15-16=-3099/6097, 14-15=-199413989, 13-14=-2490/4410, 11-13=-2470/4374 WEBS 3-21=-408/447, 4-21=-127/439, WEBS 3-21=-408/447, 4-21=-127/439, 6-16=-3226/6301, 6-18=-3066/1648, 16-18=-1859/3630, 8-15=-1856/1014, 9-15=-1346/2562, 9-14=-154/304, 10-14=-433/470, 8-16=-1630/3138, 5-19=-519/301, 5-18=-132/308, 4-19=-368/637 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. Ii; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=340, 11=340. LOAD CASE(S) Standard 4x8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 249 Ib FT = 10% idF".eaaS th r:r , fz aW1 , 5intreerf'rn PaUrsI ' " ' Manuel Martinez, , P.E.ae, 9 e-dt D !i'?3� am :E i d .iRf d9 fB�9 ofi¢*m#047182 Chy Q—.6 at} d t.HJ1. &r4JngD g Ort Vll wM t fMet Q.0h 16G, L-1 WPirq &4 and Pit Ths 2P. i' SIM TIIJ sa yfic�.d ---th T 3'r h 3f g, storsg 2 t _».3 gyh$3E LnV ,se kild} ;xL Nana RepSq uea �E r t ar u DQ dM y:r.rr .ar+g co�,aa nsatPfy inr au es.a):P u- aep rr>n s cF r et farce.et�.: Pen.du�m d 4620 ParkView Dr t rtrres 'o h sa.--. arrE Q.aa3 r+an�.ac:v r E nr,' ,mr five t t� ed,r� ppsu .wivadr sc'e-:Xv rG-*7 a.a.,ng„ps*x.o•:n�s_:svYe PEa�, r ,yt�-s,,:y. of St Cloud, FL 34771 tapS..i..'C9 term a -o ns aafincC t, �PPYerryhSE2aia Rir2aai T, ss,.-Rrti'uCud£.c.L'rE=dacume�t,:n anY ta:m is Fs'.fi�i:oa atkroN 2Y¢vmiten pc E. an tAktft ,fTmss s.. _. Job Truss Truss Type Qty Ply in floc) WRMSCM1560BIL A13 Hip 1 1 A0286702 Vert(LL) 0.0615-38 >999 360 TCDL 10.0 Job Reference o tional a -i Koot i russes, tort Tierce, t -L 34946, aeslgnLaltruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:32 2019 Page 1 9-0-0 ID:Id_OOXyyT6IBi_TXo1jwHHzefvK-AoRZHlxzCbd3FMYci1 H_ua 1 hgbyJLr2g5ocaWvydOxb rt -4-Q 4-0-15 , 74-7 84-7 134-7 14-2r4 17.5.8 , 194-8, 24-24 V -3e 29.0.0 33-0-0 38-0-0 4394-Q '14-0'4-0-15 3.3-8 -0- 44-7 -9-13 3.3-4 1-11-0 4-9-12 -1- 3-8-12 4-0-0 5-0-0 1.4.0 0-7-9 3x8 = 6x6 1.5x4 11 3x6 = 1.5x4 11 6x6 6.00112 3vd 5 6 7 o g 3x4 = 10 11 4x8 = 2x4 II 23 "' '" " 3x6 — 4x4 = 1.5x4 11 2x4 11 3x6 II 4x8 = 3x6 = 1,5x4 11 3x6 = 5x8 =4x4 = 7x8 = 3x4 = 2x4 II 2x4 II 3x4 11 9-0-0 84-7 19-6.021-8-3 �4-0-15 74-7 6r2-16 1 134-7 17-5-8 19-4.820-4r1 25-3-4 29-0-0 33-0-0 , 38-0-0 ' 4-0-15 T 3-3-8 -10- 44-7 4-1-0 1-11-0 -10.8 3-7-0 3-8-12 4-0-0 5-0-0 0-1-8 0.1-8 1-3-12 E LOADING(psf)SPACING- 734/0-7-10 (min.0-1-8) 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.0615-38 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 28 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.02 13 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 2 = 734/0-7-10 (min.0-1-8) 19 = 1771/0-7-10 (min. 0-2-1) 13 = 482/0-7-10 (min. 0-1-8) Max Horz 2 = -85(LC 10) Max Uplift 2 = -202(LC 12) 19 = -71O(LC 9) 13 = -307(LC 8) Max Grav 2 = 750(LC 23) 19 = 1771(LC 1) 13 = 512(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1180/643, 3-4=-1059/566, 4-5=-889/511, 5-6=-610/338, 6-7=-610/338, 7-8=-526/809, 8-9=-526/809, 9-10=-518/800, 10-11=01251, 11-12=-261/541, 12-13=-625/957 BOT CHORD 2-32=-425/1015, 27-30=-176/714, 26-27=-265/913, 25-26=-147/790, 24-25=-40/378, 22-24=-401378, 21-22=0/283, 18-19=-423/370, 16-17=-732/512, 15-16=-732/512, BOT CHORD 2-32=-425/1015, 27-30=-176/714, 26-27=-265/913, 25-26=-147/790, 24-25=-40/378, 22-24=-40/378, 21-22=0/283, 18-19=-423/370, 16-17=-732/512, 15-16=-732/512, 13-15=-732/512 WEBS 19-21=-1709/1450, 11-17=-483/278, 5-26=-210/369, 30-32=-330/800, 12-17=-394/630, 6-25=-272/233, 5-25=-261/202, 7-25=-484/733, 7-21=-1130/680, 10-18=-535/392, 18-21=-232/267, 10-21=-858/1012, 11-18=-512/546 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=202, 19=710, 13=307. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 248 Ib FT = 10% Peaaa A Tty+ "inns M J i RCXK TRl,A6E,S €. SELLew) Get ERA l E Ms ardcof o3T1(94F3 C VWR CMIYEii1 AtXN WL 6 MENr fmm V-1, x30 r od—d ttus T 0e" D ,q (Soo) Ksd fhe srmo'y ENi— Mere 'host ner;a u fss aw— soft d - Tusr TI -D. moy Vpm.--t., c+stss t s i,, used r the Ti,C to bo a:. Asa T, oss D ,,, Ens ee g (i.. ~r: +asy Eng .cam a<oo eny Toa rscw­fs Manuel Martinez, P.E. nam�na =�byr Vi. des,a oftrte-VroT— T,Ww d-VosToo odi.TP, r rr a®ane N -e; na —uuus,>usubdty1—offn T esfw-y &,Wgiii I- r:Mofth. #047182 Zez-tPe a -W. W m+d ag t tf 6ikje'g Dangrr.a-,1h3w.extoffhe iRe,@.e 180'krrd bu'"iworde nod T?F1.Th- of eu, Too s.•,d eny 114,1 etil f,. Tss. urA�j handit,. Woias, h%tafaR-s id �osvaf*aii f,e f1 genii Ky vs tn• sv« ns oe c .rte ut Les sera rte T�fr una me wasncen a g -set es �f o— aee�ng conn�an .t saleir loremaacF, tssci> �uwea,.a ny.'rr: ,-,d s5c n a.e rete enev ro. ge.� esy dsnce. xa4r aermvs ah p. -m ,roEs. rna 4620 ParkView or � Ii tlbe ,ussD y s;�enys a,ae,.. uul T— 6laaaieetu ,-is--ouou defwi byec ,,—ts carman woi,aL'A awe— zd Ttw aperoAy NOT foe Bui" sxs�s„e FMsa syats,n Engem rof 9,n l-,uNn,s_,. All Sl Cloud, Fl. 34771 caPdMood ts-. ale as.6ac6nTr,t tJuplT+3hF G'2416A f RoAT—s-R—doa-d ta,s d—t' anyfoon, arar8tsud .uuf ou,_heFf{pr a—atF-r Rusf Tevss3s. Job Truss Truss Type Qty Ply Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 A0286703 WRMSCM1560BlL A14G Hip Girder 1 1 Code FBC2017/TPI2014 Max Grav WB 0.72 2 = 1310(LC 19) 17 = Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:34 2019 1.5x4 II naari I Hard Dell = 1/8 in 3x6 = 44 = 3x6 11 5x8 = 2x4 II 3x4 11 4X1U = 3x4 11 3x6 11 5x6 = 2x4 11 8x12 = 3x8 = 3x6 = 84-6 19-5-15 21-8-3 i 4-0-0 , 7-0-0 8-2-14, 11-11-15 13-10-7 i6-10-1 19-4-7 a0-4-,7 26-3-12 2674-2 31-0-0 , 38-0-0 i 4-0-0 3-0-0 1-2-1 3-7-8 1-10-8 2-11-10 2-6-6 01-8 r3-1 4-7-8 0- -6 4-7-14 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0-0 Rep Stress Incr NO BCDL 7.0 Code FBC2017/TPI2014 Max Grav LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W8: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 1 Row at midpt 6-19,9-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2 = 1304/0-7-10 (min. 0-1-9) 17 = 3893/0-7-10 (min. 0-4-9) 12 = 745/0-7-10 (min. 0-1-8) Max Horz TC 0.98 2 = -69(LC 6) Max Uplift 360 2 = -452(LC 8) 17 = -2047(LC 5) 12 = -582(LC 4) Max Grav WB 0.72 2 = 1310(LC 19) 17 = 3893(LC 1) 12 = 756(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2379/815, 3-4=-2603/924, 4-36=-23181846, 36-37=-2318/846, 5-37=-2318/846, 5-38=-2318/846, 38-39=-2318/846, 6-39=-2318/846, 6-40=-92512049, 40-41=-925/2049, 7-41=-925/2049, 7-8=-932/2058, 8-42=-93212058, 9-42=-932/2058, 9-43=-832/917, 43-44=-832/917, 10-44=-832/917, 10-11=-972/996, Continued on page 2 ),0-1-121,[16:0-2-0,0-3-0],[19:0-4-4,0-4-4],[27:0-5-12,0-2-12, [29:0-2-0,0-1-8] CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.98 Vert(LL) 0.13 23-24 >999 360 MT20 244/190 BC 0.66 Vert(CT) -0.2223-24 >999 240 WB 0.72 Horz(CT) 0.07 12 n/a n/a Matrix -MS Weight: 229 Ib FT = 10% TOP CHORD 2-3=-2379/815, 3-4=-2603/924, 4-36=-2318/846, 36-37=-2318/846, 5-37=-2318/846, 5-38=-2318/846, 38-39=-2318/846, 6-39=-2318/846, 6-40=-925/2049, 40-41=-925/2049, 7-41=-925/2049, 7-8=-932/2058, 842=-932/2058, 9-42=-932/2058, 943=-832/917, 43-44=-832/917, 10-44=-832/917, 10-11=-972/996, 11-12=-1182/1050 BOT CHORD 2-29=-716/2082, 28-29=-120/292, 24-27=-706/2154,24-45=-791/2353, 45-46=-791/2353, 23-46=-791/2353, 23-47=-100/691, 4748=-100/691, 22-48=-100/691, 2249=-100/691, 20-49=-100/691, 20-50=-156/901, 19-50=-156/901, 17-52=-1109/496, 52-53=-1109/496, 16-53=-1109/496, 15-16=-1109/496, 15-54=-371/40, 54-55=-371140,14-55=-371/40, 12-14=-894/1022 WEBS 17-19=-3653/1872, 7-19=-497/314, 27-28=-33/415, 4-27=-135/692, 5-23=-594/362, 6-22=0/295, 6-23=-786/1893, 6-19=-3163/1277, 9-15=-220/319,15-19=-85311137, 9-19=-2382/1577, 3-29=-374/165, 27-29=-610/1832, 3-27=-263/355, 9-14=-567/1025 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=452, 17=2047, 12=582. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 Ib down and 249 Ib up at 7-0-0,106 Ib down and 116 Ib up at 9-0-12,106 Ib down and 116 Ib up at 11-0-12 , 106 Ib down and 116 Ib up at 13-0-12, 106 Ib down and 116 Ib up at 15-0-12, 106 Ib down and 116 Ib up at 17-0-12,106 Ib down and 116 Ib up at 19-0-12, 118 Ib down and 129 Ib up at 21-0-12, 44 Ib down and 71 Ib up at 22-114, 44 Ib down and 71 Ib up at 24-11-4, 44 Ib down and 71 Ib up at 26-11-4, and 44 Ib down and 71 Ib up at 28-11-4, and 152 Ib down and 194 Ib up at 31-0-0 on top chord, and 311 Ib down and 69 Ib up at 7-1-12, 84 Ib down and 21 Ib up at 9-0-12, 84 Ib down and 21 Ib up at 11-0-12, 84 Ib down and 21 Ib up at 13-0-12, 84 Ib down and 21 Ib up at 15-0-12, 84 Ib down and 21 Ib up at 17-0-12, 84 Ib down and 21 Ib up at 19-0-12, 77 Ib down at 21-0-12, 145 Ib down and 139 Ib up at 22-11-4, 145 Ib down and 139 Ib up at 24-11-4, 145 Ib down and 139 Ib up at 26-11-4, and 145 Ib down and 139 Ib up at 28-11-4, and 399 Ib down and 393 Ib up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 26-30=-14, 25-26=-14, 20-24=-14,18-21=-14, 18-33=-14 Concentrated Loads (lb) P as th ,7t9y )-At. TE fib and C6'DHo si:t To RretsNE}:y,r,GV.i7�J.2 6 MEF farm V iy uiln,ra A naad 7e P' SSa F a t t7�j od ihs sxc$s Rre m taeiare� ui�a1 blsda ?n ro...�trAv p�fer. i ,beusadl m roil; ee d ,.,ar oEn9 est+ hes 1ti, ? '.yr�� c tin ManuelMarlinez,P.E. '.. d� zi3.s mss Pou�yr i a . �:m i;Tr:«o iced Lh,:,-^„o t xcTpi 1 Trxd .,s:e u N r aj ,mw� e�in �v- :,rm r r -. ys d�q Iner�pp m r t15e #047162 :Gn .h +met. all d 9 t 6v h4 9Gse�9 •9iewn'xrA i?he.lRG nw BG 1c Ih W gcNJ 'sail T"tl rhe ,np,.'.'a in.TSD id yf•{d ss tit tF T riW dh di -y tWr 2 st tai adt yhsti itte et ,+c ,IitY ::EL P i.d. 80e^9 JC RA f -SpplvN N TC II. tlM P 4 e. d9' 1 ..j>r Jurg C. 'nW t5a(et}in( rat, nS'4}� tr dCq T;t; ,d6 Ch f -cafi q .n g (d pc IL snd 4626 Park�leW �( ;PaL (t d D Sea' L9C-.,9, 'aud sMawiafte I dhe{u d6Y 8G IrecFapmeB'r1'mi ^-t'^8,[i d W ¢ �m2H M'(h 8pe:.c-'f a"i t'C+F 6 �l¢n9."%_e 5 .t ae'Sysi E &ear i ny be.W, ra i3U 81 Cloud, FL 34771 �ap.d,�.,d 3em,s-,:aia. dtBnN.mt'('it Gaptngjfit ti^251uA iRrrof'7-u.xsea RewE �.onu`»usdoGumer{,'.nan;ta:'m,I. Fi+t�,tM wik�ovi NG u+ti�e,n yc iss�oir_NA-1 f2o.1 TsuSs_s': Job Truss Truss Type Qty Ply WRMSCM1560BlL A14G Hip Girder 1 1 A0286703 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:34 2019 Page 2 ID:ld_OOXyyT6IBi_TXol jwH HzefvK-6BYKhRzDkCtnUfi?pSKS_?7shPYgpkgzY65hanydOxZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-192(B) 8=-31(B) 10=-105(8) 28=-311(8) 14= -399(8)22= -73(B)6= -106(B) 36=-106(8) 37=-106(B) 38=-106(B) 39=-106(8) 40=-106(B) 41= -118(B)42= -31(8)43= -31(8)44= -31(B)45= -73(B) 46= -73(B)47= -73(B)48= -73(B)49= -73(B)50= -56(B) 52= -145(B)53= -145(B) 54=-145(B)55=-145(8) Pieasat ghp m'iw ih A-1 RO(,W Taus$E£ ("fiELItH) GENERAL TERMS .e CO DITI S CJSTOM R-CMIYER").',CKtlGWi i3r MEN'f" hrr. L fiy datign r fens " sad chis T Desgn fkawv,y {i00)a . sraaye� rare -"'- eelore se uo:a�m� atn�dmaTCD.crhyAxi naotc�stes�E�asextneTDobsea.,�eT ae+sg si .SveE�; a ofaYTCtU`�s: =o Manuel Martinez, P.E. eusara;x w . --.A>asri.t-dee"oiT—d oatvl taTcoo„ . rTPt t Tn d sra cs a5:io�a-4, -saa-its J—.1th T— -ra ,m,agv me s my i+ha. #047182 6x^,cr. Che Cvrc 1 avttaxrrr.+d rybn) Nw BuiidCng Daly . r.thBrwn$,Hu3the trs IBG, k 6wkiiny code and T'+t-t The apptoia' itti TDD. h1 Yfish3 asst ti! th T xK.U3','iKj tf81N}jp,ye {':ray steflak re ectl Crapny Ynan is L e exspo^s ivty L+rg'uv¢9inT Designer ae%f Goa4 ur AA rmtes�setnut xu U;e TGR>rnd the p*a tires nd 9a�aima�t3lN Rui�:ar�Compay.+nt NNety t»renr*ab r, rk6$ 3fivUi s"d by" TM mA SBC.A ew rehreM .1 WrgCpera gwdance: T-1 deRnes the respcns<Wlfias.