The URL can be used to link to this page

Home My WebLink AboutTruss Eng Lot 84R 9 I PAN. I m G) -n • 0 • -n -u I m G) -n 0 -n -u Fn Cl) >NN ;o (-) m c 0 ®O -Oz. 03 r- --X -A C:) (D 4�� < C3) i i• ICY® Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 A•1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRMSCM1560B1L 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 Condiions): Design Code: FBC2017ITP12014 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0286690 A01 2/10/20 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 A0286720 HJ7 2/10/20 8 A0286697 A08 2/10/20 20 A0286709 B06 2/10/20 32 1 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 2/10/20 34 A0286723 J7 2/10/20 11 IA0286700 I All 2/10/20 23 A0286712 CJ3B 2/10/20 35 A0286724 J71- 2/10/20 12 1 A0286701 I Al2 2/10/20 24 IA0286713 CJ3L 2/10/20 1 36 A0286725 J7T 2/10/20 rhe truss drawing(s) referenced have been prepared byMiTek 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 soleyforthe truss components shown. The suitability and use of components for any particular bu ild ing is the responsibility of the 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 bythe 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 of the project's deferred orphased submittals. As a Truss Design Engineer(Le., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility forthe design of the single Truss depicted on the TDD only. The Building Designeris responsible forand shall coordinate and review the TDDs for compatibility with theirwrdtten engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 M are Manuel Martinez, P.E. 4620 ParkView Dr. St. Cloud, FL 34771 5EF5A5FB3 18128CMID52844EACE5CA Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. ,A#MTRUSSES #FLORIDA CORPORATION VM•. 1 Gll ICTIMM-1C No. Seal # Truss Name_ Date 37 A0286726 T06 2/10/20 38 A0286727 T06A 2110/20 39 A0286728 T06SGE 2/10/20 40 A0286729 T07 2/10/20 41 A0286730 VM08 2/10120 42 A0286731 VM10 2110/20 43 A0286732 VM12 2/10/20 44 A0286733 VM14 2/10/20 45 STDL01 STD. DETAIL 2/10/20 46 STDL02 STD. DETAIL 2110/20 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 2110/20 51 STDL07 STD. DETAIL 2/10/20 52 STDL08 STD. DETAIL 2/10120 53 STDL09 STD. DETAIL 2110/20 54 STDL10 STD, DETAIL 2/10/20 55 STDL11 STD. DETAIL 2/10/20 56 STDL12 STD. DETAIL 2/10120 57 STDL13 STD. DETAIL 2/10/20 58 STDL14 STD. DETAIL 2/10120 59 STDL15 STD. DETAIL 2/10/20 60 1 STDL16 I STD. DETAIL 2/10/20 Page 2 of 2 Job Truss Truss Type Qty Ply in (loc) WRMSCM1560B1L A01 Roof Special 1 1 A0286690 s 0.53 18 >854 360 TCDL 10.0 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com ,1-4-0 7-4-0 1 11-11-2 Run: 8.210 s May 18 2018 Print: 8.210 s ID:ld_OOXyyT61Bi_ 13-8-015-6-017-4-1,19-1-6 24-4-0 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:19 2019 Page 1 6-6-12 7-1-4 Dead Load Defl. = 1/2 in 7x10 MT20HS-- 2x4 11 6.00 12 3x6 = 5x6 7x10 MT20HS= 2x4 II 7 8 22 21 18 17 — 15 3x6 — 46 = 2x4 II 2x4 II 4x8 = 3x6 = 1.5x4 II 3x6 = 7-4-0 11-11-2 17-4-1 19-1-6 24-4-0 30-10-12 38-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.53 18 >854 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.01 19-20 >452 240 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.58 13 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2,134: 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 24-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc 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 2 = -138(LC 10) Max Uplift 2 = -377(LC 12) 13 = -430(LC 13) Max Grav 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=-1303/2308, 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, 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=-559/1368, 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 224 Ib FT = 10% f — fe 3Wy r,a Ua •A l a00 MUSSE.0 ('SELLER') GENERA- TERMS -d cmofilrxa6 W8TOMri# (`BtiYEfi'2.%.GKtlGdrlEO + tEtFT" t L £y deny ra t rd read m- T D,h a+v q (Too -d fhe s b da me TDO, c,tr u; rse — r PIAL sr� usd zx the TOO, he vs.,L D,,!n Eeg —ilg i— Sx *r ERs �a ei e+ et.cn arx Too c _Ar r, Manuel MaNnez, P.E. atsn a*fi, x fa t � Rn,r porailr.Htyv 1 dasr,T+, Y , t 16G, J dapwted as the TDD r der. TPt i R a O of J tron ; suAeS,IRy arni yst at in T ser i., 8u,ktve zs itsg pM5s+U2,!y W tha # 047182 Oar++er. tMe fhRret'S tFrmy»d a�:i ff ff�YigDe yq t.ciha wMX ttie,elRQ lt:e 180 k.Cai bu,Hing cxxfe xad Testi Ttw at+pttnaE ilhv TD°J end nPnid'J use til &, 7 aa.ud .g hsnMmg tome lain a,#Lrear3i 5hzxII fsaV resPen]dy -s l r, -'fu% -5 D D o s.mh An tes sof aw,nM TOD— p zarzey n hew, l e y a tre�Bur a Gartman .t sale(r' cRmst�, c mvwv uwt,ea av Ay ER g e - is Otcge..xa fo g O em n.,ev tna ,* bu yes A4 t Cloud, PerFL 34 7 ata.s ry, De ,s a �a1 y S-91— p,,3h;,a Tars R7smrta T � s a ee de!� m uq 4 c L m a ,-, a -meg sy as p m.�vee v sre�< 1 a ,s raaT a:,,, e,.n un9_oes:an o<Tar system Eogm«.e. of grey av`t ::a� i St Cloud, FL 34771 -cppra4;aa Semis ae as a finca bi Tr�T Onp;�jhS @ 21}16 A t Roof Trarszes Rc�ioaddun ct �,s LbW dna, m any 1gmr.,s c2Rsxe�riiNON tha m�ntSsrt pettnussan N t.