-d 4620 PariNew or ! afthe Truly D +g+ar, Sgevahy Ee,gioaw �n4 Truss ManuSaUu ,,mleas ghe:v: rAs ' E7 a Gan4stti aymed upon ir+u-ixrg 4y ,1 partaa embed 74e ef,c.: 'sAY 3mes"s HGT th» 8vA 5ng pesgner m Tnrss SYstem Ervt.,iear.li asry tv:'d+rg: AN St Cloud, FL 34771 te�at.ad teems am a. dafrrrtda,:YF'i . C,rpy phi C 2UtG A i Ra:rT?xuss¢s–Reproducl,m c{ {,,,s do<umehl, c5 ary iain is pren�d:-0 wttno-aS ilra wmifart parmrss,an rA R -t ix17>asst;s... Job Truss Truss Type Qty Ply 2 = 6-7-12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-01, [5:0-0-0,0-0-151 5 = A0286704 WRMSCM1560BIL B01G Hip Girder 1 1 SPACING- 2-0-0 _ __ DEFL. in (loc) I/deft Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon I D:ld_OOXyyT6I Bi_TXo 1jwH HzefvK-2Zg467_TGg7VjzsNxtMM 4x8 = 16 15:46:36 2019 Nage 1 FvCArHm1 FOQanfgydOxX Load Defl. = 1/16 in 3x4 = 1.5x4 II 4x4 = 3x4 = 46 = LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ REACTIONS. (Ib/size) 5 = 7-0-0 2 = 5-4-0 Max Horz 2 = 6-7-12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-01, [5:0-0-0,0-0-151 5 = -475(LC 9) 2 = -502(LC 8) Max Grav 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 0.80 Vert(LL) -0.11 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.20 6-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.07 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 81 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ REACTIONS. (Ib/size) 5 = 1389/0-3-6 (min.0-1-10) 2 = 1454/0-7-10 (min.0-1-11) Max Horz 2 = 80(LC 8) Max Uplift 5 = -475(LC 9) 2 = -502(LC 8) Max Grav 5 = 1389(LC 1) 2 = 1454(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2594/887, 3-15=-2196/826, 15-16=-2196/826, 4-16=-2196/826, 4-5=-2535/868 BOT CHORD 2-8=-763/2244, 8-17=-763/2264, 17-18=-763/2264, 7-18=-763/2264, 6-7=-763/2264, 5-6=-702/2177 WEBS 3-8=-7/601, 4-6=-7/578 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 5=475, 2=502. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 Ib down and 249 Ib up at 7-0-0, 118 Ib down and 129 Ib up at 9-0-12, and 118 Ib down and 129 Ib up at 10-3-4, and 239 Ib down and 249 Ib up at 12-4-0 on top chord, and 311 Ib down and 69 Ib up at 7-0-0, 77 Ib down at 9-0-12, and 77 Ib down at 10-3-4, and 311 Ib down and 69 Ib up at 12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 9-12=-14 Concentrated Loads (lb) Vert: 3= -192(B)4= -192(B)8= -311(B)6= -311(B) 15= -118(B)16= -118(B)17= -56(B)18= -56(B) Y..�sefi Yhy vin ih -M ROW 74(5 k9( -'s, LLcA} GF.nerzAA TE f.'s andGG, D1 ti&GITDMERfRUYER7 r.CYtlGlM11£r t'.tEkS"t vr.\ iy rj, — d d M tni'T onn. .Vss {SDDJ. 01h0 e6a^y Eta$ - A, ab t t' lf— t# l -s ou S !ed- ti th TDD <Yy n"or.�laiss }s'i be used 2 1h TDD #a b d:. Is D E g rsg 0' a Yy E g n, ih " nY'�3 e<en 3n Manuel Martinez, P.E. eF: UI Fro'e .Ylai q ecnS Fora+b'iyi t d ijh bTransd^piCdcnl Tpp F 3erTS'!t Tt d a- MFi Ion. v,} tlfi 3+4Fi d - P4h T i "nyS p1 q lbprz-apansibrCyallf%e j#047182 :Ur th-Gvme?'s sslf daa;f i See YJnyD sryt §itF+evM iV. 're fFC; ihk 10D beat tii+Id pcale a -+d T'45 TYw JF. a tri TDJ nC lftd "A-fF T u3+C h d3 9..stors]e i # tro .a slL M:AEx Lh sy �n 'IIlI. 4620 PatkView Dr � Lint p d 2 fl '„9 Go r fill ( s t tM1 M a C E n -d u n' Xi tb aL BSLt).g h d 6p i'tf g S CR fete eC hN ;ne y U ? I t o fi t A 'i✓IN s-SrtC .9a1 ff+re:ruse.Deuy. ! `� 'e#YE 2 rate sMs.t+ 7 t' eb,d, Jx edbY�C # ttr3 etl or ingLyalPs'"ss ^a. -.•ed TF 5p ,.`ls a i30Tti S 7..nga7.e g ., ss:6y�i £ dnea�af ,yw.e�e;: ) StCbod,Fl 34T/1 eafn'.AtxC}nfms ale a. d.EneC mT%e'i C.aA3' 31x[f 2tl}vR ii2mi`r ss. i?e.rc:CueS cE HCs Aa-wmen;:n an}ia'if• �Cf>`3v_A+ti44'houi 2rC�M^il`.ory Z)cml. pn rh,*fR fTrasss; Job Truss Truss Type Qty Ply in WRMSCM1560B1L B02 Hip 1 1 A0286705 ' TO 0.65 Vert(LL) -0.25 7-13 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:37 2019 Page 1 ID:Id OOXyyT61Bi_TXoljwHHzefvK-WmESKS?507FML7QZVat9belS2cYtOEePE4JLB6ydOxW 10-4-0 1 4-0 9-0-0 -8- 18-11-12 14-0 9-0-0 -8- 8-7-12 0-8-0 4x4 = 6.00 12 46 1.5x4 11 4x6 3 4_ 5 5x6 = 46 = Dead Load Defl. = 3/16 in LOADING(psf)SPACING- 699/0-3-6 (min. 0-1-8) 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.65 Vert(LL) -0.25 7-13 >929 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.43 7-13 >525 240 BOLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 6 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 69 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 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 = 699/0-3-6 (min. 0-1-8) 2 = 789/0-7-10 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 6 = -176(LC 13) 2 = -215(LC 12) Max Grav 6 = 699(LC 1) 2 = 789(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1012/619, 3-4=-806/675, 4-5=-806/675, 5-6=-1017/622 BOT CHORD 2-7=-394/806, 6-7=-394/806 WEBS 4-7=-8/372 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=176, 2=215. LOAD CASE(S) Standard l S'maae envwJftp vxsw m A -t Au'F TAt.S Ea (4_CIEK} GENERAL TERMS a d CCPs6i- ONS V JMTfXA fi ('BOYe" ACKMD Ut D MEY5" ftxm Y N f.P g. pa+ b n ..do.waosias i De —ing {Intra aad the S,.�ua�Y er s fa ar t-ro e u ksa ra.vnt >notod , th Tao �y AJ a r-F:,asotar „Was trxi as „--- fw tna TOD sa be aye As a:- Des.piE.ng w t e, Sa M E ei—d, u.- ! on any ran ,e,:ta. an Manuel Martinez, P.E. aecey. c'fh y e bnat'+'g s¢. Mi goavliRy fart ds Mn G; Ih SI TrJ54 CeFwtea on tihm_Taa ora aer TP(i Tt aeau, 4.e ur.+pf .as. being JJwn 'AWRY and -cIR T- ler arY6 nd�ag ns iMsr�ponB�bAfy O#the n Urn k+s Chsa 'S u d x onl g SsWing Da finer, 4, the tw %,sof he ir�0:, iia MG, be,sl Jda.g sods -d M4 The app— aitha TOD end YfieM —.1 Ono T . "I'Jiry h d .ng, atp telairm -4 EraW # 047182 :.;� rah t»trea sperzsdsili( cr eamg Daly c ar.an a l y.eat wn,n are Tgti>r„d me r»aroce.�e,a 9a�aeuaatxuw ee, ag c«nv neat sataty i„rnaaau ;es aipua xfwd nY rr, re seen _ � -aa tar seeFa y,aance' TaFta ratam pm,s,ww na,a 4620 Park�ew Dr a:el ltne r s Dee�aasw-R, Eagnaer and T.. Men+ha —, oinks ao dnsaf 6q e C t—i a,nn is B Et ar+ m area The as ' E;CiT eU� ,,9;,atgaa�w Trvss &y ten, Ex,g raft: pram m�zlfa„: i St Cloud, FL 34771 :aF.Qal,:ea tears a�¢as M_finc6 in TP,t C:nFYa3ht02016 4132aof Tsaasec Rc-F:vEuc3,tt,ctL`+,s aocum¢nt, st anY tarn xs Fre?9:t?d wiN,b fthe —ban Rstm3sianUA-)fit fTwsx._s... Job Truss Truss Type Qty Ply DEFL. in (loc) I/defl L/d WRMSCM1560B1L B03 Common 2 1 A0286706 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.27 7-13 >848 240 6 = Job Reference (optional) t ,,� A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com �M�]7 X71. Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:37 2019 Page 1 I D:ld_OOXyyT61Bi_TXo ljwHHzefvK-Wm ESKS?507FML7QZVat9belXOcZNODpPE4J LB6ydOxW 9-8-0 14-1-7 18-11-12 4-5-7 4-5-7 4-10-5 44 = 3x4 = 5x8 = 4x4 = 6n Io Dead Load Defl. =1/8 In 9-8-0 9-3-12 Plate Offsets (X Y)-- [2:0-0-4,Edge],[7:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.14 7-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.27 7-13 >848 240 6 = BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 6 n/a n/a BCDL 7.0 Code FBC2017ffP12014 Matrix -MS Weight: 84 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 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 = 699/0-3-6 (min. 0-1-8) 2 = 789/0-7-10 (min. 0-1-8) Max Horz 2 = 100(LC 12) Max Uplift 6 — -180(LC 13) 2 = -219(LC 12) Max Grav 6 = 699(LC 1) 2 = 789(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1175/797, 3-4=-866/597, 4-5=-863/595, 5-6=-1 159/782 BOT CHORD 2-7=-631/1022, 6-7=-6101983 WEBS 4-7=-286/491, 5-7=-328/363, 3-7=-364/386 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 6=180, 2=219. LOAD CASE(S) Standard P -se ft 73*'Y it A -t Ru[. 7,40, 5 t-8 C'sEt Leh Et E t Tt MS .. d X" bu Oi NSWaTCN Rrati lER°) CVttCth2EC GIA EN tarns y 0. In rar .d zatl t th sT 0 +� -"t at atTaD}. dthe .aa3y E s re .neat furore u , �+r stl(-d (n Tao a�y��z �a,a�.tor „,� 3,, t? az d r ee TD6 ". a d. ;., a.. 0.t.,E"1-62s f ..�r E s� 8 a, In at da aoy-r o% Manuel Martinez, P.E. aw wg .,�� .e ter, no�snuyi t d n -.rti teTe�asd na rrn,c�,aTCD de.TrtT Tr a v» M �,t: at iia uv ann ny8,rmRa#042182 0— '. Ct t'a .N d. dent J e YJMg'De 3 t4,5h3;G Meg fthe in the iBC km Wkf8 17" Tha pprs. fr TDO d ny r, hw 5a ".`M T udl bdL.Oy'shxti bn4 r2s(n �.Ifif .yl 9'RDesry dC i .t A(i ( t ai tr ,CL1,.entlM y -h d9 1 ..-vt tYy Y1 ngCompv, IS t t}tni a, 6S,.F) tr snEd pP.T�T SSCA eraf edh Se. Nq d TP(td M iSe pc Y' and 4620 Parkview Dr l 5 18tE sD g Sx Pp t rarN x.6ia+Na P ! WfiEzt. i Pd 4y ;C {hart 8'ed yar rn37yR'IPam a 'dlcd 3 5rrec,', jtLi e8ap.upaDe,� _ ±ssSyst 5.8TeerNaytrvdo&.�.1t StCloud, FL 34771 'EAp'.df.-C torms'9[a tt. dakncA zh Tf'iT Y.aRYr•arri.�20t6 A`332a5iT ee RG3'uCP4A.o'�c; E3�. Srtlumana nsnYTo,'Ytt, 4. prsfii>RrduSN+ Jt Uc wnNen pcmvsstan sA klfi' -f Tm..s¢s; - Job Truss Truss Type Qty Ply in floc) I/defl L/d TCLL 20.0 Plate Grip DOL A0286707 iNRMSCM1560B1L B04G Half Hip Girder 1 1 360 �L. r Lumber DOL 1.25 BC 0.58 Vert(CT) Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 Is May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:38 2019 Page 1 I D: i d_OOXyyT61 B i_TXo 1 jwH HzefvK-?yoq XoOkn RN DzH?m2l OO8rH cu OxslYBYTk3ujYyd OxV -14-0 7-0-0 11-11-12 14-0 7-0-0 4-11-12 3x4 = 1.bx4 If 4x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.09 6-9 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.13 6-9 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.76 Horz(CT) 0.02 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No -2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 802/0-7-10 (min. 0-1-8) 5 = 1059/0-3-6 (min. 0-1-8) Max Horz 2 = 166(LC 8) Max Uplift 2 = -264(LC 8) 5 = -384(LC 5) Max Grav 2 = 802(LC 1) 5 = 1059(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1157/360, 4-5=-294/188 BOT CHORD 2-6=-377/959, 6-12=-377/980, 12-13=-377/980, 5-13=-377/980 WEBS 3-6=-8/626, 3-5=-1170/453 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=264, 5=384. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 Ib down and 270 Ib up at 7-0-0, and 118 Ib down and 129 Ib up at 9-0-12, and 120 Ib down and 129 Ib up at 10-10-12 on top chord, and 338 Ib down and 72 Ib up at 7-0-0, and 77 Ib down at 9-0-12, and 78 Ib down at 10-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-14 Concentrated Loads (lb) Vert: 6=-338(F) 3=-213(F) 10=-118(F) 11=-120(F) 12=-56(F) 13=-57(F) Dead Load Defl. = 1/16 in PLATES GRIP MT20 244/190 Weight: 57 Ib FT = 10% 3'reasafnomegtuy -�e t3vn'f+-1 fla'X) iRt b96bf SES tFRp CIENERAL TERMS -d IONOP,MEA OUSTOME$1 rauyr.lo AM4OWLEDGMEhr f—V iiy do ign pa t .M —d in Ytes.T V-9 (IOD) nd n,. .:;a,ew eFlq re st„E, texre u lass wK grape �, me ro Prty € .Fla �,Fleo+g, Fief Ha >: ed ta. fha rcp t as a�a a a ..fin ea9, r,�s (e. �:e.� Fns -ee� n<r east aa.aar I'�" arses -air a�. Manuel Martinez, P.E. acct tm rrr�;e er e -s aeana scoa,E+b05r w.tea dagga oim tmgt¢initiSkeGUM+dens:on 010Y, e,,.esrTal s. rtaEes n ,wads.- mss. -4 Ky-1P a1h r n+a,-'Y s 047182 IIa^r Iiia ^lmsee.0-1-d n -t 3 5.wma D..<g-" xe tkx -WA "T t IRQ, ahs lac, -d. agd TRt TM a W,. eithe TOO end lretd see Gt ih T—. n'i h-dhg, st}psg e. ,.9, tXd,5hak beU resPanpNKy vae � :qz; a arta», oestp d c Fl..•a^e at t x,�1>A,f,n vre TOO -4 u e w�aa= a -d e , fr o r �. f snrafv tnro,,,tau:,Fl :Bsoyf w tfsFlaa np.7r s5ea z rer�e.,«d w: a�.� a�c«.e rc t o +Ma3 eps ca*uaw eana 4020 Parkview Or ! stut r as aVsit v E g .grid Tori Maneta — ,.canes ,taf w nr e C ---i a" -d is =••4�'s i�en Parcae m'w ad The sc saxr ns >sraoT a s s<r�tszx,�sa�• W Tn.9§ system e�.:�A, et e*rr a� a, �..a. N1 3t Cloud. PL 34771 -LaPret,;aa tszms d a as a fund tl TM 6mP 3hi B20Ie A I Rauf T—R�—fta-e Nh dbLumanf, M artylmT^, m {.vc4ft-4 rink asst the —Hag P.—i- aA-1 R i i;a — - � Job Truss Truss Type Qty Ply DEFL. in floc) I/deft L/d WRMSCM1560BIL B05 Half Hip 1 1 A0286708 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.33 6-9 >425 240 2 = Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:39 2019 Page 1 ID:ld_OOXyyT61Bi TXo1jwHHzefvK-T8MD180MYIV4aRayc?vdg3ggEQEIU6aiiNoSG?ydOxU 1-4-0 9-0-0 11-11-12 1 4-0 9-0-0 2-11-12 M�7 ol. 5x8 = 1.5x4 11 4x4 = 1.5x4 11 4x4 = Dead Load Defl. = 3/16 in 9-0-011-11-12 9-0-0 2-11-12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-4],[5:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 6-9 >566 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.33 6-9 >425 240 2 = BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 2 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 60 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 527/0-7-10 (min. 0-1-8) 5 = 433/0-3-6 (min. 0-1-8) Max Horz 2 = 207(LC 12) Max Uplift 2 = -137(LC 12) 5 = -137(LC 12) Max Grav 2 = 527(LC 1) 5 = 433(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/146 BOT CHORD 2-6=-267/290, 5-6=-269/296 WEBS 3-6=-49/323, 3-5=-572/520 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) 2=137, 5=137. LOAD CASE(S) Standard Y sa 46 ] P:' L`, A -t ROOF 3 USSW3 rMUR-il GENERALTE MS d: c^'on ibno ousTOM R rewiep{ Aavr4owLEb MEM- -f l iy4— 9 d —d M Mf 3P tl aiv a{IEIfl} dthx ,� -+TY Erg f shtei teff U is aih s4s d 7m T^p ty Ni N rr�37 ke st3f Lh 7fl[3 be d R U ':E g g{ ryE g A ih ien nj T'�3 F is t, Manuel Marinez, P.E. p's� Ih I A A ita+'vbhHfist tl rl, th (eT W ,etd Li Y9C N 3e Tl i TY derma s p4 i 3++, dM 'xah l df tF. T 1 - _'Y$ hdm� {he t4sPa a��r f7fi- #047182 .0 k Lry {i uiF J ±,t 8 R g:D ti)i r, Y.the-an^u tNthrs /RC the 1$C L 1Wjd yaM d7?It Ths 1➢. 4h :t76 a7d !r✓-ld '�e vi ih T i+�rn h .t Ar(u ITahon ard..rerrQ ahalifie4l Pn 1hY :Ai $vrd 0 _T1 dC I M4 -t N V Too p dE� b •b dA�rd the '�i1r 3tfi.ung Coup. ISat ly infvnnstY SBSG)'P t M dby Ts".a 5 CA ref to tune AA d TCltd fi the pC IN .-rtd 4620 Parkl iew Dr 3v( F3 dD G [ S dLy g{neer'and- H taeµ 1 �M1rC?v- dhy-�C ire. -i sa ed ypa u-(n95g iPs res Y £eed 7' Sj_ $-ii ,n3.CeJ5nermiross SX i u?�eaYgf ny b, dinar. NI St Cloud, FL 34771 , r 2r..¢-3 Yd Rims a�easd_finCd an:T P CogrnyFtt 203oAfE2asi'tsu sgs Rcotiduc".a, cl lnf. docpmt.tnon}3ams tb,t-d w5t wei4 u"tgvn pc tsslrzn cf f:4 Job Truss Truss Type Qty Ply in WRMSCM1560BIL B06 Monopitch 2 1 A0286709 t TC 0.46 Vert(LL) 0.06 6-9 Job Reference o tional A-1 moot l russes, ton Nterce, I -L 34546, design(Waltruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:40 2019 Page 1 ID:ld_OOXyyT61Bi_TXo1 jwH HzeNK-xKvbyU 1 _J2dxCa98AjRsDGNOlggBDXzrw1 Y?oRydOxT -1-4-0, 6-3-14 11-11-12 1 4-0 6-3-14 5-7-14 1.5x4 II 4 3 3x4 = 1.5x4 11 4x4 = 6-3-14 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 0.46 Vert(LL) 0.06 6-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 62 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 527/0-7-10 (min.0-1-8) 5 = 433/0-3-6 (min. 0-1-8) Max Horz 2 = 264(LC 12) Max Uplift 2 = -117(LC 12) 5 = -200(LC 12) Max Grav 2 = 527(LC 1) 5 = 433(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-605/196 BOT CHORD 2-6=-481/483, 5-6=-481/483 WEBS 3-5=-549/547 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=117, 5=200. LOAD CASE(S) Standard P .,sa fn. 7hty of l boot rRt 85E& t. ti�ElPti } GEr E kC) F.fi D, arrd Gfi. -f PdS C f Woo 0 (' usefiy..0 o O D :o b M d, ixam ber,i3' dasgn pa E d. aa9 i m itsis T "5asv} trawmg {7Urik d fhe s, ;aaxv �re ire t t u is a �rvm msPe m rao, ; a a c�aut" To.iates 1 x:. used r r�o to 6a evd< ns a ae3ya:Errs , w fi R , *r Er:.lo i, e+ s! ov;fny r�� r�z ami. ve Manuel MaNnez, P.E. eee artn c ?a o, ar+ s,xe�s .,m v € day IR0. 0 s� „C, ,� kc g J. -4 t -l. T . pta i rr dr -d f,4d ,>o t, o�awo : �,..tjurr m p' Moan mtauho ev r s wv'i ott W > y aims # 047182 tine., a:o am,ere otr dv �e a s., vu;nar+s mr a<v+�snat roma rRr,aw tse,�a r„:.,,y auae u,.,a mht -rt,a Bvt=n.amu iaaasa yrwtu osuo+m T- ur,.u:s �ne„aru,s awn�n n_teanore ami rNaar xzrua va via rxs�.nr dun a,cauR aa� sc.t.eos au «.xaa.set «rt,a ixe rna ew a, yrecn:.e>ooe puaea,<es:?s:r.3umx jcumaun .+seiety =nronreuo, cssG?aua wnq r as satrt ere reree}o.wswna�a: in taenrxs mu rom�iae�.eoa 4620 Park\iew or '. wt rm i s oea y scavy eos, as s a is as w a� m,ae u w av s e �reea ms er rsmus m w®a i s �} s e wa s a se, e a Jnr sesta s sgr ur ea Via, r St Cloud, FL 34771 2pp:tal.:e4t¢ems pie ae Rkr,ca¢'TFx!COCrr43RCM6Ai32wlim.,sgs-Rz&rodud„w1c!R„s do2vmeal, 3l ony iP'*r,. ii<F YSdaitmabt4.H etg mt£ert parene5sion of A -t Ref T - Job Truss Truss Type Qty Ply in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL A0286710 WRMSCM1560BIL CJ1 Corner Jack 10 1 360 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) Job Reference o tional. A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:412019 Page 1 I D:ld_OOXyyT61 Bi_TXo ljwHHzefvK-PXTz9g2c4Mlnq kkLkQy5mUvGND53y4q_9hHYKtydOxS -14-0 0-11-11 14-0 0-11-11 0-11-11 , 0 11 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require�jin cross bracing be installed during truss erection, accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = -5/Mechanical 2 = 181/0-7-10 (min.0-1-8) 4 = -21/Mechanical Max Horz 2 = 42(LC 12) Max Uplift 3 = -5(LC 1) 2 = -71(LC 12) 4 = -21(LC 1) Max Grav 3 - 12(LC 8) 2 - 181(LC 1) 4 = 20(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 10% ,.;—a. Sh ,7tvy I" ARCA TRUSSES (%1ER1 G f 'R 1F +7s ed CGor'tt&'fdbTCM9.fzrstmf-)..CVtiaAIEG 41EN1 f .l fy, , ,,7n na - d mad t :irf T Jr g 7) ✓+gt U3j and the s.,e.ry ers1.isl.d�iraa nneeic. a,�t ae"Ena a{'.. . axesr, Manuel Marlinez, P.E. ifi yrde i "9`n3 P btiyi 4 d ih firer ss d� and to Uie T9G y xi Tai i Tt d 9 e Pt kgdt dr SA i} 1y fihhT i _ ye i� 3 1 r? do `y o7lti?- #047162 :77x7 the MJneta uR d Sant f 8.t 4} gpayg 1f1at M Ux., the lnC, t+t•lI;C la 1bu I.0 y d di'i t The JPr✓'a i1Se Tao ery3 If 47 Sa L3 YryT trv'-di. h d1 9 ti? yd t saWa .d .y roh_rt W 6-t .4s m �wi %,,i t>m ,tai 3Desiq apdG A t !mR Y fb-and Lh ➢ "N dp f s'a1.r 3 to gC :!P�+7 IS i.j irvmnnm SSCiiYb .d bx TPn ,d5 CA far .c.Th q>, �e fi d T tttl 4+ to p IN d 4620 Park�Few Or ( $ttpEg apdT s1{emsiaaq*e 1 ctYern' 1^u+Y dby&C 1 W 3 d K".Ln81y 1Y gleed The epe i`YY $ g6Tt Rvnasng Ces s ++u,§s$il E'Vmea, f JF apt a,!?U $f Cloud, Ft 34771 Eap ai,adter Sato p.d_Fnedin Mw3Gcp)':3hi6211aR tRcas'Tn'sses Rn.tidac".�we}atsdocun ni.,.me anY lJ.mt, is pn:fub,t<d uiM vi tTe vntlnrt petmtSsipnNkt Ri rE TntssvS Job Truss Truss Type Qty Ply (loc) WRMSCM1560Bl L CJ3 Corner Jack 7 1 A0286711 TC 0.18 Vert(LL) -0.00 4-7 >999 360 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:42 2019 Page 1 ID:Id_OOXyyT61Bi_TXoljwHHzefvK-tjl LNA3ErgteRuJXH7TKIhSR6dQchX48OL16sJydOxR -1-4-0 2-11-11 1-4-0 2-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MP Weight: 12 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers an=erectionin cross bracing be installed during truss accordance with Stabilizer Installation REACTIONS. (Ib/size) 3 = 64/Mechanical 2 - 212/0-7-10 (min.0-1-8) 4 = 23/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -63(LC 12) Max Grav 3 = 64(LC 1) 2 = 212(LC 1) 4 = 43(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. LOAD CASE(S) Standard pieasa # 3h3y avxnr itsa `{+t fiCX'Yt TRti US k—ScLLEA`}, G t -A - t i TODfi arA i CAxGi GFiB G. StGb9cfi (`BSiYE .f"�.^.CKtIU'iriEG SAPNF tmm L ry y{n ry 4+rs rM ead We»err thrs T us9'..evg 4)ra g 7UE+`F td mE �r,aat a�taa eta unto; oa+trw�a ma-ae tt. Tao.cHr a na �,ataar pitta tr v ne „sed t�,tfia Tcii b ba �se<a :.t n a � eng y i a �x xy E .g� -a�t� m t �a am T'� c _-nsf �, Manuel Martinez, P.E. c.smart e^a+a vtasa .mm �*greeeangxet,t>_ax,i xxt �aosk,-.�>h a�xz eew«�.3 rr, tna Tntr ,r.rtQt t n�daszga aw�>s.�s+a �t-s�..�:,, tY �wth T r a vsidaatna,�,.o naxat ma #047162 prvw r,tW Ctlmat't,.u9rsrtzaa a9lvnt b.e0dmg D.,;D—, a: the.0-1 clth Mc *. i&G kW tmdSmg cWa sna T?t# Th' a:Wraaa' aiti.o TOO Wd yWduse MU T- mrr"mg h.Omg; --j., te-*—aro brag 2sirat em ru5;+rn:s Ry rrttha aauu. as tne.s G�ra�xar ax *xiret_sei wn ar tra snfi arata,ty n..,d sa#eimres at tFre Eekxrg Gnnrp ant SetetYlntom�st,rar;135G74aix=�+°d by Tfli rY SdGA ae reicxera:ed #x })anara!gu:aance� TP4t aefmos the respcnxtxlilias. snd 4620 PafkView Dr - ( of fh Trass Oes'n Sfra a>;Y EmTFrear and T s Rlan,r'a+zmer tmiast otf,exwisa dafx,aa by a C I+a-i ag+aetl vpnn in .Amg Gq aA trmr'ss mvtiivcl 7 e S s'4Y ng ears 1iC3T L+,e BWldiry 4latgrrar or Loss bYatam Enp.+iear M any lne'k}irg. AU St Cloud, FL 34771 esy:U.4«td ismu �•a as daf tliATP, Gopi'r'�ht�2arGR tRcrotTm.s4s R[xua� cE th,sdowmeai, in arsy f5. -m, 3s pmfibk.'d%akfiovi tl,¢wMtert perm(sskn cR k-1 Rw.f 3iuss.S.. Job Truss Truss Type Qty Ply 27/Mechanical WRMSCM1560B1L CJ3B Corner Jack 1 1 A0286712 DEFL. in (loc) I/deft L/d PLATES GRIP Job Reference o tional t A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:43 2019 Page 1 ID:Id_OOXyyT61Bi_TXo1jwHHzefvK-LvbjaW3scz?V32ujrr_Zry?d11 mRQ_KHd?mfPmydOxQ 2-7-7 2-7-7 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 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. (Ib/size) 1 = 95/0-3-6 (min. 0-1-8) 2 - 3x4 = 2-7-7 277 27/Mechanical Max Horz 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 0.11 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-6 >999 240 BCLL 0.0 k Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MP Weight: 8 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 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. (Ib/size) 1 = 95/0-3-6 (min. 0-1-8) 2 - 67/Mechanical 3 - 27/Mechanical Max Horz 1 = 52(LC 12) Max Uplift 1 = -13(LC 12) 2 = -47(LC 12) 3 - -1(LC 12) Max Grav 1 = 95(LC 1) 2 = 67(LC 1) 3 = 41 (LC 3) FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard j� fl ase5 JAY U f 1H OF T+iUSSE6(S'it•Eh.} C NFRA TE MSnd:CC,'oY Ot 6"CSJ6`TOM rt f'8 fE `� AOWIOWLE6GME f— t 4tie' {ar d d 3e Ws M R w g{7U31. •M the /Il S,eaaRyE 4 e "f ra �h jW. U.,T-esch is d'. fi TIM iy,,i nedaryle# Fant usedf theTDQ} be d.D g E 4 4{ x' NYE S +1, 3h i ' »yTOD s�, Manuel Martinez, P.E. L 1 ih py�Den elc^,q t¢.q po sbiyl 1 d Ip Gt{h 12TH -g dvaia +f Q Lha Too y nye. "fY'i f Reftvg a pt k 3'm^ 3han "� bdh lvw of WF f.'d q t, th respo b<'y Ofihe 4047182 'Orn th GMnYts utt i d 3nl B�ia'ngD e9 4 ihe'cu }F.( th inC,. 31rt 16G kdi bd id p d`xnd Prl The 1V `a fth+:TDDvrid yf�.tl se o, YnT YJir,lh df,9<a ?Ta7 t'RaS 'rd g Y.+_!'.4e 111= MY :ufi d SDey cC }. { fii t i N Ve rpD:,°ndM A h dy :d Ur j.Y 3 Od gConan, tS fe3}tefp ratr�BSp)puU .nEtl 6p TPi-ef 58Cp "'tef .sS fo pe,.tie tl T t-ld fimsi't pc .,31h o 4620 Parffjew Dr :; f � aat,e rn s o a eel sy r q B neftr ale ec tasn�(a�ty less ms,g,•.. u .,,ec nj-awch•:ren.�ea? ,a a »3 vx 7 as ,n•� aed The s e s • s @t -we ern:<y;x,.�y,r Tn„s Sn! a g �eei at �r �� , ko St Cloud, FL 34771 taJk«l.xCiertnsae a., d_Bne...,n.i,-'+F 1%aP1•Y.-3tii C'2lriu.A-9 Ravi T;v,sgs Rc�CUahoai c!th,s duGu .tnan+jiair;, {5 prsh�>rd ui2yH.}Na Wntfn2{ie nn eA R-)Rwf3r •zas, Job Truss Truss Type Qty Ply (loc) WRMSCM1560B1L CJ3L Corner Jack 2 1 A0286713 ° Vert(LL) 0.01 4-7 >999 360 Job Reference o tional A-1 Ruol i ruses, run nerce, ru 349,46, 6eslgnLa-aruss.com Run: tt.zl u s May 18 2u18 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:43 2019 Page 1 ID:Id OOXyyT61Bi_TXoljwHHzeNK-LvbjaW3scz?V32ujrr_Zrv?cs1mCQ_KHd?mfPmydOxQ -14-0 2-11-11 1-4-0 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 64/Mechanical 2 = 212/0-7-10 (min. 0-1-8) 4 = 23/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -74(LC 8) 4 = -29(LC 9) Max Grav 3 = 64(LC 1) 2 = 212(LC 1) 4 = 43(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard (��\ Freese t a7WV a9x� M Al ACDF TRUSSES j.,G! ELMt"1 SEttEAA 7 Ews a rd i`GhDSTUt6 G:£STOM Qi'SUYEiY?,.CV,t3G+PiiF(X'MPiFF^I—b ,y ae5�n pa ie eM .d to i!sis.T D s ria ,(TOD)wid Yne `. ' ....PaaYy Ersg rete aheeitrwore U it sc}pe sts5ada 3h TDD, arhy iaz eetor FlaM1=s eis7 he usetl! fh '(GG ;o bs A fis a. 4.En a +«t6esm�:e >dnaenna worl t ds.geo,iha u.,ssdcakced L'w_TDDaW derTplTTr de °""s rssf -yEng eeo,v+ Id:,aayT�.-, r r, Manuel Martinez, P.E. �nMs=s£o aw. #047162 LR e61Kt Dl utt .d agent '1 Ba Y,fbigt 9T et, TDO l.H eS e+ci ih'C-R+a tBG. f¢Ga£[N.N Ncrnle an9 TPFt Thu a�(•+ro'e erittre A36 e!r3 yfi�i usu a3 ih 7 m. v.G lhazffi B, slpisa+ nMe�ahonr 4Ga r�.SsheRLet sycm',i+�+I�tY '. :✓+Urs 6e4d+ Desvp eer end ("Sp act Aoi—xaef Autm -,'G deh prxc6 send gwdulmagal£t_3urKengCw�po:,ent Se£alY laramasW'$5CA3 pab':ahM iTyTPi ,d SSCR re"reirencM ror gxm¢aig ldanar TPFid finistnn_ spa sUnWae_and 4620 ParkYreW or :;n £m s n�,vna�. sp aeY ene� and r,�aa raa��£a ,.-« £arse mnn�. ds �d aY a c .,� aa.e.� w,m, rn X -.t s tn' a� paw m�avea 'rte s :fir t°oa p,� ems, ny aes rM,a sr em ees. 9f m any �.�s{�r„: £1 St Cloud, Fl. 34771 aA4ah.-zd Earms 4�e ars d3bisait �. M I Cgpyry Fltf?UieA3RoaYyasses Rers:adVe?en e£tt,sdatx,meat,ma�y io r; aptaf:&�G pa4yttwW@ec amttart pctmusiah zA A -t Ami Srussps. Job Truss Truss Type Qty Ply (loc) [/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL A0286714 WRMSCM1560BIL CJ5 Corner Jack 6 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 Job Reference (optional)r A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:44 2019 Page 1 I D:Id_OOXyyT6IBi_TXo1jwHHzefvK-p696os4UNH8MhCTwPYVoN6XkjR3k9RZRrfW CxCydOxP I -1-4-0 4-11-11 1-4-0 4-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) [/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017rrP12014 Matrix -MP Weight: 18 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. 