-1 fiaf T- 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 15:46:20 201y`'Page 1 I D:Id_OOXyyT61Bi_TXol jwHHzefvK-W U i 1 IeoR1 v6mpWdl?W4AP2YT4m kiXO3vKwix5bydOxn 11-4-Q 7-4-0 , 11-11-2 , 15-8-0 , 19-1-6 , 22.4-0 , 29-3-14 38-0-0 39-4-0 i-4- 7-4-0 4-7-2 3-8-14 3-5-6 3-2-10 6-11-14 8-8-2 -4- 6.00 12 5x6 = 2x4 II a 2x4 11 6x8 = 7 9 Dead Load Dell. = 7/16 in 20 19 16 15 14 13 3x6 = 4x6 = 2x4 11 2x4 11 5x8 = 3x6 = 3x6 = 1.5x4 II 7-4-0 11-11-2 0 ' 6-1 LOADING (151, TrussTruss Type Qty Ply in (loc) =lob CM1560B1L A02 Hip 1 1 A0286691 Vert(LL) -0.41 17-18 >999 360 TCDL 10.0 Job Reference o tional 4 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 15:46:20 201y`'Page 1 I D:Id_OOXyyT61Bi_TXol jwHHzefvK-W U i 1 IeoR1 v6mpWdl?W4AP2YT4m kiXO3vKwix5bydOxn 11-4-Q 7-4-0 , 11-11-2 , 15-8-0 , 19-1-6 , 22.4-0 , 29-3-14 38-0-0 39-4-0 i-4- 7-4-0 4-7-2 3-8-14 3-5-6 3-2-10 6-11-14 8-8-2 -4- 6.00 12 5x6 = 2x4 II a 2x4 11 6x8 = 7 9 Dead Load Dell. = 7/16 in 20 19 16 15 14 13 3x6 = 4x6 = 2x4 11 2x4 11 5x8 = 3x6 = 3x6 = 1.5x4 II 7-4-0 11-11-2 0 ' 6-1 LOADING (151, SPACING- 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/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3,W7,W6: 2x4 SP No.2 BRACING- TOPCHORD 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 uide. 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=-130112307, 5-18=-224/270, 17-18=-1455/3218, 14-15=-1266/2250, 13-14=-1266/2250, 11-13=-1266/2250 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, 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=-718/630, 10-13=0/300, 3-18=-564/1371, 8-17=-160413565 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. 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 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) 2=378, 11=378. LOAD CASE(S) Standard PLATES MT20 GRIP 244/190 Weight: 221 Ib FT = 10% IkA.+s9 th ]h•X Ih fi-1 gCOFT LSSEa[ti LLB-} ENE4.k, 1 EC.16 andOb.N'61 Gr6M.VorGM #(°A.tfER'j..CYr1GtRk:E1]fMENI-4— VC'&sQa r t d zd t M'. 0 fo'av g("W) .",a tht anrxe g }� st, fa>;r u i Gti�r c,wa�,lh �>3 iygu� e�,a arc+ z a Manuel Madinez, ,P.E. -at ,QTH- Tra,g G= 1a $alg$:;z V-"W�a'GA al9•f "peW ;4 SlLeet Nlhy. #047182 .c, -a ao sju oeo ,<� t "ol «n >i sno «nam s e ap�a u� vt yr �,ng e:;wa is r�ty i„r u•h tasr�iq W ',ea ev Tr. ar�+s cA r 0.e 4620 Parkview Dr .wear $*.aar riG-r,ayn�.rs,�.s.m;_Trvzs-6� E+a>:.«ert.rrsy.p.:y_:>.0 St Cloud, FL 34771 da�:�.sdS_rms a!e a�definca ii:r TC�pS•alit@2a1aP 9R�T � � z'Zc�rpEuc*pnc.Lh,.Occvmenl,naa}-Por. u,.rFmdeG mv�a�l Ne k••,Hen pc anMkf Rq,f srus.rss Job Truss Truss Type Qty Ply in (loc) WRMSCM1560BlL A03 Hip 1 1 A0286692 -- _ e -0.33 15 >999 360 TCDL 10.0 Job Reference (optional) 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 ii -4-0 7-4.0 11-11-2 17-8-0 19-1-6 1 28-10-12 38-0-0 a94-0 '1 -4-0 7-0-0 4-7.2 5-8-14 1-5-6 8-6-12 9-1-4 1-4- 1-2-10 6.00 12 5x10 = 5x6 20 19 15 14 " 12 4x6 = 2x4 11 3x6 = 3x6 3x6 3x4 I I = = 6x6 = 20-4-0 7-4-0 11-11-2 17-8.0 19-1-6 1 28-10.12 38-0-0 7-4-0 4-7-2 1 5.8-14 1-5-6 8.6.12 9-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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 and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=387, 10=387. LOAD CASE(S) Standard Dead Load Defl. = 5116 in M N M O_ 4 /§M PLATES GRIP MT20 244/190 Weight: 221 Ib FT = 10% J� Y',pasat ]tp xrw th A.1 R'iliF Tp�59ES {..SPILFA"} GENERAL IERMS aadrX'AD} tOhS 01"WrOM R["fl{tYER^),.GV.NGNLEL<'htENT'fa+n L +ry r'esu]n P—We d d to rtusT O na fhavnn (TOD nd ih¢ !!l ✓'.e-a.�Sy Ei+g wta eh I Bala se. Unicss c smb_.d - be TOO ardy Ogre cnnnetiar G7ete, .t.l be used hr fne ?DD ib be ", Asad Des En as�{p,eerag� >p—Ab-h1azbe,ta,�o*1the rn,asoa{ ,t«"TOO 's s 9i _;,�are� .—Y santo.,.re.rn pt�ar, ManuelMartinez,P.E. t .rhaOt ...ux �sd t .13.w.« Da = de+TPtT rr9dms a pwaata �iwns;s,egh.. i sya{ih r hvanys TeuV hhs�pa ew- imm #047182 ag. g grvec, TOD coo'exi NthefR+3.. d 18.,-'i.Hhe ycWe and R'f{ Thba<.+pm'vet tib TDsa) y0,e4 byeuim T sr3'm h n61r. 9.'sWrs�p-ta3aiwr arW GrewgshziE test prm tilAp .«14 .1 Th. Noris c tiara« sstrn��ea setas ve TOti endm paw deuttef:es S{rP sen ns comrsa taxtaty 3nrm,aetrsr+.ssra),wa. aeo by TM -A sscn sre'retere .,ea mr sen e�b wrvice: ic�i aera,es ins tm in�.aes.ane 4620 Cloud, 34 7 -iAaL++ f y e trues 13-+pr, Speakg £ 9 rzsur aM1 Trvsa iAamwf-ac±v t ss o5hew dafnw by 6 Ca to W a9±ead sspnn m u-:ing Ory 7 psrlca mm'veC The $:skY ^H tIGT t+n 9vrY.bng Ces�r+e- m 7nassSyxtem £np,rer of arty tnrvMrg: ,W St Cl9ud, FL 34711 taps#:ed E¢rm9 Ere as dahM.4 a++TY+ Lopjv=,jht@2416-0§Roo{Trt+ss£s R �TvCucLon c[#+i53oivm wi,a+Grit iatm,uF'�aad'Mr@rovf the WnHen perteussian e£fi-1R .f Truasv2-. Job Truss Truss Type Qty Ply 2 = 166(LC 11) Max Uplift 2 = A0286693 WRMSCM1560BlL A04 ROOF SPECIAL 3 1 1490(LC 1) 5 1490(LC 1) Job Reference (optional) A-1 Root Trusses, Fort F9erce, FL 34946, deslgnLaltruss.com 7-2-1 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:22 2019 Page 1 ID:ld OOXyyT61Bi_TXo1jwHHzefvK-TtgnAKphZXMU2pnh6x6eUTdtwZP2?GuBoEB29UydOx 19-0-0 25-0-4 30-9-15 38-0-0 39-4-0 6-0-4 6-0-4 5-9-11 7-2-1 -4- LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W6,W5: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: 4-7-0 oc bracing: 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1490/0-7-10 (min.0-1-11) 8 = 6.00 12 5x6 = 2 = 166(LC 11) Max Uplift 2 = -399(LC 12) 8 = Dead Load Defl. = 9/16 in Max Grav 2 = 1490(LC 1) 5 1490(LC 1) 5x6 T 2 5x6 4 6 1.5x4 W3 3 1.5x4 3 2 7 T 12 1 W 6X8 = 1 N B 13 11 1 v 2 14 0 W19 1 3x8 MT20HS% 3x8 MT20 1M 0 3x4. 3.00 12 3x4 - 1'5Y5Q4 I I 0 1.5x4 II 1.5x4 II 5x8; 48 1.5x4 11 5x8 30.9-15 9-10-4 19-0-0 27-1-6 2$-1-12 14-6 38-0-0 9-10-4 9-1-12 8-1-6 -0- 2-8-40-�-7 6-10-10 Plate Offsets (X Y)-- [2:0-1-14 Edge] r4:0 -3-0,0-3-Q1 [6:0-3-0 0-3-0] [8:0-4-7 Edqe] [8:0-4-0 04-12], [8:0-2-1,Edge] 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) 0.55 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 FBC2017ITP12014 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=-4321/2660, 7-8=-4676/2926 BOT CHORD 2-14=-2490/4232, 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. 