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. (Ib/size) 3 = 122/Mechanical 2 = 278/0-7-10 (min. 0-1-8) 4 = 48/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -81(LC 12) 2 = -73(LC 12) Max Grav 3 = 122(LC 1) 2 = 278(LC 1) 4 = 77(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. LOAD CASE(S) Standard A. s to ah'Y 1. 6 li, A -t FCC} TR (.SS&a L6R"j C tE�F 7E M.5 dL0 ISI i h&'G'JSTOM R(°BU (Efi°j..GfCtrGWYr6�'.tEt fc,. dy g,pa t - d . A hs fbi 0-.g draw g{TrID) dM. Ealy e g � -fere rWa ea uni crr^,�t ne- d a In 7"D Yav ectaFa�� a n, r ih mR;a ae era n. - o sn-ees s r w._ M e ,� n;. Ih .R t ,3,.r ,� s ocs ar, Manuel Martinez, P.E. c th pose ai ^9 ae, § t�aEvt"iy1 t tl i,, 'iih WTI— d W,-dnl.•reTDD 'y de.Tr?li Tt.3d ey..NVV •1- onh9T f sny6Jrtr gtsi?e�-`Po by Iilia #047182 clw 'b lA d v_t a e lung D.er arg, mihe waIea rhe t iac � b-1 Wld a,dntf Th0. e PP—tm TDD errs yrk4 61t+aT iS, •dam "m yW tit 4620 Parklfew Dr lY 3 d gOesjq t C 1 .A ntl t - et atr[ U'e TC,D-end to D 'd -a tlg # 1 jY ,l.. ng Conal t Iety tnt otix .BS.^3)-guts dhy Tf's .3'GR re -Mf eC for gene a'g a 'rCtt fi the M 1 W na ;�.rw rth„ o ,s s r.;a�t ger�:;a eraa�u<ad i a+nF: .w es -:co �ba Ea r r�se�y rga .w:i�ed r s} .�ts�, rerrrr,, r, 6„nx�g; s e;a f�aA:sr? a a'~?.e• r Fat St Cloud, FL 34771 �sup"ai,�d3_rtn. a9 dafi�dm TF't Cagy jhi 4`2,J,GRY itarTN sr .^mac,-'�acuc§on v. lfisdo�umeni, to any loam ).&t=hal,�a piC�v�tU_umtten pc , an olf f Rn..t 3mss_5. Job Truss Truss Type Qty Ply 39/Mechanical WRMSCM1560BlL CJSA Corner Jack 1 1 A0286715 e (loc) I/defl L/d PLATES GRIP Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:45 2019 Page 1 ID:Id OOXyyT6IBi_TXoljwHHzefvK-HIjU?C578bGDIM26zG01wK4xdrRjuupa4JFmTeydOxO -1-4-0 4-2-0 1 4-0 4-2-0 i 2x4 = ro 0 N LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 99/Mechanical 2 = ' 4-2-0 39/Mechanical Max Horz LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MP Weight: 16 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 99/Mechanical 2 = 250/0-7-10 (min. 0-1-8) 4 = 39/Mechanical Max Horz 2 = 106(LC 12) Max Uplift 3 = -66(LC 12) 2 = -68(IC 12) Max Grav 3 = 99(LC 1) 2 = 250(LC 1) 4 = 63(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4,2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. LOAD CASE(S) Standard Prce:,s¢ fn gh y tavixm ik `A-1 Ruf; TRLSSE.a CS Lt ER'), GENERAL TEAMS aed DONDITIONS OU TOMER (° UYER-) nGY.t16W-OcmeTT^:f veify sgn r—.— arrd Lead m ft,m F be D (TOO) asd the fE\ $p�aa+fy Er.gmee<:s2¢ vx ebeet before . UnL— wi er ee ee t d ci 3h T' D. only kap a s neNpr elaf sh hs u r fet the TOD . t. fid, l.s a iJ ,a' Egg rmg f, a Syec+ ,'y Ey �er3 ire i rm >;�ry T 3D € ¢gats mt Manuel Martinez, P.E. `. - ' accept— 0 me see .met s*,. —ea g -t>o> bW rc ine deeign of me emgwTr�ss eeack t . tie TDD r. vmde TPI -j- Fr d sraa .-pt- .*-p wn3 ron : su:saan ty a �:� wfn r r.. Jnr o Wma 3. ff,e €ionsa„?<y oMe # 047182 nx^,er. G:e 4)vmc+Y tt ixtd :dent # 8�4dMg Dnsyae; aifha'wr$+H uii!x. MO. i 18e, ka- WI&V¢ ae � TP41 The W ofMeTDD-d enyfwld.. of ttr T ..ti n,l hend#mg, eueeee tal.ho rztlLr*c vhW(Le fae resPC.vtyi _:�:Cor_Heidsrtp Oesgn dCpn iacs Au ,nfes.set wRmthe FGD—tna Prr a 7d gu wee: off e$w , Companc tse'.1y tnfan a-(B5�) ik:atzd 6y,i �Sa" tefe�ee—h»g6n a£g Wunce: ?Pttd fines 4he span Mlfieg ar,:3 4620 PafkView Dr i V- afthe T„r,-Day . sPe-.;eey E g,rreer t;:;e Twee M—AW Lasa cg,e de —d €=y eco € t,g=eea+,a +>n,k-s r� t,y f» m, .:yed The s wy E g a r;aT e,e a�,n;.ns t :yh,• o-;n;.ss sni*+m e�a>aee, or enr w:a�.:: ral St Cloud, Fl. 34771 -taF att:¢d t mz are a. deh+ dt! ai M-1 C pyr>'eht E 201G A f itesfTrosseo ne_m„*ucz,at # Eh,s tic men.. M ant fom,. s Pr:t3*,lna vsnnovi tt ant;¢rz p¢im+ssipn MR -t Rwf T!uSs;s:... Job Truss Truss Type Qty Ply 48/Mechanical WRMSCM1560B1L CJ5C Corner Jack 1 1 A0286716 CSI. DEFL. in (loc) I/defl L/d Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:46 2019 Page 1 ID:ld_OOXyyT61Bi TXoljwHHzefvK-mUHsDX61vuO4wVclWzXGTXd4zEkZdK3kJz?J?5ydOxN 4-7-7 4-7-7 3x4 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 169/0-3-6 (min. 0-1-8) 2 = 121/Mechanical 3 = 48/Mechanical Max Horz 1 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.04 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MP Weight: 15 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 169/0-3-6 (min. 0-1-8) 2 = 121/Mechanical 3 = 48/Mechanical Max Horz 1 = 93(LC 12) Max Uplift 1 = -27(LC 12) 2 = -83(LC 12) Max Grav 1 = 169(LC 1) 2 = 121(LC 1) 3 = 74(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 2. LOAD CASE(S) Standard /� Pre-nseb 7HY it ftACX3. T4L55h6j SgELFh} Et Rd 7F ms nd'fd'xD3 lOt &'Cv Tc—'M—Ti r8tiYEJACYNOWLEG NE'. - 1— WiVj31 ar f d.m.d Y Y.hl best. 11-69{5UU} dth f = s;�aarY ere re a, r'tferere a u ,sir ssamd ec,.ea' a~u, ro.� vas ?u:q w� vt,tr (a t a y�wm Manuel Martinez, P.E.ea tor�.' „tva x b.t6TMba rn aw,s,e T -Da xrT.�us srza ur• apt wain ,tm r.� it+d s tu. r m nys d �tne r-�Fon ��r tme #047182 'Uxrn ,7• samet5 +llWnzeilk .1 !t 8 1¢ vTC g x, ihewMe ldr� f C; to IBG bqi Lu�i.t gwUtnd 7"tt Ths 1p_ s tib TCO eta nyfi�kl .g oltY T h r g stn ag Y Ewid dLrc r.97ketf betl ,w,t .ulh :rvJ L`ra d Uesip dC 2nr,� AI M t H V TUP.gntl to p -L dq aY f }'.,J tt 3 f ng Cwvp� Ci Salel}Ircr at SS.,4}.� b _d by li't SBCA i N}or aerie 9y tl Tn(tb M1 Lhe pv l�a+lY d 4620 Parkview Dr t cin >o s s JE g, erar;dT ssnaaztlaa»re t m6.M er..co t�.eer2-wfla-+,rgcx tom >�.vee,'0, s .paY rpc:tc,_aua �9 �.�,::.ussSrz7 :npi'er r ,yMrmak::tt 81 Cloud, FL 34771 ca,7"....L-cdiems aye a. deHne.#.znT.tr Lep; �t;t E"204uA9RrvifTv.,st.. Rc-,s.;dPe'zm e. in4docum n.. anY 7�..-m,u F���tse wi4nMtRq 4^,k`sn Pcmusmn of kiR J3russ_x;: Job Truss Truss Type Qty Ply 48/Mechanical WRMSCM1560B1L CJ5L Corner Jack 2 1 A0286717 DEFL. in (loc) I/defl L/d PLATES GRIP Job Reference o tional i- { Rod Trusses, Pori Pierce, FL 34946, 4esign@alIIUss.com Hun: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:47 2019 Page 1 I D:ld_OOXyyT61 Bi_TXo 1jwH HzefvK-EhrEQt7NgCWxYfBU4h3V?k9D2e23MnJtXdktYXydOxM -1-4-0 4-11-11 1-4-0 4-11-11 i 3x4 = Q? T N LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 122/Mechanical 2 = 278/0-7-10 (min. 0-1-8) 4-11-11 48/Mechanical Max Horz LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 4-7 >563 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.09 4-7 >648 240 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 122/Mechanical 2 = 278/0-7-10 (min. 0-1-8) 4 = 48/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -81 (LC 12) 2 = -102(LC 9) 4 = -51 (LC 9) Max Grav 3 = 122(LC 1) 2 = 278(LC 1) 4 = 77(1-C 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=1b) 2=102. LOAD CASE(S) Standard d4ease shun �h'y vie N 4.t RcKrTAUS E£t{$=_tLAR"}G£N£{2Rl.tER{AA xrd i'OkD3Ttpt3S C'ilSTOM£:t:{'AUYpI?q ,+6Ht10WiEGC-1 iEt'F'fwmL +ry &+stga pa t draaa qA. im itiisT De j {rawxa {TVrJ} nd the F yeaary Eng xetert ah I treRxa U kas cfl:^tw ste!-.d an ti+ TCD My snector pial shad k+s sea f- the 7DD tab rd ,.s 3 Des - En u s s ( sa $ — r}, { �r7 T>x r ens as Manuel Martinez, P.E. .. m p Keay � wonam ry krt ae atm smgc,P <s zkr�' -0cnu-TDD ro tarTF! t Tr ae:�rt esu at .toa cor%tl+ e.,aa�wy } arfr T { srYe amq "rsfne Awa h+r:Ff afore #047182 n s?a>•h tru f+vmc'.'s >e4wa a Gent rieEa Yitrtg Da yx mtY m xt uiMa {n4,t i$C kxat bi.k3ny cWervd T°'et Thu p{xae +al the TDD -d yfWA ase a1 HreT ..rfi rth '1 g, stoisye atstaAaimn ani Lrupr:g sheu 4e tlw reeWn+.,Nkly E'r fd r Desq{ d Cont ai !a netea set ,at trze TDG: wed Hw p c6 s astl q +3ef ,us N:h v�wrdmg Corrrpon .t SaVutV ta{ m+shc {65.3 te4 of the ,rusi.Dexy+sr. Speu+aky E a, x 3iid T— P.{amrfecte vnie&x clt,e*w. a defy, by S Dont xwt j peU.stiea by nd 53CA re ref axd Mr Gene N guW T 7A{ -t defix ti+e SpYnsrtnlNes a±td 4620 Parkview Cr a.e33a w� =n cgsa zea y� T� 61-41l.force. NOT sass DsV— o* inns sv=�. E�e�,a.� Sl Cloud, Fl. 34771 <&{Ma#seB iarrtis as asd ftraeB an 7t'i.X %tipvro�hE Pa?Ut6A�l Boat Teesszs Re='%oaa�w+;tCtifSdotumaM,sna<+Yfw^rr, rs arsfiSk?B mAhou{Ne vnCaf pomussfan O{�4 RB;.{TeasseS: Job Truss Truss Type Qty Ply I WRMSCM1560BIL CJ6 Corner Jack 1 1 A0286718 TC 0.51 Vert(LL) 0.07 4-7 >897 360 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:47 2019 Page 1 ID:ld OOXyyT61Bi_TXoljwHHzefvK-EhrEQt7NgCWxYfBU4h3V?k9Dle2kMnJtXdktYXydOxM -1-4-0 5-8-0 1-4-0 5-8-0 I 2x4 = 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 0.51 Vert(LL) 0.07 4-7 >897 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.08 4-7 >803 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MP Weight: 20 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, i—]n accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 141 /Mechanical 2 = 302/0-7-10 (min. 0-1-8) 4 = 56/Mechanical Max Horz 2 = 137(LC 12) Max Uplift 3 = -94(LC 12) 2 = -77(LC 12) Max Grav 3 = 141(LC 1) 2 = 302(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. LOAD CASE(S) Standard J� P'. ose Sw.,mu�hy u, A.1 R0 muses (tiECIER j e 5kA T e b & .d.r oi"mGt s oveTOMEP ra' YE '} tirffG�RL _o dE"ti f L ry az inn faz -d . d 1h flp s}. L aw D (Ton -) —d fia f'� Dia>xyE s� rf unsw ts�d� ry o ramps. ,neaor➢iai a s r in �q5t d oe,n; �Ee9f wre a a� in�Tan _nt$a�, Manuel Madinez, P.E. ec y �r u, ,,p .e,Da ,7o,v�rytwc ,i ova, �teTr: rx e�atae<i onx;;e Toa; d<Tvra Traa se Di _ronr Sama �w reoran. t ;ys a3 &4ne.�y» +>„�:y a>fte #047162 qrr lF CH s u2t d 3.t 8 FJ`ng0 iy r. mllre cUM 1 Yte1t IHC WCaibWdmgax0a"x.?9 T%tt 7A6 y+P. a !>5 To�pnii rf 3,4e ol-fi, T t3rah 5f 4m12: N 6 ,udY.m-,�gYeA ieU ,x S".Gty It 4­3Oes+g JCoS .i f tes s.t..m U Too-5nd th D 6 tlg'61 s tU 3iY.¢gCDnpm iS le}Sn! a4 a.C) b ya by T?i 4 Cp f ,eamrgpne e'S d :T (4dh T,e pc 2vi1r er,a 4620 ParWiew Dr "�-.,t rs -D c s ,�ayea Q�� MD.a<zu i mr, -s>aE etv-, r h®a b>.r-i:s�7airD�dT' sDe^�o-'xs a tao-rwnuMngr.-:s.,:n St Cloud, rL3477t W�. paeans a� asa,&ne_aza, ,.r-^Pr+snniezn,e Fi Rasa l' sas ;z�cueuo,c.m�., ae�amen4u,rna*ro.=m..tzrt=;t u�a,ow tnkus.,a�.swms on rn r.ra ri s Job Truss Truss Type Qty Ply in floc) WRMSCM1560BlL GE01 Monopitch Supported Gable 1 1 A0286719 TC 0.08 Vert(LL) n/a n/a 999 Job Reference o tional AA Roof I russes, Fort vierce, FL 34946, deslgn(Naltruss.com M Q O Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:48 2019 Page 1 ID:xhtbvZpZyEOpo7r8?q W 18cymLcn-it0ceD7?RWeo9pmhe0akYyiUE2Uj5EZOmHUQ4zydOxL 2-8-0 2x4 1.5x3 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -P Weight: 9 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-0 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. (Ib/size) 1 = 71/2-8-0 (min. 0-1-8) 3 = 71/2-8-0 (min. 0-1-8) Max Horz 1 = 39(LC 12) Max Uplift 1 = -13(LC 12) 3 = -33(LC 12) Max Grav 1 = 71 (LC 1) 3 = 71(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 3. LOAD CASE(S) Standard Pfianse t' 9AY Ma °At RvC} TRIiSSEb L.S=t LiR tE�A tF.RfitS-d.CCNDIT1ONSCLIoT M RCSUYER-)..G{:fKWLEMIAFN3^I—V [ydaac,pr rd izad i ties "}e x^ Ilra (Mot-d'he S,o o,ty Eeo W sh-1 We. 9., Woo. o* stlbd cn 0,e Too -*Alpine catnexer is, r,11 tm used fxthe TOO t be va,d, Ae, T Dm;y..Eog ma t=e �s� my Ens tu, A _ ��yT�'� is =o��n Manuel Maninez, P.E. Qv rh Fra,¢„ al. e u+oeNx le, tn. de,ran6t a IeT.>,�ceixct"-I"-TCDo0t,, ,TM t Tf eesn �a+�e.»•na t , e btf 'd—.1'th r s t.-yB.ew,ani ar smlagetme. #047182 V D— , er.". brmex's �DJ �34nt ar . 8uMm. Dea+H illfta I" IRC, " Inc, -11Wi -q-de-d TP[t The e{K'w-.e' of to SCJ vod Yf.W.. o7 the T—. 4,tt"re h—Itmg, t-9 N.Uteo ,4 breary 0.1t lee Lesee,—.b1kj am mDesi andt Nm*.: M t tawmtt Too end dy �i—ettl re-. cim;--l6-f-ly)n-e-n-;aset7;x,or%'vd ae Tr'i .Hca—rese+er am: aEn a� d aac.id m.ex: ac iu a?,a 4620 ParkView Dr t tmeT sDee�, s- nvE ..d.asr u rta.srt s.,>e ,gyres aem«.dur: s tm>,t a-egd.. e, +mss z u on i£aociTns:�s¢xcza�Runzeas,oe n�o.TrWsarten= ,e.....nrenrs�na��a,: an St Cloud, FL 34771 cat>iaRYed tams ase as defi,xE. .U'.. WDyw ht@2U i"A IR-17mase,-Re ductm&t the teo-1, w any tams,,A eYA oAt ee'{{ Job Truss Truss Type Qty Ply Plate Grip DOL WRMSCM1560B1 L HR Diagonal Hip Girder 3 1 A0286720 0.0 Rep Stress Incr NO BCDL 7.0 Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, designgila1truss.com Tiff Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Mon Sep 16 15:46:49 2019 Page 1 I D: id_OOXyyT61 Bi_TXo 1 jwH HzefvK-A3y?rZ8dCpmfnzLtC65z49FWuS!8gbdA?xDzcPydOxK 3x4 = 1.5x4 11 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 7.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 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) DEFL. 4 = 159/Mechanical 2 = 442/0-10-6 (min. 0-1-8) 5 = 274/Mechanical Max Horz -0.05 2 = 182(LC 4) Max Uplift BC 0.53 4 = -107(LC 4) 2 = -180(LC 4) 5 = -64(tC 8) Max Grav 0.01 4 — 159(LC 1) 2 = 442(LC 1) 5 = 274(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-734/174, 11-12=-684/191, 3-12=-683/181 BOT CHORD 2-14=-266/679,14-15=-266/679, 7-15=-266/679, 7-16=-266/679, 6-16=-266/679 WEBS 3-6=-717/281 61PA CSI. DEFL. in floc) I/deft L/d TC 0.59 Vert(LL) -0.05 6-7 >999 360 BC 0.53 Vert(CT) -0.10 6-7 >999 240 WB 0.40 Horz(CT) 0.01 5 n/a n/a Matrix -MS NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt=1b) 4=107, 2=180. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 90 Ib up at 1-4-9, 77 Ib down and 90 Ib up at 1-4-9, 36 Ib down and 41 Ib up at 4-2-8, 36 Ib down and 41 Ib up at 4-2-8, and 66 Ib down and 88 Ib up at 7-0-7, and 66 Ib down and 88 lb up at 7-0-7 on top chord, and 12 Ib down and 40 Ib up at 1-4-9, 12 Ib down and 40 Ib up at 1-4-9, 16 Ib down at 4-2-8,16 Ib down at 4-2-8, and 30 Ib down at 7-0-7, and 30 Ib down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pI0 Vert: 1-4=-60, 5-8=-14 Concentrated Loads (lb) Vert: 11=57(F=29, B=29) 13=-74(F=-37, B=-37) 14=46(F=23, B=23)15= -9(F=-4, B= -4)16=-56(F=-28 , B=-28) PLATES GRIP MT20 244/190 Weight: 43 Ib FT = 10% � P .,sn 4t ghy ik 1+-t R f:F7RC5 f-fr rti' LER") G IdEfi.4 TE W-d.06,'Or oustu&'TOM9 R r8UYEF j A6kll6ihiErVAE'.1 f ..L ry vJrt,ra a d .ad 1e ih -, De Q 3J aw {iiJ'J €tliha rtMaet tiro ae u i eu ass dF,m TDD rrr u�—ft,.�at ar at qs : th TDO oto ala ysa Dea G;:£oy �7f .;-;? rye.�� d The icn rtyT _n sr, Manuel Madinez, P.E. In q€a ^4f a v 1, t a syno;ih „m teTr�_aeepa JggthaTD.'Y Y r¢j s r e s<a.gs �i I s'�aca��w a>»it a ann r f ys a an1n. x ruse #047182 j 4r tNe fW.nese sstt d .Sar B Y 9Dkq t 41"wMe#cfthb iR(>R+e BC beat 6cd Arnr1 'a-,07'tt'fhe�ry ra M TilDre. it Yft�Mi vse iitM T ..IMh d19sW 9 tqi .x�Lma+�h'Ntte9 x+q^". 4820 PafjlUCW D( -.M Cr Twcd+ aD �9 qC i fi�i t 1 tR N Tp!I.imtlfn p� b 's dg bel rzE qt 1t ii kv gCampx{• tS I t}in( r,s4 {65CAjc V d6y Tt'+ 5 G# f eGfi pene 5 tl TF41d h Lierc P IV -tl 3q'L f1h� ".D Sp . Icy£ g era�d s6fertvta J r I atheza de*x, tiysL IraieareeQ"7n^ A-.ir�gLry ips+rss m'yed T' Sy+ero.stt} aflU'+'+ 8'Is?g;Desg ergrYn+es:$yst E eneergf -y b,.Oilo .11 StCloud, FL 34771 ;.-,p .,4t3?erns a'S +a_fine�a§T. xi G: PYrojfitQ2UiG A1 ii �T .. e^» R€�+cCuc",£ J. ir�t^. dofumeFt, fn arty 7gm.,3s pr?S14d wiLhdlfR,e kmgen pnttnvs€ion cA F. -f fis+..f i[a s_s, Job Truss Truss Type Oty Ply 301/Mechanical WRMSCM1560BIL HRA Diagonal Hip Girder 1 1 A0286721 SPACING- 2-0-0 CSI. -185(LC 4) DEFL. Job Reference o tional A-1 ROOT I russes, I -on: coerce, 1-L 64a4b, oesign(daltruss.com -1-10-10 R Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:50 2019 Page 1 ID: ld_OOXyyT61 Bi_TXo ljwH HzefvK-eGWN2v9Fz7u WP7w3lpcCdNn h 1 sl TZ2VJ EbzXBsydOxJ 3x4 = 1.5x4 11 3x4 =" LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 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) 4 = 180/Mechanical 2 = 453/0-10-7 (min. 0-1-8) 4-7-4 4-74 301/Mechanical Max Horz 9-10-1 5-2-13 182(LC 4) Max Uplift LOADING (psf) SPACING- 2-0-0 CSI. -185(LC 4) DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.11 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 43 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 180/Mechanical 2 = 453/0-10-7 (min. 0-1-8) 5 = 301/Mechanical Max Horz 2 = 182(LC 4) Max Uplift 4 = -125(LC 4) 2 = -185(LC 4) 5 = -67(LC 9) Max Grav 4 = 180(LC 1) 2 - 453(LC 1) 5 = 301(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-777/214, 11-12=-727/231, 3-12=-726/221 BOT CHORD 2-16=-288/720, 16-17=-288/720, 7-17=-288/720, 7-18=-288/720, 18-19=-2881720,19-20=-288/720, 6-20=-288/720 WEBS 3-6=-760/304 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt=lb) 4=125, 2=185. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 90 Ib up at 14-9, 77 Ib down and 90 Ib up at 1-4-9, 36 Ib down and 41 Ib up at 4-2-8, 36 lb down and 41 Ib up at 4-2-8, 54 Ib down and 69 Ib up at 5-10-11, and 66 Ib down and 88 Ib up at 7-0-7, and 76 Ib down and 103 Ib up at 8-0-2 on top chord, and 12 lb down and 40 Ib up at 1-4-9, 12 Ib down and 40 Ib up at 1-4-9, 16 Ib down at 4-2-8, 16 Ib down at 4-2-8, 24 Ib down at 5-10-11, and 30 Ib down at 7-0-7 , and 40 Ib down at 8-0-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60,5-8=-14 Concentrated Loads (lb) Vert: 11 =57(F=29, B=29) 13=-1 4(F) 14=-37(B) 15=-56(F) 16=46(F=23, B=23) 17=-9(F=-4, B=-4) 18= -19(F)19= -28(B) 20=-36(F) Aerie # Thy ;,wv iti A-1 fi6(T T[i(,S 6R t hL'E LER`7 GENEf2A l ERM6 and CCh.......S G .16TOM .ii (BUYE." AC.KftGM'LEDGMEtM f—i iy ce g r d *Nes m this T it g Lha (TOD) and the, s'-d.*r EN .,ate en l W se. Ud k.s afh^rxsx -t d on rh TDD -1y Ai � ,newer cla(es r.� -ed rx TDD 3o b a�.d. A . T n �p Eng , i=.a. s„�a *r erg��d I. I --Y 700 c � L-." Manuel Matnez, P.E. ae*:�i eese#^, a'ih pr}p 4 .-WradvlRY.f tn¢dsefgy sssq .1U t»g4sTPp,t Jan L'fa TDD i ..&ITP! i Tl�d wane PE basf+rrh 31 iutaWi f of ih T,ass fxfr 0—' u,a aNmars .m d ad t v e a raY!s Das s�rec e<u,r wne i rsina iac fha Esc w��a au.wm «,de eva rel { Tha �+ a^r s ,ams +�a Hr ortn # 047182 p aJProv WMe 3DJ:an! yfw.:d u=s pt tM1 T ud�,ih dhnD. sWraae, nstetaMms ibrecrr�sFeat(te tJ pen.LiIA" :ut v'v .1'he T bene d e eta r,eses ae# con M TCYb and me cra;.u;as it dOd� as .1{.8-9 -Eontpxan# W'# tnromrea�, tBsrtiy r eT - Sa "3 ,a sscA ,e retemoced arsP.ne �' a �canca. TPu aannee ne Pans- dss aM 4620 d, FL 34 Or rieiw f the Tryss. - S . Mi Eregir<enr sml M16 MI P-ftss , unless Nheiwzae dd -M fay 9 G vireN,varf vpan in aM,ng hY a,f Pa+hes mve?sed T e. a A-' Tm m t1G, M1,a 9W4"s.<g i�sagner w Tnlss:SYstem Ee,gmaer of anY 4v.Avy C.0 St Cloud, FL 34i/1 -taptafsx-d iuems a:.e as ddh-C,n T{ -.t iapyrvyhSC2J56A iRw5{Trusses RFw^.�riduc5,on of tins Cuum,+t.x+any fam:.ucmf8a#_d%iiRo:A tAy vmt#¢rt patmwmorr cA A-1fixt Fruss_s. Job Truss Truss Type Ory Ply in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL A0286722 WRMSCM156OBIL HOL Diagonal Hip Girder 1 1 360 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:51 2019 Page 1 ID:ld_OOXyyT61 Bi_TXo1jwH HzefvK-6S41G FAtjRON 1 H VGJ W 7RAaKsOFObI V6TSFi4hlydOxl 1-10-10 4-7-4 9-10-1 1-10-10 4-7-4 5-2-13 2x4 = 1.5X4 11 3x4 =- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.11 6-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 6-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 159/Mechanical 2 = 442/0-10-6 (min. 0-1-8) 5 = 274/Mechanical Max Horz 2 = 182(LC 4) Max Uplift 4 = -110(LC 4) 2 = -271(LC 4) 5 = -229(LC 5) Max Grav 4 = 159(LC 1) 2 = 442(LC 1) 5 = 274(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-734/451, 11-12=-684/468, 3-12=-683/462 BOT CHORD 2-14=-523/679, 14-15=-523/679, 7-15=-523/679, 7-16=-523/679, 6-16=-523/679 WEBS 3-6=-717/553 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 4=110, 2=271, 5=229. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 90 Ib up at 1-4-9, 77 Ib down and 90 Ib up at 1-4-9, 36 Ib down and 41 Ib up at 4-2-8, 36 Ib down and 41 Ib up at 4-2-8, and 66 Ib down and 88 Ib up at 7-0-7, and 66 Ib down and 88 Ib up at 7-0-7 on top chord, and 51 Ib down and 40 Ib up at 1-4-9, 51 Ib down and 40 Ib up at 1-4-9, 10 Ib down and 40 Ib up at 4-2-8, 10 Ib down and 40 Ib up at 4-2-8, and 29 Ib down and 71 Ib up at 7-0-7, and 29 Ib down and 71 Ib up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-14 Concentrated Loads (lb) Vert: 11=57(F=29, B=29) 13=-74(F=-37, B=-37) 14=46(F=23, B=23) 15=-9(F=-4, B= -4)16=-56(F=-28 , B=-28) 0 L6 A PLATES GRIP MT20 244/190 Weight: 43 Ib FT = 10% j� f-':,snfh Thy ¢'. H'9 A.t R001TAU So" Sx LE `} EN8k4?, ?E ms and 'Cispl'Cf ifi OUST(M9 fi J'AJIEF-i.*t Vt1OiM11E7T /.tE'..T1 mt Ham' *]. ra .d d t theT D DD) ,othx- !Il ty, g t. fe ch heio s4 U i s aii mv2e --,d ih i"D - yA r0 nedmplat ha be u ed f ih TOO ,o6 d A., 0-',p _Erg g f FY E si i- U+ 1 ny 373 ,s _nesse Manuel Martinaz, P.E. f—i ,y, eth FN,e 3 eltngf ri poi-Wity.j i d no. Met WTr�= dvAoed bn'lie7FD oh Y. Undef Tt�15 TY d vgne befog ,ii e�bt tl -f {h T f -YS N q H,eratb ,b YU?t1i_e #047182 'a+r<i Jw 6vm is 1i il i SriJ p,C y ac tfictiUn' i ith fRC, tins 78G, hs-ai Lu 7i gwd'.diPt]Tht+apPrr Wifi TJ`J antl tgf�d via of-th T ? h df g fo ag t5l -d t"P.ai be.9 :cY':L $ -0 g0, 0, dC S ,i Afi 1 t US b Tab_sndif1­i­ 'e d9U G..s.aS th S Y ng Ca:,pn, tt Satet}inf L OSC3).puP ..ned by T S q,. edfi 9:ne s'g tl 1-i4 h tee pro t;bG afid 462Q Park1'iew Or 3v1 ru, a sF.=>a,yE e soar s r+P�sraau� 1 when. .» sapsco tsct sV.�ga-s�Pa� 'ar rM �e , ped. Th s ..23 n tvTm en g;,;r:.�e. . „„ssy�me e.ngr 1 orb ,grs_±'+o 3t Cloud, Fl. 34771 :«q:civ_d tertnsa c.v4+,finsd xn SFtt aapyrs�kt92pt6 A'i }2a:t't;Psse. rZ .�toducLm cith,s cioGu enzai anyia,`m,.s lxaY.L.[�,itinM t134 xnnen feu n.cififio„f?rasses:� - Job Truss Truss Type Qty Ply (loc) WRMSCM1560BlL J7 Jack -Open 9 1 A0286723 TC 0.86 Vert(LL) 0.17 4-7 >478 360 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:52 2019 Page 1 ID:ld_OOXyyT6l Bi_TXo1 jwHHzefvK-aee7TbAW Uk8EeQ4StEegiosz?fi812YchvSeDkydOxH -1-4-0 7-0-0 1 4-0 7-0-0 3x4 = 7-0-0 Dead Load Defl. = 1/8 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 4-7 >478 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.20 4-7 >413 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 24 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in� accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 178/Mechanical 2 = 349/0-7-10 (min. 0-1-8) 4 = 70/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 3 = -118(LC 12) 2 = -85(LC 12) Max Grav 3 = 178(LC 1) 2 = 349(LC 1) 4 = 111(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except Qt=lb) 3=118. LOAD CASE(S) Standard Yk,.nse Yn 1tuY *Rriaw iFe "A -t RCiFJF TRl2S5Eb ('CELLER•t, GENERAL 1 ioron -1 -0_4 0'_Q VO) nd fbt e;m6.4r Erg ,mk h-1 W se Unkoa pa*mR sratee oo Ane TDD, oKn ALL, a --tor plots &0 be „sea fo.tne TOO w b, v� rw a s oezien Eog nns t, @, spom ib X v -y TOO ter—=- an Manuel Marline z, P.E. ` oct anon men,a:e ! .en n„ g�re+>vt r s a aawmap�:via�r�$geeaxt 1_tb:TDo 1r.=n,.de,.Twit TbIdesa,rt ;w�u at n:s„s uty �v.�w+n T :fo,mye.,;A: ,t,,ere<PanvbuV0M. O_ aa:arnx,ere mr::mzeaanent uae.,rv�:�.Da ter,ma,aPpmtwma{Pre,Analac,w�},;.;rt;::ycode Trt.t Tho opo-.a.mmerOD«�.t rrwadoeatm T- .n�a,.�n-„omq,gm ae maat�«.e.dnoovxr,aabeu,a+osr�aa;:u #047182 :ca na sanm� aasw a. � eontrrwn« Aarmtexsat ow,n era tali and me we~-u�eaeeasomeu s �t rr nom sc v e,a sale+3 srtroms>r.,,, sasctf pocs�, w ay iii, anc sac n�ia rereren a ro, set,erat f3P�aanoe: Tae.v aatmHst!;e mncan wes ana 4620 PaWmw or ;fi,ta^ ftf,? , Oe iq_ S.pe ky Eaginear-a Try Mmn f. o -1— cNrozx-se dafned by 4 Goniract arced vpan �a-.rmg by ail Pe+trSs mM+rt`ca T� 5➢ecia%) il tdQT 4he fleA' n Ca Tn�ss $ tem E Y.gxtai,zed tem,. are as dxh h4 bi:YPa> G.,pt,3htU 2n16A 142ooiTvsses-Restcdugs«,tX}h,s dotumeo-?,many lam,sctchb�n-d vrztnnat Ga4 wnttee Pa,rasz:end1iRw fTrusses: °` 9 `'`�nerm ys rtp neer of arryt+v29i+;^y f.9 St Cloud, FL 34771 Job Truss Truss Type Qty Ply (loc) WRMSCM1560BlL J7L Jack -Open 5 1 A0286724 TC 0.52 Vert(LL) 0.18 6-9 >460 360 Job Reference (optional)s A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:53 2019 Page 1 I D:ld_OOXyyT61 Bi_TXo ljwH HzefvK-2rCVhxB8F2G5GafeRx9vF?PD 133wmTsmwZBBIBydOxG 44 = 3x4 = 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 0.52 Vert(LL) 0.18 6-9 >460 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.15 6-9 >542 240 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 6 n/a n/a BCDL 7.0 Code FBC2017[TP12014 Matrix -MP Weight: 30 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 91/Mechanical 2 = 349/0-7-10 (min. 0-1-8) 6 = 159/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 4 = -69(LC 12) 2 = -134(LC 9) 6 = -125(LC 9) Max Grav 4 = 91 (LC 1) 2 = 349(LC 1) 6 = 165(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/338 BOT CHORD 2-6=-582/283 WEBS 3-6=-307/633 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; 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=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=1b) 2=134, 6=125. LOAD CASE(S) Standard � Areas9 h ] b n"A-t HfiQ TRL 5.ik8 (Se LEh J EtS£'�^.0. 