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) 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=1b) 2=399, 8=399. LOAD CASE(S) Standard Y -0saG �h y.. it "A-1 HO(T TAI.5SEbS ILETi} CFt n 7E tn6A.d G4`61T h3$filS"TbM F(°StiYER'1 .°.di:tliilhi Q AtE4F'f 1 fy vtlnpa sa 'd aai to M T 'Se f]ra 3i�'sa �) nd-ihs .__ sraere s -efem w }apt L ! -. *w,• a' fn ro �%rar� ¢ip, ,ns r �t=a: ar merctl;pn d'. a :Eos a . - ME e erllfr i anyT�a x -ntisr, Manuel Maftinez,P.E. �x� s Po bi %f E a o•u , c a ane eeao ,r.pnda.T r rr a s.e N a3 a a a su v. ' rm r t ms1a aner pa m refrnp- 1/047182 ;a tr- Grm ,; ww d } s e ua g o s r. mu,z wn< t Vti pp ase leo WIT -2 defy rn� apnro.a f rti J eyd tr4a se or w i vi..u7r n d B. Seo�sa r a a : rd..ra- y n bac p� :*sing 4620 ParWjew or 'W=i*r ,f3 D sp dC p i '; ? 'ef ei Ye TiYp sntl FM1 gre 6 s tl9U`3 C spf lr 8 rg Cc-�Wn iSei C}'fnr rT 3 5Z, 5 U ed by Tie 5Gh 'tef 1q fit` -n y tl -?FtYO h th, pans,b lU s,end a+l fY,a tl C S uq£ poeerand ry },fsm+raU.0 t c1he:»9 1ef ahY gC inert eg ea -pan M 5L`Y 'Ipm s .vo( ed jhe SFc a4y IG Y�g Pwia^9;''R S e'�,FnvsE S,yst £ B.?eer f +7 "dux:. I st Cloud, FL 34771 erg' �di¢rrosam as d-fir4c..nn.Ts,t COA2'f�TsiQ2aiGRiRe6tTsus`se. RerEiducFvrpn ntm.dacum ns to an;rodn 3 P.A+Lrt $iitnouf U�G^rC¢ry yc issipn uJ F. -i Ro;,flwssva. Job Truss Truss Type Qty Ply WRMSCM1560BlL A05 SCISSORS 4 1 A0286694I 8 = -399(LC 13) Max Grav DEFL. 2 = Job Reference o tional J A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com ,14-0 6-7-14 1 12-9-1 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon ID:ld 0OXvvT61Bi TXoliwHHzefvK-x309OaaJKaULazMtae 6.00 Fl2 5x6 = 6-2-1 16 15:46:23 2019 Pagel Dead Load Defl. = 9/16 in 48 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/TPI2014 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 quide. 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 DEFL. 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 4x8 19-0-0 9-3-2 28-3-2 9-3-2 38-0-0 9-8-14 0-3 0] [8:0-1-14,Edge] CSI. DEFL. in floc) I/defl L/d PLATES GRIP TC 0.71 Vert(LL) 0.5812-14 >789 360 MT20 244/190 BC 0.83 Vert(CT) -1.0812-14 >420 240 MT20HS 187/143 WB 0.92 Horz(CT) 0.69 8 n/a n/a Matrix -MS Weight: 180 Ib FT = 10% 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 atjoint(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 (jt=1b) 2=399, 8=399. LOAD CASE(S) Standard f3eaast JtuY � th A -i RCM='fRi.5i6a j4E lER"t GEt:ERA lEhMS rd:CC�h61 RxNSfJaT(?M N(°$Gf'lEhW .SK{!C'Ni:E6 SdF•hT form L iy ia. far d a3a to tls Y i5a5.v} t}awx,n UfJ} na Yne s;...>QaaY ens -ara an i t_tare a3 �trr,e 3ss>Ae a;T u, iao ny asz a.�,naaor coat ra" t� asa4 r m Teo a t,a a ,.a a.. D: Enq e t v ry ena. ara a am rn resasPnre an Manuel Martinez, P.E. sesc . ce ru�snasE in yaserua'xs t>-AWy t4.da o.1 Eie.Tm ew_Toi3 dOtTW a Tr e- as W s,ime st sa amEa4 s.;w4" T mama Wa.#047182 ,ar,uv.a�wrc:.:>a�+taaa.:aant u asroasnsaa�a r.�nu�wxxtrr.,arae,{t,aiscs:�Ewrw^w'arwrn�rTn�,,a me.T..aena �r�v�aefmi u:r��nw,as,B;;wrasa,n_aan�nonaeonaat�>n :s=a.»�ar alr.,a eaw,+a oas;4Taar aRu ccra*sr�r, uirmteya�.o„s,n ane sna ana�vrau-saps a:,eA ,aei,.,esoro- Ear�nsc.�i,�v ant&nteivt�roanea_., ssra3.w+��+,-a>rr r�r ana sacs �reret�r�o ro; sanerx yuwa�: ivai aa+�.: �n«regwn>�wa�sna 4620 Parkl iew or i1;a4 Elba T Deny r. &,Tav,aYy Enginexs'.yid Truss Rvs.Mac'.P c ssnlesx cifieew Enna 6Y a Coni.asi ®9: `v°d u '<"x^9 EN I pa�+as mrc'.ved Tt+e S t:m3a4:ea tettns ara a., defi+re# b, TFi 1 �ry,%3hE @ 2416 A t RonlTvsses R �oCucA.on ct tn�s dacumoni, sn ar,ydo:-m, is rvr,h'mrt-C+uNroui Ne mnY,srt.. �'�� s ��T � ftv,lamg f5uagne m Try9=$ys3em Enp+�eer of ary W-3ing: TJI $( (;IOad. FL 34771 parm+sstan cf ka fioct l+uss>s. Job Truss Truss Type Qty Ply in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 A0286695 WRMSCM1560BIL A06 ROOF SPECIAL 1 1 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.96 11-13 >474 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 ID:ld 0OXvvT61Bi TXo1iwHHzefvK-PFy 6.00 12 5x6 = 16 15 3x6 = 6x6 = 2x4 11 7-6-4 , 11-10-12 19-0-0 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 YES WB 0.89 Horz(CT) 0.57 9 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MSN 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 N r' v 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. 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 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) 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 lb uplift at joint(s) except Qt=1b) 2=400, 9=400. LOAD CASE(S) Standard Inc. Mon Sep 16 15:46:24 2019 Page 1 :H7x4EL86auiDSN3ETBgUFYg9EMydOx 9 -4- 4 - Dead Load Defl. = 7/16 in 9101 N r' v 12 O 48 --I PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 1931b FT = 10% A-1 ROO T l.S Eb ts-LEHj C NERAL TE S and CONMVQC 6'C1J$7tM1 K{°82 YER� Gvt16K F!'!'11ER f L Yy d? a d d M 7 'ia Pavl«p{ G`..ij.ci+d fh2 ...r� -h-1 t f- u tn.i �s is d m G .,mrrap e ra,aeKat PWS r n used t t rc6 m de a a ,p Eas s i N e a ' In 1 nY n� c ,r n Manuel Martinez, P.E. act th K a of tmn ri 5 Po ubl yj d Tal lh xmyleTr�_'rs d1- inted do Lhe TOD dar7p7 f Tt>0d.n*. pt r: 3, da `slr and uafn r r61dm8;5 ifte 1sao ma Y. brie #047182 'Dm^r .h :?s+h ult d 3 tart 0 ug:6 gr llre'p .cam ih S.R, ihr BG kcai bn i.ta+g c5d uad-T"+tf The 2Pm'v tib 7 D 3 Yfisaj 4t -k BT .ififm N dr8 t2*ah t E1 rz d2xaa+vaeh'att-t:eti s(m p?u1Ay O, s,4 dC -: ,.t All [ et N tr iL Duna th P ro hdA Ires'�I r �-sng C,.i,W tS tett}Int et Ssta)'q dty T;rf 5 CA ce.-1 Dr h tie W s+vtlN shd 4620 Parklrew Dr ..L (h T y,0 S ,etlyEe -aei5 3}lgnvtaCY 1 olhe_u �'m d6j8C i'}ag*czd +rn tm9 Ly Iwnt' mtoedTh S}+eo- {} 9 #lU f.ev�K oDe.se, minis=_SY2l EoB�neel Cf Yb ,dire. nU $t Cloud, FL 34771 cr:p'.d.