7E fi., .d G1 1Ct fit3dE7GM R {°t3.SfEti°}.:C✓.ttCih'L G�'MEhT" 15rn i x�n fu d d Y ih "Se taw { CC} diha !' s:�a.�are� wee a;n Iheimau u i 3dF .� to a L D nksJcnnnesinrpixf ta,he,,, dr to rco;oa d �.. aa�,„�:Eng Af -�e Me sd+i*e i,•rr� to __oiaan ManuelMartinaz,P.E m.,.rare m ha aer,g x�tyi i aa<i�.in bT e_sa�aac�v�,�TDD t naet'i?�iTYsn dda ;ieaAirvt, .rnon >nut �o rthrs t,rrs ddfa�=�-.yatita #047182 -Pm F Ormets utt J 3 [ S BJYJmgD g 7}:'cuM �t 1he ifiC the iBG #ai tv is N Te'x�d7"N Th•asR!'✓'•'a Citi 7JD and nyfvid sa o9th T ay..u.T 6.6,,n% aW* 2 00.1 :a btrt oo 3sh Rtre th R'Pcmv'. trE of Lys$ N d0 siq 3Gp ,.'.1 £.i t Sel at U idantlM p+a 6 dq .d U ->j.F 8 Gang Conpa tSe(eM1y tnt rati 6S'})a b ed 6YT#'F rw SGt+. f .ed{w gene Ny d ?Pt1d fi ttie !w 11 nd 4620 Parkview Dr re l Hh€ .. b ! $p-., G E e ?iE T e'ti�:uJar;Y i ath-M dm bQ.fl Gb t ^t.e? Y k 'Pe dm9 Lq b'I Ps'•as !-eea Th Seas;' } 'q t G7 cre a cI nj Revd >' s_ e".t rn E .p pe9r f M 6u..Qi a ?M $f Cloud, FL 34771 -ca Yaa. 3p.Ims'a{e ©.. d2fine,. aA TPY. CR3iyFEfl�y.0 P. iR✓MiS .,s5x '�.�=�dY�p'�c. ib�s'vUiUmeln. c�i dny ta.'rt'o-i.t�1'bt^E+LnVj9nilra GrlCert{+Gfn11t2fOJ�,Cd l+�t iiq.{,fusses:. . Job Truss Truss Type Qty Ply PLATES GRIP MT20 244/190 Weight: 27 Ib FT = 10% WRMSCM1560B1L HT Jack -Open 6 1 A0286725 BRACING - to bearing plate capable of withstanding 100 Ib uplift at 2 = TOP CHORD joint(s) 2, 5 except Qt=1b) 4=105. Job Reference o tional H- f mvui i ruses, run Tierce, rL awa40, eesigntwa itruss.twm Kun: 8.ziu s may its zults rant: 8.ziu s May 18 2u18 MI I ek industries, Inc. Mon Sep 16 15:46:54 2019 Pagel ID:ld_OOXyyT61Bi_TXo1jwHHzefvK-X1 mtuHCmOMOxukEr_fh8nDyRrrSJVy2v8DxkldydOxF 1-4-0 1-10-8 2-7-10, 7-0-0 1-4-0 1-10-8 0-9-2 4-4-6 1 1 1.5x4 II 3x4 = A 7-0-0 4-4-6 Dead Load Defl. = 1/8 in LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.34 BC 0.34 WB 0.00 Matrix -MR DEFL. in (loc) I/defl Vert(LL) 0.22 6 >384 Vert(CT) -0.23 6 >359 Horz(CT) 0.07 5 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 Weight: 27 Ib FT = 10% LUMBER - 2 = TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400E 2.0E 5) Provide mechanical connection (by others) of truss BRACING - to bearing plate capable of withstanding 100 Ib uplift at 2 = TOP CHORD joint(s) 2, 5 except Qt=1b) 4=105. -7(LC 12) Structural wood sheathing directly applied or 6-0-0 oc 4 = purlins. BOT CHORD LOAD CASE(S) 360(LC 1) Rigid ceiling directly applied or 6-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 166/Mechanical 2 = 360/0-7-10 (min. 0-1-8) 5 = 87/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 4 = -105(LC 12) 2 = -78(LC 12) 5 = -7(LC 12) Max Grav 4 = 166(LC 1) 2 = 360(LC 1) 5 = 118(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuit=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. P' ase Y 3tuY M A -t ROOF TMASES ('SELLER"), G£N£RA TERMS and COMNTIGt S G .SiG R rMWEiYj ACWJOWLf r_,VTNi form bfy3^ Ps ftn T r r,C..ad is _a i]rawar (700) z "1 up^,:is�y erffi iere cneei Wore Lnk-ss Mh sand en ft ro mx fiup wnaaaor olyah to aseda u, TOD t» 4 ,.aa. D w ea,g f .� hems+ F. 1«�-YT, �__ tea Manuel Matnez, P.E. am grste tnaen., �uorcaraYa�a denol iheemyk Try scaon t?t9 TCD T under rlt s t'r a�aa rtl toa�rr,; dtwn s t�,ur iy._aran s rnrr s,.w,rlstbaron qtr at+hQ' #047782 Gxin'ar, aae GWneYs ull 4ageM 2486vYdsng{+Tsgr:er, ittitcew trt the JRO¢ the i&C, k+r b:7l.Sry—J. tmdT Ii T}. appro: uftlre TDD and Yfi dose ofM T mei gh Mg, s4x�e ta9abor 4 breO+Jakea be it< span@d+i4TY. of tYl BvuY+hT Des+g and Gorr A (abet wS ll;e TpUad {vx-0.x's tlgv#elusaiUn Euiknrag Cpmpn�a tf>atcty tnr netrc ;65G3PUUv hed by Tt+i tW SaCApve,eiererfor gea guidance Tfl�-t defirtes ttm_ pc talN en0 4620 Pariew Dr iWL.. dire T- D-Fg .r, Spesia� y £ng,�er_4 Trvss Rlanuta�u —I.. ofie±w de =d by d C 9r i agrt+zC pan �,v-.Lr�g Ly a pmCcs �rsvave3. T Syuaa{' k E 3 g YGT v�¢ ftvrtainy £esgner p^ Trtifre:SysWm Eevg*neer gt anY tn+,kiry Ail. $t Cloud, Ft 34771 <ap:ta4ttdlarm5 a!aa. dsizncEifi:LHBibP?my§E@20,GA 3RcoE T.g.sos Rt`i+a4uceoa ale bna EOLutrsan6,manylP+R'. is picbisdzd vll Wut thele Han PamuSRian.it f.-}6acf 3cu55;=5_ Job Truss Truss Type Qty Ply in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL A0286726 WRMSCM1560BlL T06 Common 4 1 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:55 2019 Page 1 ID:ld_OOXyyT6l Bi_TXo 1jwHHzefvK-?DJG6cDOnfWoVuo1YMCN KQUeytotEOv2Ntg Ig3ydOxE -14-0 1-2-4 , 4-6-0 7-9-12 9-0-0 , 10.4-0 1-4-0 1-2-4 3-3-12 3-3-12 1-2 4 1-4-0 48 = 6.00 12 1.5x4 I) 3x8 = 1.5x4 II 3x8 = 1-24 9-0.0 1-0-8 „ 7-9-12 7 ' , 1-0-8 6-7-8 0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.09 9-10 >915 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 7.0 Code FBC2017ITPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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) 10 = 415/0-3-8 (min. 0-1-8) 9 = 415/0-3-8 (min. 0-1-8) Max Horz 10 = 147(LC 11) Max Uplift 10 = -194(LC 8) 9 = -129(LC 13) Max Grav 10 = 415(LC 1) 9 = 415(LC 1) FORCES. (lb) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-95/251, 4-5=-95/251 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0t=1b) 10=194, 9=129. LOAD CASE(S) Standard M N PLATES GRIP MT20 244/190 Weight: 69 Ib FT = 10% Pe'rsa f 7n Y 'te 4+n `A -t #kGiJ T3[ 5SE& i tiE Lmj EtFbRA TtY.5-and CCP o Ckt S W TOM sx r-sweaRl AGY IM''LmCSte4T fmn: i fY u7. na -4 d b i^is c7es- G a4F (TDD) d Yne: !31 geaa+lyE4eet,( sh itefo Ulessc4h sts.d ihT'D KrySry -^inectmclay t bens3fnfheT3Dlabe td a. bevgi:En9 9( hyE� er)lh I -Y TDD nkar, Manuel Marlinez, P.E. L - ' c 2' u . o.a xm as aee,.f n em-g7i a J , pct in gkir.�esa n+deawiT;tie'ra5 y n3orr�t s rr a a'e unr� iw�r,7 en chits ,a vv;. orfs s iv :yrs dng.�s One wn r tme- #047182 'p h n ets ssUx A,d-t U &Id+fg[5e �g mU»'mrA tu€ihe iRG 3M1b IBG kwtbUW pwde snd T"tt TFr:»?cr+. !th T'33 an:. Yf ) S�offtT e.tip h-di'971orsd t'Ittt:b rtl Lra 6s1+N i:ei s{+orz. niX aSCw Cd Des.¢ JC-rf A N (Y.Set avi Ye TDp snd to p -4 - tlgu:7! -..I tt(+3 i¢£Ctlmpai tsa(ety tnr ai, HSC3)'£ b -h dby Tet tlS3C'p -'R} .eC fp £e.;n Sq tl ;4'iid M1 ih, p WJ s, ertd 4620 Parhrjew Dr :a r>fi o r s� n�E=,puree�ac*a s&raaavtav t anaru- hn bssc f t a ea+�a n un9Ly gca^�a '..ea Th, spec. tao tne8+ida„rya.=8� , N.es'sY�t s 82?:?r t ,yb�q..£_aa SICloud, FL 34771 tap;'ba6tertna a, as d-ah—d'ti TKi Cap” fit@ 261b A:1 Rccfi7 .nes .Rep GUW Scf£�,-doEu nk,m any io.m,,.¢::hti!_n wYlao YtteamGon ixetmisstan MfflR -f Tmcs++s: Job Truss Truss Type Qty Ply 20.0 WRMSCM1560B1L T06A Common 1 1 A0286727 1.25 BC 0.37 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:56 2019 Page 1 ID:ld_OOXyyT61Bi_TXo ljwHHzefvK-TPteJyEOYzef72ND64jcte 1 gSG8Kzr8CcXQrMVydOxD 1-2-4 4-6-0 7-9-12 9-0-0 1-2-4 ' 3-3-12 3-3-12 1-2 4 4x, 4x8 = 6.00 12 1.5x4 II 3x8 = 1.5x4 II 3x8 = 1-2-4 9.0.0 t 1-0-8 �i 7.9-12 7-f1-8 ' 1-0-8 6-7.8 0- -tj-r 2 E LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 10.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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) 8 = 322/0-3-8 (min. 0-1-8) 7 = 322/0-3-8 (min. 0-1-8) Max Horz 8 = 135(LC 11) Max Uplift 8 = -98(LC 9) 7 = -155(LC 9) Max Grav 8 = 322(LC 1) 7 = 322(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-129/283, 3-4=-129/283 WEBS 2-8=-208/305, 4-7=-208/304 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M N DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) 0.09 7-8 >900 360 MT20 244/190 Vert(CT) 0.07 7-8 >999 240 Horz(CT) -0.00 7 n/a n/a 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 Ib uplift at joint(s) 8 except (jt=1b) 7=155. LOAD CASE(S) Standard Weight: 65 Ib FT = 10% Fi¢¢sa ft atdy rus k, A-1 f;.CYfi rRt.fiS£S ('9=E lE3i"} GEH£RA TERMfi and .: Cit,bt CNiS GkieTUFAc#.(°BUYERy nGKitOih2EUGMElfi"tame b vty daexan pa t s>d d i.. P»sF 'Se'uawrg ,. and 5:"=aadY e Crete sEi beret¢ va>¢ea ade smve aP trre rDD onty e -0�oaaw. P� aria s. Psed e,� to='rept ae a�a s a o¢� n.EPa +na t s„� rr a a� �a.� u.¢ saa� "y Tai rer -r+.ts �.�. Manuel Martinez, P.E. xcrsr attheW.1e ieeg'� ee P-Oxmyt teed-ioo 61 th yieTnjssp VP ed an eiP TDD V. m,det TPI -1. T" eety, Pt ,toad dtwns; eP NWY 3os9OW4T fo..a ys A'a ee me -Vmy urate #047162 Qxi^,s<tha.1vmcNa ua d t a & hk✓g D sg rer, mltrecYmr.xEW t!xx a2C ahs 18C, kxa� bwNmy cads ana Tf'k t Ttw_ aP{rwvaf artiro TDD ana yfiw43 vse u; th T»rss, anfu:GPSt hand3ma. stwye sta3aPror;eW t'r� sF'xR #m a pe .>3:!M) ;azure eP�„P peter acori.� Anr,utea:set anma;a rDGund cue pxa;.6ceg end aux4eurses�the Evlmmg co�vo,ent sakekr ieraaratrs, tasr,�>Paha*,ed ny rpt ,a s.,ca ,riteereacro. a�.e �ynwanua: :Tata ihu Parta,'ANex. and 4620 ParkYew Dr d L Ea,e T s Dasta S^acis4y £r�iw ari¢ Truss Pdanvtaclv+a unWss cam-»tise de€nsd by a fv irectzeed vpan sn x^:trg ty a� PaN:Fs mr�' ed T e $ a5 t a ra p]CiT Pre a: any �s�aat o,.pnsa srtem £ee=,e�?• �r aer tnru��.e: ;tai Sl Cloud, FL 34771 ts�..t_ed SsimS are a., tMbrmd.:,'Tfi3 LmPY+Y:+h;�?Ai3k lRas{Ttu¢¢es RcPraavCsgn cE tH�sCwvmea,ESnyle>;tb.,s$ph::Gd¢Cq¢Ntaui the vmiSan gamnssan Gf+t Aot}x�.ssas.•. Job Truss Truss Type city Ply in WRMSCM1560BIL T06SGE Common Structural Gable 1 1 A0286728 TC 0.24 Vert(LL) 0.09 9-10 >915 Job Reference (optional) a A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:57 2019 Page 1 I D:ld_OOXyyT61Bi_TXo ljwHHzefvK-xcROW I EeJHm WICyPgn ErPra_Sg ULi IOLrB9PuyydOxC -1-4-0 , 1-2-4 , 4-6-0 7-9.12 9-0-0 , 104-0 , 1-4-0 1-2 4 3-3-12 3-3-12 1-2-4 14-0 4x8 = 6.00 f 12 3x8 = 3x8 = 1-24 9-0-0 1-0-8 I I 7-9-12 7-14-8 , 6-7-8 0- -11� 2 LOADING (psf)SPACING- 415/0-3-8 (min. 0-1-8) 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.09 9-10 >915 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 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. (Ib/size) 10 = 415/0-3-8 (min. 0-1-8) 9 = 415/0-3-8 (min. 0-1-8) Max Horz 10 = 147(LC 11) Max Uplift 10 = -194(LC 8) 9 = -129(LC 13) Max drav 10 = 415(LC 1) 9 = 415(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-95/251, 4-5=-95/251 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 100 Ib uplift at joint(s) except Qt=lb) 10=194, 9=129. LOAD CASE(S) Standard M N PLATES GRIP MT20 244/190 Weight: 84 Ib FT = 10% P.eas9 h TFHy ih .41) b`f6 i+aL6UEI (S:.CteR j GEfS£ftA! TECbt6 and GO` Di iiit&'GJ tC.M R:f°SU'!ER'$.aGVflOiR2EPFME ti"f Yy drsi7n pe +d. d k M! T be U a {3DJ$ . dfh3 Ege:Sv"y E g Sere sh i tret8re Ltnicss atM stst-d th TUD .nty F.iP c^nnnctor vlaf a., he us d f ih To 706 A- _- Des gtiEng g f ..-,.e +h £ 9 " #, th i - Py TOO F n5 sr, Manuel Martinez, P.E. 6CLeP Lh Pfe e' og eeP .7 pa cBfl Ey:Y S d gn D. thes�pb7 �s'xte CM CPXh>TPD / 3e 7P75 Thzd sgrses Ft I Sitt.}condh u'i'NxI tY �P%`atih T f.r�y8 ..1 g,g lPe rpt b.^.y ottKe )j 647182 Or,e tF OrrnErc.i u11 da9 t e B (.i �9:Ire yr fi,ew IaSN i the lBC, kcatEw-.Id grxl snd"('"i) Tb- 2P a tih -iDJ snH yf�l ve thEsT f5,.iir✓�h n3),g. since to Av ..azd tre +y Fwiit ft persF iR/ , Lhw v.L � D ,.9 d C SrsU Au t f avS tr "0 d th P -t✓` -e tl guxf f s J SY 8 9''.a?!p.t Salzty (rtt neg ea;85G3P by 7?'i. u' CRS f .ed to ge;, c N g d ".i t d h iti - P IrG yhd 4620 Par ew Dr Wt ti nD y S IyE 8 r2n3 t.arzNaUv�e i sahem .h dfsy -f t 9rrt+ezti +rm .rtr'e LyRipsces dSrocd, 7h Syv s!tl t�#G_ tiw BwtsmjC.' gn orTrvss by^3w Eerg peer of yW.:d.�a iai $f (.IOLId, Ft 34771 .cap: aitedtsum. SN Ps d4fined hTr,4 C.Pvaati1911loRiR tT<u sqa 8ci,tidyG an a.3hts doh enL a<pny io.`Y>ti Fn'tWiYA,i°tm+f 4,4_rmn pcmissroh c9 F -i Ra+S Teri Job Truss Truss Type Qty Ply WRMSCM1560BlL T07 Common Supported Gable 1 1 A0286729 1.5x4 II 1.5x4 II Job Reference o tional a-1 Roof Trusses, Fort Pierce, FL 34946, design(dDaltruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:58 2019 Page 1 I D:ld_OOXyyT61Bi_TXo ljwHHzefvK-Po?OkeFG4auNMLXcDU14y36Bo4vDRl FV3rvyROydOxB 3-8-147-5-12 ' 3-8-14 1 3 6.00 12 44 = 1.5x4 11 3 1.5x4 11 N N (6 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 11, 12 MiTek recommends that Stabiliz=requiredcross bracing be installed duringaccordance with Stabilizer Instal REACTIONS. All bearings 7-5-12. (lb) - Max Horz 10= 29(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 10, 6, 8, 9, 7 Max Grav All reactions 250 Ib or less at joint(s) 10, 6, 8, 9, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 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 100 Ib uplift at joint(s) 10, 6, 8, 9, 7. LOAD CASE(S) Standard peg. a, 9foy v- Me"A-1 ROOF Te-SuS Et S,S'CLERf GENERA WAMS asd:CONDITIOf S011STbM R r°SUYeFZj ACtfffOWLEXMENT^ faaa, fy sss:Tn Pa t as t.aa ab M' i 0a—i s-9(TOD) sic j y3 %i SP -Ay Ene reie sh"I aero tales, C4 salad as M, rao oaay Acme sameeia, alp r ae �,a afxM TM to to eid As.T a ...Ess mgf.e.s� �y Ens e," at.- any To c+e�-t Manuel Martinez, P.E. r 1m s `a m�a«+en.;, 4stnr I.- in. dao�n at me smafsT—dewaef sa,+.reTDD a nda. TM t Tr a swn nt s; foej .tna�,-ss�.,sNfAs _ Jase: ofI"T !b ays Waqis to. �o :rof uy< #047182 Stn , 4GNmHr'r stfeA a egronS ta,a E 1roM9:Cs aafhx w fe i of the fR4; itw IPI, bvU:kxg rade aM TPE r TNx a rv-uffiaiMa TOa aqd ryfxhi vac df tiie T e :.-v 1'wu nand3m9, pW* ta9aGonarai are^ *�xhaR belt i !y s`zmp as s arae erg na mss sef own Ta¢sna Ma v+exces.8,d euacM�se;i,3 ra fia&Gr.9 oornvo:+anl selet, imonnaua?+tssr?uc+tM:�rea br;t, naescn® 'ref Hasa ra sane �s a `aa+e.l aefinesirw na v+was ens. 4626 ParkYiew or d Iet at V. o to saasia tf Eae,nenr a,;dM-'A a , oak-sa aMerts du�s„w br a cont a, d o �,.+ , s 4y as raffia s,. ed ins syso ur e e ta6T �a eo wny a�„et o, Tnsa snfa�n Ems. ,ore y mxa . nn St Cloud, FL 34771 Ca'Aaod Hrmt. as as defined et=TPI-1f%`_a)Tghf*2016RfRoo!"T—s¢s–Re„^iadVcawn cfM[s dat}iiti¢aS, mt any f—,aaxa1-0s aaS4a1 Sha—ff-aamt iaof A-' Roof T --s 10 9 8 7 6 1.5x4 11 3x8 = 1.5x4 II 1.5x4 II 1.5x4 II 7-5- -5-7-5-12 7- 12 Plate Offsets (X,Y)-- [4:0-0-1,0-0-0],[5:0-0-0,0-0-0] [12:0-0-0,0-0-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -P Weight: 91 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 11, 12 MiTek recommends that Stabiliz=requiredcross bracing be installed duringaccordance with Stabilizer Instal REACTIONS. All bearings 7-5-12. (lb) - Max Horz 10= 29(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 10, 6, 8, 9, 7 Max Grav All reactions 250 Ib or less at joint(s) 10, 6, 8, 9, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 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 100 Ib uplift at joint(s) 10, 6, 8, 9, 7. LOAD CASE(S) Standard peg. a, 9foy v- Me"A-1 ROOF Te-SuS Et S,S'CLERf GENERA WAMS asd:CONDITIOf S011STbM R r°SUYeFZj ACtfffOWLEXMENT^ faaa, fy sss:Tn Pa t as t.aa ab M' i 0a—i s-9(TOD) sic j y3 %i SP -Ay Ene reie sh"I aero tales, C4 salad as M, rao oaay Acme sameeia, alp r ae �,a afxM TM to to eid As.T a ...Ess mgf.e.s� �y Ens e," at.- any To c+e�-t Manuel Martinez, P.E. r 1m s `a m�a«+en.;, 4stnr I.- in. dao�n at me smafsT—dewaef sa,+.reTDD a nda. TM t Tr a swn nt s; foej .tna�,-ss�.,sNfAs _ Jase: ofI"T !b ays Waqis to. �o :rof uy< #047182 Stn , 4GNmHr'r stfeA a egronS ta,a E 1roM9:Cs aafhx w fe i of the fR4; itw IPI, bvU:kxg rade aM TPE r TNx a rv-uffiaiMa TOa aqd ryfxhi vac df tiie T e :.-v 1'wu nand3m9, pW* ta9aGonarai are^ *�xhaR belt i !y s`zmp as s arae erg na mss sef own Ta¢sna Ma v+exces.8,d euacM�se;i,3 ra fia&Gr.9 oornvo:+anl selet, imonnaua?+tssr?uc+tM:�rea br;t, naescn® 'ref Hasa ra sane �s a `aa+e.l aefinesirw na v+was ens. 4626 ParkYiew or d Iet at V. o to saasia tf Eae,nenr a,;dM-'A a , oak-sa aMerts du�s„w br a cont a, d o �,.+ , s 4y as raffia s,. ed ins syso ur e e ta6T �a eo wny a�„et o, Tnsa snfa�n Ems. ,ore y mxa . nn St Cloud, FL 34771 Ca'Aaod Hrmt. as as defined et=TPI-1f%`_a)Tghf*2016RfRoo!"T—s¢s–Re„^iadVcawn cfM[s dat}iiti¢aS, mt any f—,aaxa1-0s aaS4a1 Sha—ff-aamt iaof A-' Roof T --s Job Truss Truss Type Qty Ply PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) We n/a 999 MT20 244/190 A0286730 WRMSCM1560B1L VM08 Valley 1 1 Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Job Reference o tional a A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:58 2019 Page 1 ID:Id_OOXyyT61Bi_TXoljwHHzefvK-Po?OkeFG4auNMLXcDU14y364R4sCRm1 V3rvyROydOxB 4-0-0 6-0-0 4-0-0 2-0-0 a a 0 3x4 = 3x4 = 3 4 2x4 1.5x4 II Plate Offsets (X Y)-- [2:0-2-0,0-2-81, [3:Edge 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -R Weight: 20 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 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. (Ib/size) 1 = 193/5-11-8 (min. 0-1-8) 4 = 193/5-11-8 (min. 0-1-8) Max Hoa 1 = 70(LC 12) Max Uplift 1 — -46(LC 12) 4 — -58(LC 9) Max Grav 1 = 193(LC 1) 4 = 193(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except whenshown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 4. LOAD CASE(S) Standard F'easa fr gh'y i„6 `fi-]. now T usr,e- CS }"s {ZEN' E RAIL 'IERM6 -d.[O GR UM1S C ! "TOM fi j MWE 1 A6',N Ai -S6 MEtt n.0 .d ie tet Hil T..c7esj Lt w. (iU�j +d iAe I e air s re b it�fa u U!�s<;r.- tP1 pro rf at en Met 0'.q ba' df ti. Tot as ra o.�- s ssn y tyi �'r s =7: L'* I _ ei'saa kar, Manuel Martinez, P.E. fP' u e!e�w ecm-e`aptxirrtyi t a "gym (eT �u dep ed an tn�Tn[rn,.a xr7Pt -t a yt ,toae;*,e atwn slit w oitb eT+u ] rehy6 d a ai,e. ax any F+ne #047182 Dvr H Ormeigiffi,r d d.-ntwi4p0 I W+g:(W g u:the wrM lrfLh nC; Ahb IEGb ibuJ,fi^g de eyd 77•lY Ttw �t,�': M .B7 e.rl Yf=hl se vifi T .iudi ilf+an Y to ag +'��%t nadWa ysfuYen .rt ?iii( I'S'Et 2WrtgD __g dG Ira-! fi[I faYei vt f}e T�G.grdin pm6 ad9 f 'al.t .4r+g f G.cl,..pa .t SaietY irtfq L 3SGR)gitr dby Tr!{ c] Ch �e'iei r`i �„E.rierdg d-"iF'itdK the. PF>u'h.4N and 4620 ParkView Dr Ail Fth .D LS I1V Erv� `! �! N tlsnvL i mhe- 4e' by s GvkiaA eg dvpnn -srt�v L'i A0 -t In 'ye&T m tlotT fk HA¢,n0 e"3e.,� tves'3y i, E+gT`eer f ryg!lm. PM $t Cloud, FL 34771 �' a � tcpkdtsdt@mfsaTe as defined „i T. s] bP%+�3bL�3U2aR iftoa°'3' ses ,ZcptcCyet c. L�isdpGumen;many f�:m,Y�t3tb_d w,!� yt Ue x^.�i!atipe mi.agn of F�):fio..f T•uiseY A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:59 2019 Page 1 ID:ld_OOXyyT61Bi_TXo1jwHHzefvK-t Zmx_GvruOE_V6onCGJUGfK8UD3ACLeiVeVzgydOxA 8-0-0 8-0-0 1.5x4 II 3 2x4 5 1.5x4 II 4 1.5x4 11 LOADING (psf)SPACING- s Truss Type Qty Ply in (loc) :Ob=560B1 MSC10 L/d Valley 1 1 A0216711 a n/a - n/a 999 TCDL 10.0 Job Reference (optional) J A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:59 2019 Page 1 ID:ld_OOXyyT61Bi_TXo1jwHHzefvK-t Zmx_GvruOE_V6onCGJUGfK8UD3ACLeiVeVzgydOxA 8-0-0 8-0-0 1.5x4 II 3 2x4 5 1.5x4 II 4 1.5x4 11 LOADING (psf)SPACING- 89/7-11-8 (min. 0-1-8) 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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) 1 = 89/7-11-8 (min. 0-1-8) 4 = 111/7-11-8 (min.0-1-8) 5 = 335/7-11-8 (min. 0-1-8) Max Horz 1 = 147(LC 12) Max Uplift 4 = -51 (LC 12) 5 - -155(LC 12) Max Grav 1 = 89(LC 1) 4 = 111(LC 1) 5 = 335(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/117 WEBS 2-5=-272/418 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=1b) 5=155. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 31 Ib FT = 10% Preas>N-amu9h'p res"x^mM `F-1 Ht7GM1i'fnliSgEH j'SEILFFis t .taERA TERMS —d MR) ONSCCh"TCM RV-9 asax e sfs ,. stwei xrs oss im ss r W d s 13, MD ..*Aa— — , Wes 00 t —d f„tne TOO to 1-1,d, Manuel Marhez, P.E. sa::„ ru,s.>Hass.siva,+es:u,arewo,.siriyftatne:3ss<ana,rn is-rr,5iaewusaar<f'>Pma«,..��cE.rPtvrr e�eoNne ,�iw,aws�,,,�ix«,z:s�smiasss tmsrs,s:rr,�rs,a�s+i,d.s..coowurr itns #047182 R .e.. tFs 6unM utt,md Beni (tiu g�,YJc,.g ps gr r, :n ¢u. ruM vA c4 P.�ce1i2C {txa iBG lace tlu,67mg wde and 3:+F.1, 7Ne gazwal'tnes Jrero3 a�yfls�d use aiihs Trosc va.,tutlmg hbn3knpg(tirs�e, mst�2alwr, pr�i tmear�ahsF be IIerosponubiN( Efufdx,y Dasegner - GaR'- HC r,oten.set Avt m v,;. TOO and 4he {ttacOces- d 4axiabnes W 9, 8utiaif,9 Guns ett Salety hrfo tY. (SSru WW.i%had by TN er?:t S&C.R a"e'Me�er✓..�e3 im ga+�ere! yuWanoe iP416eM1mrs fl»3 respcnsWlSes, vi,C 4620 Par�ew Dr m g Dss a sawxanv Eng,wer Tn,,s& t�mwtn,.s,, w>esa mn .r„ad bye c .i.auv �amsd, �>+s t*r wi naeei Mvaws ri,<ssxx a t;cfT r,e aon;;:.y tx,�A� o.'rnsssy�ema, e-�«er or any u,nvl+.n:+l St Cloud, FL 34771 -tsp,kaLred teemsaeas tlefincEn TR[%aR) 3ift 02Uie A IR-1'4'rasses- .o'-Yta'm.,s fr-1 C.mf Tie..sas. Job Truss Truss Type Qty Ply in (loc) WRMSCM1560BlL VM12 Valley 1 1 A0286732 Vert(LL) n/a n/a 999 TCDL 10.0 Job Reference o tional a A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:47:00 2019 Page 1 ID:Id_0OXyyT61Bi_TXo1jwHHzefvK-LB799KHXcC95cfh_LvoY1 UCUVuYMveLnX9O3VHydOx9 10-0-0 v d 0 1.5x4 11 2x4 5 1.5x4 II 4 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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) 1 = 124/9-11-8 (min. 0-1-8) 4 = 145/9-11-8 (min. 0-1-8) 5 = 414/9-11-8 (min. 0-1-8) Max Horz 1 = 188(LC 12) Max Uplift 4 = -67(LC 12) 5 = -190(LC 12) Max Grav 1 = 124(LC 1) 4 = 145(LC 1) 5 = 414(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-314/128 WEBS 2-5=-330/474 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=1b) 5=190. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 40 Ib FT = 10% Ewnsa rn ]h.Y ex'M Rt aonF7r(.sma `*+ 4Lc0.) hE. tFRNe a M,CfkFGIT6h4'Gt.at41\ R{"d FfE "t..CYfi6JPLE0 tiElti':f +r..L ty 5? sin Pa .3. C G. ih( U5 Jts il�avf 9{ Llaj. �d ih2 s;,e.,-%arxenq ,w__ n i r .u„ie=5ri stPe;.m Two Ifs r,�ro'-PW r,b�usnr +n too.obe ara s ri k.".e,+.s �sf _ Mes �i:u, Iwn; as r. =n ary Manuel Martinez, P.E. xP' amu, p a eemg rewo�sisnry( f a n 7h s>eT ss'maraeda :"TDDo'Y nde. Tf'FF Tr d _mess a{ �, aMt non 'xur rab T tn.%RY�fa..a .?2 rES' Axay flie #047182 4x^ iM 6Nngts ..ft d f fM P. W "¢Aes�g tftwM t U e.; Jbe lO fec-.alLv-Afrvg d tl TFl7 The apy, uwi M TJJ srvi nyfiwl se tirlh T �irckY h '7 �9<'s'ip*sJ rae d& gab sFim.Uy Parz .tie{ 'e5 ,.y�,d. ^ilep�p prcfC m,Y P,ti Mes - tov! it C���end tp pre Coes-A tl9M� r T±re' B rrK" t5aleli r^{ ll 35GJ T.ub. h dbY.Tr'Sead 6A 'ref -eC fwae 4y {tl P 7 2ld h stye 4620 PadAiew Dr i rm�� n rspe'?'7%Ea 'a rtsnvr ies,4- dnya:c i t o a,,��spr�ifP +ea7 s tci�r~eeea�n®cp,� ,4ssys2,mE8,eartaynwd��,�Jl St Cloud, FL 34771 'LcpeCL filift: r4 a., 3a6r!_.. -n t7 l,U P) h42416A I R -F w 3S^-R�Tdye%matnis ddr.,im rt4 nany rrp:,3 ..rst^udz9 nYCi .Ft sfic vnxan.Pem..ston Nfyt`fio_S3w,.saa' Job Truss Truss Type Qty Ply TCLL 20.0 WRMSCM1560BlL VM14 Valley 1 i 1 A0286733 BC 0.30 Vert(CT) n/a n/a 999 5 = BCLL 0.0 Rep Stress Incr YES Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:47:01 2019 Page 1 ID:ld_OOXyyT61 Bi_TXo 1jwHHzefvK-pNhXMgH9NVHyDpGBvdJnahkdHHsae5Fxlp7c1jydOx8 1.5x4 11 3 3x4 1.5x4 11 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) n/a n/a 999 5 = BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 4 n/a n/a 153(LC 1) BCDL 7.0 Code FBC2017/TPI2014 Matrix -S 503(LC 1) Weight: 48 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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) 1 = 153/11-11-8 (min. 0-1-8) 4 = 174/11-11-8 (min. 0-1-8) 5 = 503/11-11-8 (min. 0-1-8) Max Horz 1 = 229(LC 12) Max Uplift 4 = -81 (LC 12) 5 = -232(LC 12) Max Grav 1 = 153(LC 1) 4 = 230(LC 19) 5 = 503(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/149 WEBS 2-5=-402/545 NOTES - 1) Wind: ASCE 7-10; Vult=160mph (3 -second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=15ft; Cat. Ii; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=1b) 5=232. LOAD CASE(S) Standard shy aria h `11 ROOF TMSSE6 i 5tLLF.-). GENERATERMS -d COIMATiONSCtMTOM R ("Ouye'kn CXWOWLEDr"MrN1 :fws beirfy da.'. p { rd read t ft. " De ' V ,p 000) '.dm /'1 S' -60y Eng rete cp sheet trek .micas vH.smted s� m T^D .mtyAWr�a cc-sn rRlaks tav be usdf the TOO 1. be d 7-1 OesV Eng eer+gf,e.. i`y EFg. pM al on a.Y Tic __nL arr Manuel Marhez, P.E. ewea ca me zdcse et ,gmeennw wkfeytrnt d e norm smgte Trans eewaed on lhsTDD w, r.