-v_twmf 3� a.. d_En<1 vi-Fr'!4 CaP1i"sF,i_4*2nio AY RN+iT +sy,. RE;^.vGµclwSdMi+dddumen�manY i9.`#t3.3.Fsvtil�dvitkwfl ihetYriYort?K.n�ssroa.cA! tiga}; rias - Job Truss Truss Type Qty Ply 38-0-0 WRMSCM1560BlL A07 ROOF SPECIAL 1 1 A0286696 9-10-7 -400(LC 13) Plate Offsets 2 = Job Reference (optional) A-1 Root 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 ID:ld_OOXyyT61 Bi_TXo 1 jwHHzefvK-tSVwpMsarSk3vH WGo3fL66FOCnPTCeveUCPimoydOxi 19-9-7 1 4 7-6 4 11-10-12 18-2-9 1 -0 0 1 25-0-1 30-5-12 38-0-0 9 4- 4- 7-6-4 4-4-8 6-3-13 -9- 5-2-10 5-5-11 7-6 4 -4- 5089-7 6.00 12 Dead Load Defl. = 7/16 in 3x6 = 6x6 = 2x4 II 48 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B1,133: 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 2-44 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 = 7-6-4 11-10-12 19-0-0 9 = 28-1-9 Max Horz 38-0-0 2 = 166(LC 11) 7-6-4 4-4-8 7-1-4 9-1-9 -400(LC 12) 9-10-7 -400(LC 13) Plate Offsets 2 = 1490(LC 1) 9 = 1490(LC 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 0.71 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 FBC2017ITP12014 Matrix -MSH Weight: 193 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B1,133: 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 2-44 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. 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 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 P..a_sa 7�Y asin iha'A-i NC#T' iRl 55F8 i ` F lEirj GEti£RA- TERMS and CA" C)Tfi ryg (JSTGMFR reumT.'?.. ynci rt E6 YE NT^ town b +,iY d agp par to r.d read re it T Oe", Ehavbeg { 00? d Yne vr Ne ens ee nn i tero u : �_h afad the TDD, sray Ais ,aam,..l�taa .-r >, a:ed t m Too so to and x a T >s Ens s i e spa Ens«*.ee.�,, u+ �v w, -y To c---- en Manuel Martinez, P.E. a��; � tfi cae vena ecru P—qA4 fe, V' d e'.an.1 a, —21. 7— ae.iew t"- TOO v aarTPI-1. Tr a "*os pF—a, �0: aT eemweeetb s icer -ya udmq e� .�won!nawa at u,e#047182 i Oc^� the Omxv's >.It d t e t3o MJ,+eg. [Scrtny .xtFiiwleterd thefRC, ihy BC, beef Gbd3veycWesnd 7"ii TtW ,+P #NC+e T➢D a -d yfiakf one titMeT arn.Wi ahendMrg, slme 19atror, dlraaeyotaatt ie ti i+on :+'fly 0— 1-- f N .9 TOO ead bee yraeeee9 1.1d a—e, the Ew3xna ce" f 6elatY inr nbstkui BSG}gub�.a+,e06YT4f rsd S9CA ae tet rsad b>Reaa S d m: TA 16 1mt»?he pcn L9 sand 4620 Park�ew Dr qbl ffieeT aOes S,ze,s.k,E gi—a 6T—a to-• actv+e.-1.. ofh— dafaaY by W m" -At gby sA raeeaa ' Tb. 6Fe a y B e NOT tAe S.Adq.g Dave— e T— S"d— E^9''aM SI Cloud, FL 34771 ee}xFslr.�dterms aie as defied m TP,. riaPrltht 0 21 1G A i Ra Trusses R.VaCUCd� .cea.QPG!+meax. n a—y f—n-mrd a-3il estl*—thk vmS- 011 Rost",.. -a - Job Truss Truss Type Qty Ply 5x6 7 W6 4 1.5x4 8 1 8 -165(LC 10) ti A0286697 WRMSCM1560BlL AO8 ROOF SPECIAL 1 1 2 = 12 3x8 MT20HS 11 5 9 v 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 15:46:26 2019 ID:Id OOXvvT61Bi TXo1iwHHzefvK-Le310isCclswXR5SLmAafJoaGAo4x5lnis9G 6.00 V2 5x10 MT20HS= 7-6-4 Dead Load Defl. = 3/8 in LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E *Except* B1: 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 2-7-13 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 = T 3x6 5x6 5 4 W4 3x4 3 W2 1 13 6x8 = 5x6 7 W6 4 1.5x4 8 1 8 -165(LC 10) ti 2 = -400(LC 12) 1 2 -400(LC 13) 3 8x8 2 = 12 3x8 MT20HS 11 5 9 v 0 3.00 f 12 3x4 = IqMq d 16 15 3x6 = 6x6 = 2x4 11 3x8 7-6-411-10-12 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)-- [7:0-3-0,0-3-0], [9:0-0-10,Edge], [14:0-5-8,0-4-8] 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 0.69 Vert(LL) 0.46 11-13 >994 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.88 11-13 >516 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.51 9 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MSH Weight: 191 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E *Except* B1: 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 2-7-13 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 2 = -165(LC 10) 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=-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, 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. 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) 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 P .asef ]tuy ih H.t RI () T LS,ESt ti_LEA-), Er R.A xE MS .drOND{ CNS ['ISx(YA H VBUY�..M10A1l-C ME'.T'f »nL fy dx ] ra tK d' d t tt' Da w,t i'ravr (TV P)and III !11 ^u,.e ahy E S 'h 1 t: hte U Is 3 aih skstd' th 7-`A nSy CJp ecior«Isle a9 be uzrJ t the 3�0 is b d D &n Eng 9 i e, �,m Ay f 9 O. E�" 1 any "D3 ez - nfs arr Manuel Madinez, P.E. �•.i e• th x'>e 9faYearS �a w,n+rl a a -sm -w irsKras ea an twP >;D xrx�la rr: e-%sda Fa -t w�u no ,e�ulr a onn x r ,ra lea a in w -s afth. 9047162 a� heameta wu wg e r s e iJro�b s c Aoe o e t a rG hsiee,�wia eaad adrts xne ,,n*.• c fthexbba a yrvdd mel ahe d 9.sor a d h e eu zxhxy 4620 PaklfiewDr ;nfil 5 dr �D z'9 C *� FAI 1 - et of Y xbUarui 2M1 P O..ea anmd l vt! 'Y ag Cgnfa ISzt ty tni eL {683'.4); N 06t.T . 5 CA 'ref ed torp .. g tl L TPb9d h the pcn IU Rd Wl t htl bevy S va7yE 9 And sst anv.au'v 1 9cfie?n .k Cb98Ga tmH ay ea 7+ +xsV+S Ep Npa*bes rowed T S tY 3 f Ca M, 8wiv gF^re ;9 e m rn+.is Syst Ego ntier N ybv.d3ry: ;V, St Cloud, FL 34771 '�a}i'La.a temi.:'aeas dthrxa+nT?Fi D:+P,'+°jhSff2a1uA 3Ru>4'T .,ses Re..eedpq NRS: ddcunenS rt arty lonry is prLtuRa0 ti.9thbN tY.ta^nCenycmu-ierr:cif tFo,.f 7Nss+as: . Job Truss Truss Type Qty Ply WRMSCM1560BlL AO9 ROOF SPECIAL 1 1 A0286698 � 85x6 /I Max Grav 2 = Job Reference o tional �-r� cotattVa iituaa.wni Run: 8.2 to s May -18 zu 18 Frim: o.z1u s May 18 ZU16 MI I eK industries, Inc. Mon Sep 16 15:46:28 2019 Page 1 ^ ^ ^ ID:Id_OOXyyT61Bi_TXoljwHHzefvK-H1B2ROuS8M7emkErTBD2kktuK_TEPzl4AAeMN7ydOxf LUMBER - TOP CHORD 2x4 SP No.2 *Except* T5: 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E *Except* 131: 2x4 SP No.2, 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 4-10-0 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 = 6.00 12 5x6 = 1.5x4 11 Max Horz 2 = Dead Load Defl. = 7116 in Max Uplift 2 = -385(LC 12) 12 = 85x6 /I Max Grav 2 = 1490(LC 1) 12 = 1490(LC 1) 6 7--- 2x4 11 3x6 G ---T63 1.5x4 11 T 4 9 3x8 MT20HS,1 4 5 3x4 4 5 10 3x4 3 11 17 Y W2 5x8 = W9 0 u 1615 5 N n 2 1 3 x8 = 3x8 MT20H� S4 1 12I a 3.00 12 3x8 ; 1.5x4 II 20 19 3x6 = 6x6 = 2x4 II 3x8 zz- 19-1-12 7-6-4 11-10-12 18-10-4 19 -0 25-0-i 28-1-9 30-5-12 38-0-0 0-1-12 Plate Offsets (X,Y)-- '6:0-3-0,0-2-! 1 [12:0-0-10 E 1 11 [18:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.45 15-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.82 17-18 >555 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.51 12 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MSH Weight: 204 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T5: 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E *Except* 131: 2x4 SP No.2, 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 4-10-0 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=-136413106,16-17=-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. 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 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 ANSlfTPI 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=1b) 2=385, 12=385. LOAD CASE(S) Standard AJ�isaso+narouilhp its k -t Fuf1P TR(FSS£e S£ElE3c)C£t:£i2.G 1E12Ma d.GCA 61Ttfxtdbfi lbifll9 R{°et1YEr,`°)..GKtlC�ArLE6 r.Ft:Ni".farm.b iy da y. Par ( rrd road M ib' it f5a zd aw (TOD)a*d iha Sp—a y E Aip— mfommm MIII tefore W— s c9<orms ststed en fn T D "kp c nociur -late, b Ta used! fn TM :o be d AI a T D—go &,qmoomg ff,o, S,ocilt.Y Erg—o, I 1 any Too P—rib ar. Manuel Martinez, P.E. wr a., men osn sx9 o@8M'g po>tssvidrt:xt edasy of 4aT yw,.x:ed «,:.Tpa r>rpt-i Tr d s',r e M�-ny, aarr dtt . -r3+�v Vii* tyD �t�a �ti,a rs5as a>„y atpre' #047182 E+wxy deo O�—e...stt d ag i Y Bw4d'rig DSxvy . m the yro'Z i e the iRC lice IEG L -ti W 6y4*,g coda arW TPI -1 Thy Ppttri of iHry 3DD or,d yfitki uye ai iffy T :friSioy h ..3rrvH. atorsg 5 f tqe and t>rexr nhy0 La t1 ro:,,—bidy � the a Xdmg ➢ C I5IX RFl rmiex.sgY u+�Y iie TCip I'd EF p d.e tl 4+adelmea of 3uAxng Gnm�a I ayieij irRr)t> [BSr`aj U. Bred by Ti'±,y ,d ScYE R 'rui i Wr gene k rde^ 7�4t d Mre Lhq re p¢ .wWiueg Pi,d 4620 ParkView Dr Bella rg, T D sP S iaMy £rrgmeor a id Tnrvsa Riamrractu+e W r.Fhe.-aces da+ned 6Y y C ira i.opze¢tl trµan rn .,v mg {,y ry Paw,yy asvti;�zd. Tie Spec s`ay *w7 t Gr tris 9a +g_Ceary or7rvss &yatem E�aniy=i of a dWdi% AU 81 Cloud, FL 34771 cap3s4:edtnrma a.¢ax defi+xdai.FP.t CraPyr@3FsiC201oA9Roci Tri�see?tE^.rCGd,h9jM >;. Ns,daoum rtt.many iorN. fep A�YGd vh Ovi the wmKor+permThe fi-t AEo T.nrs Job Truss Truss Type Qty Ply 3-1-7-1 WRMSCM1560B1L A10 Hip 1 1 A0286699 20 511-2I 6 4-15 Plate Offsets (X,Y)-- [4:0-3-O,Edge], [9:0-3-0 0-3-0] [11:0-0-10,Edge], 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 15:46:29 2019 Hage 1 ID:ld_OOXyyT61 Bi_TXo ljwHHzefvK-IDI Rejv4vgFUOup11 vkH HyQ4GOqu8TgDPq NwvaydOxe 14-8-1 X1.4 -q 7-3-9 1 11-10-12 12-4-0 19-0-0 23-3-15 25-5-0 28-7-8 31-7-1 , 38-0-0 $94-0 '1-4-0 7-3-9 4-7-2 0-5142-4-0 4-3-15 4-3-15 24-0 2-i1-9 2-11-9 64-15 —1 5x6 11 6.00 12 1.5x4 11 5x6 // Dead Load Defl. = 7/16 in 20 19 3x6 = 4x6 = 2x4 II 3x8 ZZ LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T1: 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E *Except* B1: 2x4 SP No.2, 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 24-14 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 = 7-3-9 11-10-12 4-8-1 19-0-0 23-3-15 Max Horz 3-1-7-1 38-0-0 -131(LC 10) 7-3-9 7-3-9 4-3-15 4 20 511-2I 6 4-15 Plate Offsets (X,Y)-- [4:0-3-O,Edge], [9:0-3-0 0-3-0] [11:0-0-10,Edge], [18:0-54,Edge] 11 = 1490(LC 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 0.77 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 FBC2017ITP12014 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* B1: 2x4 SP No.2, 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 24-14 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=-4541/2886, 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=-1555/3382, 13-14=-2203/4032, 11-13=-2365/4179 WEBS 3-20=-1336/842, 18-20=-1512/2693, 7-16=-269/219, 3-18=-565/1382, WEBS 3-20=-1336/842,18-20=-1512/2693, 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. 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 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 flt=1b) 2=371, 11=371. LOAD CASE(S) Standard ROOF T[.35Eie i -S l...h t r2. TE bisd:tm. D(-1 t OVeTOM R CBUu MT ).&t'116JrhFA h E-'.` .f i h' 6e ]. ( f d —d R th- Je lJiawmg 5 QB d ffie } 5..�.aa•ty Ety -eie <h ibe?' U i U t� d fn TD arW eetar pl3f>z f a3;, z df..fih Tp,),. b d D ,$-i:E.4 9i ME•9 'M.� i Y3T�3 -ris srr Manuel MBNt)BZ, P.E. rx c!th y €e et �neenq p p:utYi t d M 3h 42T Asx ds rJ L's TDD {, Vn3et Tett Tt p ar, ss pt s'7 tl' 31 e'xi+(t d �s of ih T 1 ;y6 dm9 as inert -cps 3..'y olthe #04y7182 i'Ja» .FS Oxhq's vt(n. d l 4 6.iWngLssy 4 o n•,ct L',e fx�+, ihv lEC kce1L ti�Hs"de aid 3"'11 The spP.t✓ha tri YDp)i rf 4l vse {ii thpT rr"1Wi,yh dt yg4 rsd .t aT -rJW a' hzil LeII �u,t.- it<Y ,UjFP-3 vh aD sig C4 RU t 'et v' it CLI VM p -Y 's rfg d U 'c3:' 31k& gCo+:(go tSat ty lnf asti BSpyy�i5...h dby 7i'ia •3 CR ,ef ,.c-310 R:. q d T f td Axst pc 5'Iro 'C 4620 Parke iew Dr l f T D 3 raliyEQ2riii ti etaat.%e i gti;?µ htN(619G t teA d`t"'Y> f�'�9}�Pe^ze eyb oedT aP f5 g T -Cas e6udvng...e.�y .. .Yrvss-S,yale E(1'seaYof flµ.dsy!�:tl St Cloud, FL 34771 _apf..i asi;erm:ss,o ars d.finc6m Ti,2 4upyi+�Fit 4'20 aAi ReoiTeu ze. RvraAu�,.i»tt ims tlacum n.,many 7>;ir.,£ FN. h�taG xitptrrt tTe µ•nC.en (wtmis.�an cQl tR _f3 Vsses- Job Truss Truss Type Qty Ply WRMSCM1560BlL A11 Hip 1 1 A0286700 4-4-9 2-1-7 2-3-3 3-10-13 6-1-2 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com A-4-0 6-7-4 12-8-0 Run: 8.210 s May 18 2018 Print: 8.210 s 6x6 = 4x4 = 5x8 = 2x4 II 44 = 6x6 = 4 5 6 7 8 9 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:30 2019 Page 1 vHHzefvK-EPJps3vig_NL?20DacFWp9yM IoH FtwRNdU7TROydOxd Dead Load Defl. = 3/8 in 22 —' 20 -- -- 19 18 3x6 = 1.5x4 II 3x6 = 3x8 = 6x8 = 2x4 II 48 zz LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2: 2x6 SP 2400E 2.0E BOT CHORD 2x4 SP 240OF 2.0E *Except* 64,135: 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=-215114070, 12-14=-2428/4338 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 atjoint(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 Fxiaase fM.. 7WY avw ih A.iRst+ 7Rt}5$Efi(5E LEA`,, GENERA1ER.8and. (YnOMMS Ct G-rom R. reUvERn 0-T Das: Srav+a,g CTUDf nd the Er.� s ere =� an i imtdte . uniesrs me sea�d a, fn iCD. GIK'yp 9 nec'�nnaxlar p�ai t>ae t>;: a f nae rcQ. ba c.. a flas , Eag iia s li E ,aet> aw a� cv aP T"s3 _�„a ar, Manuel Martinez, P.E. ce tnac+r e a ee'rn'3i—P—bthfyt �,caesa4ox -Vier+%;. .rdnr? TDDon,vn tTatf T de�q s tm- m,ar war,�nvanae�a4h T f sayB Wgma M,�a bdy,Me #047182 -o—, the Ow -e.,& dSa M eviiding thug xr, ap i}xe vmx t 0the IRC U 15G,bce�Wiw'g-ae'snd1 11 Tt. a�ro 'Nr Too -d yf wssse at ih 7 w.W-j hsndt»g,sW-ai .Uw_-I Wahsy ahAl u q—.Nj .rst Cep Bv&Isr,g Dessg n Corirzxx fiq t s sef eN xa De TCo. and iwe prec4ces d 9vxieimes't W 8vacrvg C,wnpa int Sa1M5 tn� nr+af'.m iBSi`A} qvh z*red by FE'3 k8t A aYe {@f ersed lut gfm� a� g dance: TF4f d fain the 1 rt9e�iNes, end 4620 Parks iew Or _m f fb T ss Deny . Sp-mhy E g,ne.r said T— ifankl{3L�'J v W. criiefu def by a C unci ar�.eetl vpan m w*:€ng 1, s� pews mbz* qd Tne ST+ea..:'it e rs HG7 tM 8v'sid+ng Lesyne• w Tniss System Er�g.near of say W khti FJI 8l Cloud, FL 34771 -capf,As:ed lamas a•9 ars dafins# m TT' l UJPYro3A! 2giS A 3 RaciT+asses Reciti#uc`i, on atmos docvmsni s ary tour;, ss prct�+fad vi -y wl t ', mmtfan psmvss3an N f -t Ra.f Twss s: 6-7-4 12-8-0 17-0-9 19-2-0 21-5-3 , 25-4-0 31-5-1 38-0-0 6-7-4 6-0-12 4-4-9 2-1-7 2-3-3 3-10-13 6-1-2 6-6-15 Plate Offsets (X,Y)-- [4:0 -3 -0,0 -2 -7],[6:0 -2-4,0-2-0],[9:0-3-0,0-2-7],[12:0-2-15,0-0-10],[17:0-2-4 04-12],[19:0-1-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 We BCDL 7.0 Code FBC2017/'fP12014 Matrix -MS Weight: 246 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2: 2x6 SP 2400E 2.0E BOT CHORD 2x4 SP 240OF 2.0E *Except* 64,135: 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=-215114070, 12-14=-2428/4338 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 atjoint(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 Fxiaase fM.. 7WY avw ih A.iRst+ 7Rt}5$Efi(5E LEA`,, GENERA1ER.8and. (YnOMMS Ct G-rom R. reUvERn 0-T Das: Srav+a,g CTUDf nd the Er.� s ere =� an i imtdte . uniesrs me sea�d a, fn iCD. GIK'yp 9 nec'�nnaxlar p�ai t>ae t>;: a f nae rcQ. ba c.. a flas , Eag iia s li E ,aet> aw a� cv aP T"s3 _�„a ar, Manuel Martinez, P.E. ce tnac+r e a ee'rn'3i—P—bthfyt �,caesa4ox -Vier+%;. .rdnr? TDDon,vn tTatf T de�q s tm- m,ar war,�nvanae�a4h T f sayB Wgma M,�a bdy,Me #047182 -o—, the Ow -e.,& dSa M eviiding thug xr, ap i}xe vmx t 0the IRC U 15G,bce�Wiw'g-ae'snd1 11 Tt. a�ro 'Nr Too -d yf wssse at ih 7 w.W-j hsndt»g,sW-ai .Uw_-I Wahsy ahAl u q—.Nj .rst Cep Bv&Isr,g Dessg n Corirzxx fiq t s sef eN xa De TCo. and iwe prec4ces d 9vxieimes't W 8vacrvg C,wnpa int Sa1M5 tn� nr+af'.m iBSi`A} qvh z*red by FE'3 k8t A aYe {@f ersed lut gfm� a� g dance: TF4f d fain the 1 rt9e�iNes, end 4620 Parks iew Or _m f fb T ss Deny . Sp-mhy E g,ne.r said T— ifankl{3L�'J v W. criiefu def by a C unci ar�.eetl vpan m w*:€ng 1, s� pews mbz* qd Tne ST+ea..:'it e rs HG7 tM 8v'sid+ng Lesyne• w Tniss System Er�g.near of say W khti FJI 8l Cloud, FL 34771 -capf,As:ed lamas a•9 ars dafins# m TT' l UJPYro3A! 2giS A 3 RaciT+asses Reciti#uc`i, on atmos docvmsni s ary tour;, ss prct�+fad vi -y wl t ', mmtfan psmvss3an N f -t Ra.f Twss s: Job Truss Truss Type Qty Ply Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 A0286701 WRMSCM1560B1L Al2 Hip 1 1 Code FBC2017ITP12014 11 = 1489(LC 1) 0.51 11 n/a Job Reference (optional)o 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 15:46:31 2019 Page 1 ID: Id 00XyyT61Bi_TXoljwHHzefvK-ictB3PwLRHVCdCzQ8KmlMNVTKBaFcMoWs8sOzSydOxe r1 -4-Q 5-9-4 11-0-0 14-8-3 18-2-9 21-5-3� 1 24-0-13 , 27-0-0 , 32-3-1 38-0-0 39-4-Q 1 a4-0' 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 5x8 = 44 = 5x12 = 5x6 = 5x6 = 5x8 // Dead Load Defl. = 7/16 in 3x6 = 3x4 = 3.6 = 5x8 = 3x4 11 4x8 3x4 = LOADING (sl) 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 FBC2017ITP12014 11 = LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP 2400F 2.0E T3: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 61,132: 2x4 SP 2400F 2.0E WEBS 2x4 SP 2400F 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 L/d 2 = -101(LC 10) Max Uplift 16 2 — -340(LC 12) 11 = -340(LC 13) Max Grav 16 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=-309916097, 14-15=-1994/3989, 13-14=-249014410, 11-13=-2470/4374 WEBS 3-21=-408/447, 4-21=-127/439, CSI. DEFL. in (loc) I/defl L/d TC 0.54 Vert(LL) 0.53 16 >853 360 BC 0.45 Vert(CT) -0.98 16 >466 240 WB 0.80 Horz(CT) 0.51 11 n/a n/a Matrix -MS 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. 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) 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=lb) 2=340, 11=340. LOAD CASE(S) Standard 38-0-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 249 lb FT = 10% p:,,.seS )My U -Al RF TLS Eh (1S_L.Ft.}GENER TE bib.0 CONMIot F,(`JS"foM n, retw )..GHltoyrL!-G ArF i"farn.i y5z Gn pa d tl ht rh M 9 .1 wn (TD7 and fhZ .yeaa^y E 9 N. -h ltaf U I ._s *r srsi+ d :x ,c MD _ er Aaq.;- Alm xb H r the TDD ¢a be d- .ts D V, g g f tly E g B, Ih I an -j TEO r sn Manuel Madinez, P.E. ih a el 5 eer, A .larbktyiA f d " Yn AFe Fr�sO aeu anTtia TDD Y ae Tse! i Tr d-'8 s FI 3ryan e*LT lvse atiiv T i y6 �J 4 ff,.rt'M 'M > ffhe- #047182 C1xn IH•ovmet's +IL dH ..r J H N.Iy19D 9 RihZw tei ihei G, the ieG fC dVb tii gcr.Je u?tl Pll Ths. 2A.: t5 T J •! Mf 1 .uItoaji*:3 T '.r h.,j gytnrrd tTGara AC L h.. i:e g+ X'>3.'4(f Lh tln y g 0.., Jo _,rzr.( RI t 51 Nal >r ooJ dSh p40 rs'..lrryH tlg 1 ,1 ng I tyW.—o— ,BS..A):y b -d by T[^> G�. ref e•'fi q., 5 y d ie T f 1tl fi ti. pbn.� CN €. _tl 4820 PafkVeW Df atlha,T.ys§.Deny4 r, Sp.e iel y E 0 year ani nes tta'�.aev 1 x amen. 4-fmd ter a ca are.xea + a,� A- s?y I rs•ces R.,m}yea r e s v 7 u r.cr r, e n. 9.0g yne. a Tws. sv e o E,gnee:- t �y m,..�,�r . 1 St Cloud, Fl- 34771 ^..p'ai.s..Serriis'a�€a+tlafrncl i6 PFi3 capyriht 4'2tlre A:9 Rnai'(rs,ss€ Rwic.Euf3.fur c.M�.da<nme:R ai any lc.'m,5{.r.A+.4iAMitnaul itaWnHeri parsnusiq€WkfC..fT.ussas�- Job Truss Truss Type Qty Ply in (loc) WRMSCM1560B1L A13 Hip 1 1 A0286702 TC 0.37 Vert(LL) 0.06 15-38 >999 360 Job Reference (optional) A-9 Roof Trusses, Fort Pierce, FL 34946, designtiNaltruss.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 s-o•o ID:Id_OOXyyT61Bi_TxoljwHHzefvK-AORZHlxzCbd3FMYcil H_ual hgbyJLr2g5ocaWvydOxb ri-4-Q 4-0-15 , 7-4-7 14-1 13-4-7 1p -2t4 17-5-8 , 19-4-8, 24-2-4 $5-3-14 29 1 i 33-0-0 38-0-0 89-4-,q '1-4-0' 4-0-15 3-3-8 -0- 44-7 -9. 3 3-3-0 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 6.00 12 3x4 5 6 7 n 9 3x4 = 10 11 -- - -' 4x8 = 2x4 11 23 `- — 3x6 — 4x4 = 1.5x4 11 2x4 11 3x6 11 4x8 = 3x6 = 1.5x4 11 3x6 = 5x8 = 44 = 7x8 = 3x4 = 2x4 11 2x4 11 3x4 11 9-0-0 8-4-7 19-6-0 21-8-3 4-0-15 I 7-4-7 $20 5 1 13-4-7 i 17-5-8 19-4-82p-4,8 25.3.4 2" 0 33-0.0 38-0-0 4-D-15 3-3-8 -10- 44-7 4-1.0 11-11-00-10j8 3.7.0 3-8-12 4-0.0 5-0-0 0-1-8 0-1-8 1-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.06 15-38 >999 360 MT20 244/190 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 FBC2017/TP12014 Matrix -MS Weight: 248 Ib FT= 10% 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 guide. 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 = -710(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=0/251, 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=-40/378, 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. 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 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 Qt=1b) 2=202, 19=710, 13=307. LOAD CASE(S) Standard T -sa fxnm 3Ry 'k'ew in k-1 WX)f TAUSSEk i CEtEN L GENERAL IE RMS -d C,CNDRIONS OUSTC`Ar•R (^SUYF.R') �.GKtiiSWLFG(. MFYT fozm L N 6R5k3^ r—k rM d k, Hv i pamgn V-9 (T0V).-d ih2 w -ax eg "r,� s t -r unicss tied , m T o tw �rt�sot�, nes G:. TL G Manuel Martinez, P.E.'.. aced tl,eF o`e W .A aen::a `Da'a'U'IM! i tl"S ;M y1eT cdP, to an #Ma TDDvnder T?4i T1s 4rosurne nC3wna: bad sK-i diwn;w<abrbh-1 v4g a[ih T- ft+r-y6"'dw,a x, 4F+e,rspanskP.!y Alfie CTwrss. d�Qrme✓ssU dagenl r e,, �t.;�eszs .4se vszfie tai nre tRC,d>Y isc wa:aa�s �od�,�,a r�hs Tnm,p�,«� rm�o»ria nrr�ad,,�orm r �.�r n,,,c,e.,nona �.resano.:«�,,nar,u �w,�irr #047182 c:, m socdr�s amass na ao,o- x nn tessei ,rt , a TCmana mp rvs.. e a a sr.�z juv, any coRroo,a sesery inr n ra�as3w+r>"sh9d ey 7ry ,c eca 'rerrsea� ss s d acc.� d . t �sconarsnm�s Ana 4620 Parkview Dr ,wt versa ; tx s e�Tpi e s �, . aDd 2016 k�artoW 7 i a +.« � d � ay e_G t rt� s ty sa c� t- T� sett ��c�� ma eJr�ng � �.anr sysr s,emgr sr ar,y twa,ns: n St Cloud, Fl. 34771 L-ap'abzdiumn5>1B ad dafix2 ns-iF,3 rupyiAjht 4"26tGA 1£2mfT�sses Rsyaioflt�aarXihasdabuma 2a�any io4r.nc �smat�4 wY4,euS 2GaumHEC W*maionMHl fia.f xi+,s�s. - ''. Job Truss Truss Type Qty Ply 745/0-7-10 (min. 0-1-8) Max Horz 2 = I 4-0-0 7-0-0 r4-2-14, 11-11-15 A0286703 WRMSCM1560BlL A14G Hip Girder 1 1 38.0-0 Max Grav 4-0-0 3-0-0 1-2-1 3-7-8 11-10 88 2-11 10 2-6-6 0- -8 1-3-1 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 ID:Id OOXvvT61Bi TXo1iwHHzefvK-6BYKhRzDkCtnUfi?DSI 1.5x4 II 16 15:46:34 2019 Dead Load Defl. = 1/8 in 3x6 = 44 = 3x6 II 5x8 = 2x4 11 3x4 II 4X1U = 3x4 11 3x6 11 5x6 = 2x4 11 8x12 = 3x8 = 3x6 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132: 2x6 SP No.2, 133: 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 andZrequiredcross bracing be installed during truss n, in accordance with Stabilizer Installation REACTIONS. (Ib/size) 2 = 84-6 17 = 3893/0-7-10 (min. 0-4-9) 19-5.15 21-8.3 745/0-7-10 (min. 0-1-8) Max Horz 2 = I 4-0-0 7-0-0 r4-2-14, 11-11-15 13-10-7 16-10-1 194-7 90-477 26-3-12 26rt1•2 31-0-0 38.0-0 Max Grav 4-0-0 3-0-0 1-2-1 3-7-8 11-10 88 2-11 10 2-6-6 0- -8 1-3-1 4-7-8 0- -6 4-7-14 7-0-0 0-1-8 0-10-8 Plate Offsets (X,Y)-- [4:0-1-12 0-1-12], [10:0-3-0 0-2-0], [16:0-0-0,0-1-12], [16:0-2-0,0-3-0], [19:0-4-4,0-4-4], f27:0-5-12,0-2-1 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 0.98 Vert(LL) 0.13 23-24 >999 . 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 23-24 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.07 12 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 229 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132: 2x6 SP No.2, 133: 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 andZrequiredcross bracing be installed during truss n, in accordance with Stabilizer Installation 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 2 = -69(LC 6) Max Uplift 2 = -452(LC 8) 17 = -2047(LC 5) 12 - -582(LC 4) Max Grav 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=-23181846, 38-39=-2318/846, 6-39=-2318/846, 640=-925/2049, 40-41=-925/2049, 7-41=-925/2049, 7-8=-932/2058, 8-42=-932/2058, 9-42=-93212058, 9-43=-832/917, 43-44=-832/917, 10-44=-8321917, 10-11=-972/996, Continued on page 2 TOPCHORD 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, 4041=-92512049, 741=-925/2049, 7-8=-932/2058, 8-42=-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 BOTCHORD 2-29=-716/2082, 28-29=-120/292, 24-27=-706/2154, 24-45=-791/2353, 45-46=-79112353, 23-46=-791/2353, 23-47=-100/691, 47-48=-100/691, 22-48=-100/691, 22-49=-100/691, 20-49=-1001691, 20-50=-156/901, 19-50=-156/901, 17-52=-1109/496, 52-53=-1109/496, 16-53=-1109/496, 15-16=-11091496, 15-54=-371140, 54-55=-371/40,14-55=-371140, 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=-853/1137, 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 lb 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 22-11-4, 44 Ib down and 71 Ib up at 24-11-4, 44 Ib down and 71 Ib up at 26-114, 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 24-114, 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 as9f �n.y wihn H.t fiC> T3t.55EF ('�,..6lEFxF NERh TE NS rd ['CA b! dr,S fiv T6M R('BUYEA°)nGf'f1GWis6 11E i^f i fy j_ ra ,d ad to M' 45z; T`a atril,3$a,d iha s;rr�arx�s .fere sh�taei, u r 3c'F .btrao m �� _KrA» e ,a. -ior SzrF a, acuzce< sa iat?; d d, at o w :€�e a'�yf ; �� h� y � i i �nr77a ;; .nt=a� Manuel Marfinoz, P.E cey �� a ai v >rer+ x _,ixuy.M r a a� •m rireT+�n a a ma Tao v daT�r + Tr a a.e n� ! o-i,bIn ,a rfh r f ysra gtsiheretPa m r. iue #047182 01-9 .h G '.'s tF Jad .ter &�Y .9 '^9 ih'Sw t &T t'. rR. ihs lE $-.I W y J dT`+FSTh, pp-. ft- TOD.,d yfiW cs 61 ih Tum 4WAi,2h d ysiQrsy idi dLte ��; SMvlk imR T4s" .:riL uL RO s?p G n1W3'r A4 ( s t N, Y ttp sndM p h aA� Ine�..J lr Yng Cnnpo7 f I t3lnt iwli 3SGi)?t'h dby T7( G$ �rtf .ed h_gen g d -T !td n ttie P X11 na 4620 Parkview or -;sJ� fi nffi,o sRe<,aiys: y, �d �aR+aM,w y I �ir>e v4 efi slea 11� �aw� sp ausm earn spa.,. e} t�_c�T s ��.na.o�.s ... , bssyst e yr<er f rr��.3�.„ ll St Cloud, FL 34771 'sap'&1ex9i.,ttnstereasd..B-HdwT.fe a 2016 Ai?s»ilws Ra;,:adc.m61Hnz*o-irnaOi artyfilN.. pr.3'1'0.p Y Na A-1 R.M 7Nsu: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@a1truss.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_OOXyyT61 Bi_TXo1jwHHzefvK-6BYKhRzDkCtnUfi?pSKS_?7sh PYgpkgzY65hanydOxZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-192(8) 8=-31(B) 10=-105(B) 28=-311(8) 14= -399(B)22= -73(B)6= -106(B)36=-106(8) 37=-106(6) 38=-106(B) 39=-106(8) 40=-106(B) 41= -118(B)42= -31(8)43=-31(8)44=-31(B)45=-73(6) 46=-73(B) 47= -73(B)48= -73(B)49= -73(B)50= -56(B) 52=-145(B) 53=-145(6) 54=-145(8) 55=-145(8) fsF».asa JWR !A A-1 RC<,V IMAMS LSECLFR`) G°NE:2A TE;""S .0 Cce""D31CN:s CWtbT( - R('BUYER),'1{',KStGd�'L t' SAFNF^f— - fy v,ynr W, and t,a Ie fhrsT Caxg T)ra .g iTUD}and the s;ada*r ErF g r0a . M -t W- Unl»_s ctr t %d - d, T.D, GW rag a.�:, 1». al ;,'M t� asad Y tha Tao. t. :d. Manuel Madfnez, P.E. an,av*-¢e a�»�a»a�mg oor;�sdg,to.In. da un a; u,.—gaT�� 9w 0wanu»IDD ,— TQas.Tr dans' .n,«,sw®dd a a�,�:su�;a W Ja�».wfn r sro.r.,,ys,;a�aa.L�ria.�},o�+ro*�.sofine #047182 :Pm Fha ChMer's auUainzed: } rl NeE H�gD igr .tha Wnk!xL0— RC. 0.1EG,W4Lu Wi uroda ata W' t The'Ppwa tirtha TCDD a;a YfisW use o(th9T uv.,lud< 2hsndSm9, aturABa m wlak 'antli d,.. sFiak baU eaa<pertsdn'irf'i e. aa�a:mT D-gn». anu co,,.._raw. An n»las set a>,{,n wa TOO aha— — � p ,dalinag y rr E,»�ngcda,fw.:-m salaFy mronr� testa) pum:s.+rea nv rrs aha sacra e a re+e.<.,�d r,� �ane.a� s oa_ aac.1 eem,a.� <n».asram ml .. -d 4620 Par�ew Or ikR otihe Tnns D y , SRepakY Eaw+uauund Trvss tdertuaNv+e lass cU%r» .le d L'.Y a Ca i -t agree.0 amm G: g try e� pefiea wvaive6 Tire Sis'SY g re f30T tn» FwAn'ag {)avgnar w.Trtiss 6ys#um Er�g�a. of ahy iWairg. wl $l Cloud, FL 34771 'L'm"�;akxad FEttaa3•e as d_hraEEai TP}1 paDixs2tilC2o 18A 9RobTisusses–Ram-inau� c4 ihi,.dp<uEner4 a�a.Yrir.'P'.+eE:=gee=4 wlh+ouF tha wCEteFi permad notht`no.f 3eussas:. Job Truss Truss Type Qty Ply in WRMSCM1560B1L BO1G Hip Girder 1 1 A0286704 TC 0.80 Vert(LL) -0.11 6-8 >999 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 15:46:36 2019 Page 1 ID:Id OOXyyT61Bi_TXo1jwHHzefvK-2Zg467_TGg7VjzsNxtMw3QCFvCArHm1FOQanfgydOxX -1-4-0 , 7-0-0 12-4-0 18-11-12 1 4-0 7-0-0 5-4-0 6-7-12 4x8 = Load Defl. = 1/16 in 3x4 = 1.5x4 11 4x4 = 3x4 = 46 = LOADING (psf) 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) -0.11 6-8 >999 360 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 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. 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.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) 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 10-34, 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(8) 15= -118(B)16= -118(B)17= -56(B)18= -56(B) PLATES GRIP MT20 244/190 Weight: 81 Ib FT = 10% ROW TRl S eF rs'=LLEAj .Gum Tt Ms."d coi-v spuA EF7 8 ttO,rr1ECF d6'.T 1— . (y o. mar x^. d '-d t 1T T 3e Y1 aw (TOD) dihx !71 SP eaa3yE s ie n sh it,efo .Unks cfnm talyd ez ih T"`b nty,WP sst Isf Fa'A he as ! tfi 3LIj,a6 d' Q y'E 9 A fYE 9 . 1 any? 3 r enii so Manuel Martinez, P.E. R . r u, vrY onm+ma ?!�-P�rYuyi �n a r�;atin� a>eT.�,_.aPa 3 r.T�b t.:n,r'rat i sr en,i u Pt w�.� .Yfi«, - '»