>mdeaPl rrs dasg>xe a .N: d,r,a.<«w non u. ilr s�or th r to s; rs mg.=SinH a�w au rat me #10471$2 Qxrcr theOxne. N! w+d n.M vt me Su Mmg fre grxr, m. me cPn ta.nhe t�2G iNu IBC, local berg neje end TPll.Ti "p-1amt Too@ad Yf,.w—.1m 7 +'IWi j 1'-dlna, ujprsg .uteor: .. Nawv Shelf be m. —pe—VIA, uYY 5uxdmg De419+ BKJ CPitirar.Ydr Att antes ttgt hN ta>ire Top: s e,. P-0—dgF�1 s'm me Sea. NCAAfi 0Y18 f.ly. mfonnen;..'�{8Sq)gub, eh✓_d 6y T}�3 Y„1 .,SCA %e relerer�mf kr gen �g �denoe TP61d n Jml p¢ sRrin+ d 4620 ParKView Df jut t the , Q � Dess, 6.* e aim. asst T— ra�wra rmkee mi�u _ ae R�1 L' a C t t eer ed em teams b, 11 osm� wa ed T sp-.Ir e gi. nOT me a„nahg eevg -w T— S kin Zn — 9f s„y t IdmQ' An St Cloud, FL 34771 '. cFWal�xateans are as dsbncd,n,i'te C.c,TrogfrlC2ViuA4Rwt`irti.,ses-32cm:Gd,fcnmc!Lhls dPtiumenzm�kfiN:r., rs Cr4.ai:driiL ovT Hee xrtiCert PermusmnHF-t fL .f Tmssas: - JUNE 20, 2019 ( TYPICAL HIP / KING JACK CONNECTION I STDTL01 MAX LOAD: 55 psf Roof Load, 175 mph, ASCE i Exp.• to •i' Mean Roof Height • Exposure ! up to i Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe ,Nails @ TC & BC ttach Corner Jack's 1/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 .w" A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORO 1'-3'MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES L 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \ BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - \ 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 7-9B, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE RDW OF 10d (.131- X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED G' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUST MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / UKAL TRUSS' 111-1 STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. 12/23/19 PIGGY -BACK TRUSS STDTL04.1 A -i. ROOF TRUSSES. 4451 ST.'LUOIE''BLVD TORT PIERCE, kL '34946 7.72-46$:1.61 R'. PIGGY -BACK DETAIL (TYPICAL 180 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG. LOCATED ANYWHERE AT ROOF, EXPOSURE C, WIND D.L.= 5.0 P.S.F. (MIN.), KZT= 1.00. OR... 160 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG. LOCATED ANYWHERE AT ROOF, EXPOSURE D, WIND D.L.= 5.0 P.S.F. (MIN.), KZT= 1.00. IMPORTANT NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGY -BACK CAP TRUSSES MUST BE ADEQUATELY BRACED BY SHEATHING AND/ OR PURLINS. THE BUILDING ENGINEER OF RECORD SHALL PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS AND LATERAL BRACING FOR OUT OF PLANE LOADS OVER GABLE ENDS. MAXIMUM TRUSS SPACING IS NOT TO EXCEED 24" O.C. DETAIL IS NOT APPLICABLE IF CAP SUPPORTS ADDITIONAL LOADS SUCH AS CUPOLA, STEEPLE, CHIMNEY OR DRAG STRUT LOADS. **REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWINGS FOR PIGGY -BACK AND BASE TRUSS SPECIFICATIONS.** PIGGY -BACK TRUSS. (REFER TO ACTUAL TRUSS DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.) 2'-0" MAX OPTION NO. 1 - TEE-LOK 3" x 8" TEE-LOK MULTI -USE CONNECTION PLATES SPACED AT 4'-0" O.C. MAX. PLATES SHALL BE PRESSED INTO PIGGY -BACK TRUSS AT 4'-0" O.C. STAGGERED FROM EACH FACE AND NAILED TO BASE TRUSS WITH 4 EACH 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHEIVE MAXIMUM UPLIFT CAPACITY OF 377 LBS AT EACH 3" X 8" TEE-LOK MULTI -USE CONNECTION PLATE (MINIMUM OF 2 PLATES) . OPTION NO.2 - APA RATED GUSSET: 8" x 8" x 0-7/16" (MIN.) APA RATED SHEATHING GUSSETS EACH FACE. ATTACH AT 8'-0" O.C. w/ 8 (EACH) 6d COMMON (0.1 13" x 2") NAILS PER GUSSET: 4 (EACH) AT CAP BOTTOM CHORD & 4 (EACH) AT BASE TRUSS TOP CHORD. GUSSETS MAY BE STAGGERED AT 4'-0" O.C. FRONT TO BACK FACES. MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS. OPTION NO.3 - 2X4 VERTICAL WOOD SCAB: 2X4 SPF #2, FULL CHORD DEPTH SCABS AT EACH FACE. ATTACH AT 8'-0" O.C. w/6 (EACH) l Od BOX NAILS (0.128" x 3") PER SCAB: 3 (EACH) AT CAP BOTTOM CHORD AND 3 (EACH) AT BASE TRUSS TOP CHORD. SCABS MAY BE STAGGERED 4'-0" O.C. FRONT TO BACK FACES. MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS. OPTION #1: TEE-LOK MULTI -USE CONNECTION PLATE. OPTION #2: APA RATED GUSSET. OPTION #3:2X4 VERT. SCAB. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS. PURLIN & CONNECTIONS BY OTHERS. BASE TRUSS. (REFER TO TRUSS DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.) PURLINS SPACED ACCORDING TO MAX. SPACING OF TOP CHORD OF BASE TRUSS. SPACING IS NOT TO EXCEED 24" O.C. & PURLINS TO BE LOCATED AT JOINT OF EACH BASE TRUSS. ** IMPORTANT NOTE ** THIS DETAIL IS VALID ONLY FOR SINGLE PLY BASE TRUSSES SPACED AT 24" O.C. OR LESS. JULY 17, 2017 p A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 BASE TRUSSES ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO SIMPSON SDS25412 (1/4" X 4.5) OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. -t tNU, UUMMUN 3S, OR GIRDER TRUSS 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 11 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. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3"X 0.131" = 10d 2. WOOD SCREW = 4.5" SDS25412 SIMPSON 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. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. TRUSS, OR GIRDER l TRUSS t BASE TRUSSES ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO SIMPSON SDS25412 (1/4" X 4.5) OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. -t tNU, UUMMUN 3S, OR GIRDER TRUSS 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 11 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. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/( VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS V I_ 1 n l L P (NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW= 3" SDS25300 SIMPSON OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL „A" 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. P 12 SEE DETAIL "A" BELOW (TYP.) ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO SIMPSON SDS25300 (1/4" X 3") OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS (TYPICAL) 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. JULY 17, 2017 1 1""'"L_" V r.LLL_ I L.; L_ I ruL_ (HIGH WIND VELOCITY) a o A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNDER -1- 1 11-- 1-0 oc DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED TOP CHORDS. 619911�[i�i NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF -S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. rCLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED I MAXIMUM 6/12 PITCH BOTTOM CHORD ] H NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) oee FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08-"` A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD, FORT PIERCE, FL 34948 772-409-1010 TYPICAL 2X4 L -BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' D.C. VERT STUD SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY.I VERTICAL 2X6 SP OR SPF STUD#2 DIAGONAL / BRACE (4) - 16d MINIMUM, ROOF NAILS 16d NAILS PLYWOOD SHEATHING SPACED 6' O.C. (2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO REFER TO SECTION A -A TO SECTION B -B 24' MAX. NOTE:.CONNECTION 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. 2 SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS MINIMUM STUD *k WITHOUT 2X4 / (2) DIAGONAL BRACES AT (4) Bd NAILS MINIMUM, ROOF BRACE B 3X4= PLYWOOD SHEATHING TO SHEATHING AND GRADE 2X4 STD SPF BLOCK * DIAGONAL BRACING kk L - BRACING REFER / REFER TO SECTION A -A TO SECTION B -B 24' MAX. NOTE:.CONNECTION 3-8.10 / / 6.6-11 11-1.13 2X4 SP #31 STUD 16" O.C. MINIMUM GRADE OF #2 MATERIAL IN H E TOP AND BOTTOM CHORDS. 6-6-11 (2) - 10d 2X4 SP#3/STUD BETWEEN BOTTOM CHORD F GABLE END TRUSS AND WALL TO 12' MAX. NAILS 54.12 BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 2X4 SP #2 12" O.C. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. 6.6-11 11.8-14 2X4 SP #2 ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF 3.6-11 4-9.12 6.6-11 SYSTEM. 2X4 SP #2 24" O.C. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR 6.2-9 / BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES @ 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAL. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3,0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL BRACES AT SIZE SPECIES SPACING BRACE L - BRACE BRACE 1/3 POINTS AND GRADE MAXIMUM STUD LENGTH 2X4 SP#3/STUD 12"D.C. 3-8.10 5.6-11 6.6-11 11-1.13 2X4 SP #31 STUD 16" O.C. 3-3.10 4-9.12 6-6-11 9-10-15 2X4 SP#3/STUD 24"D.C. 2-8-6 3-11.3 54.12 8.1-2 2X4 SP #2 12" O.C. 3-10-15 5-6.11 6.6-11 11.8-14 2X4 SP #2 16" O.C. 3.6-11 4-9.12 6.6-11 10-8.0 2X4 SP #2 24" O.C. 3-1.4 3-11-3 6.2-9 9-3.13 DIAGONAL BRACES OVER G' - 3' REQUIRE A 2X4 T -BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 1-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. END WALL FEBRUARY 17, 2017( T WITH 2XIBRACE ONLY IL STDTL09 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 772-409-1010 NAILING PATTERN T -BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I—BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I—BRACE 2X6 2X6 T—BRACE 2X6 I—BRACE 2X8 2X8 T—BRACE 2X8 I—BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I—BRACE 2X6 2X6 T—BRACE 2X6 I—BRACE 2X8 2X8 T—BRACE 2X8 I—BRACE T—BRACE / I—BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS NAILS WEB FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS 0 STDTLIO TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: 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 (00 NOT USE METAL FRAMING \�EB TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD AILS (0.131' X 3') NAILS (0.131' X 3'). IATTACH TO VERTICAL NB LS(D31'X3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -' ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TDP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) ,FERRUARY17,2017 ( LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 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 NDS 2001 (LB/NAIL) DIA SP OF HF SPF SPF -S .131 88.0 80.6 69.9 68.4 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 L, 131 75.9 69.5 60.3 59.0 51.1 p J in .148 81.4 74.5 64.6 63.2 52.5 N M THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30° TO 60° 45.00° ANGLE MAY VARY FROM 30° TO 60° VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE -i NEAR SIDE NEAR SIDE 45.00' SIDE VIEW (20) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30° TO 60° 45.00' FEBRUARY 17, 2017 ( UPLIFT TOE -NAIL DETAIL I STDTL12 . A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF -S 0 .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 to M .162 72 58 39 37 25 J 0 .128 54 42 28 27 19 O Z Z JO .131 55 43 29 28 19 W .148 62 48 34 31 21 —I J CV Q � z .120 51 39 27 26 17 0 Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J t� .148 57 44 31 28 20 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED EXAMPLE: (3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (ODL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *ro USE (3) TOE -NAILS ON 2 X4 BEARING WALL *00 USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl SIDE VIEW IN TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW (L NAIL NAIL FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT STDTL13 P A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 W NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. -1.0 X4 April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST..LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 UPLIFT CONNECTION (SEE ROOF TRUSS) 12 VARIES am MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24" O.C. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STD EBR 0 1- A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34M 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 1 2898 4347 �► DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + lZN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). 00 NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' DIA. X 3') SPACED 6' D.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. 1�11iL'�LP►il THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES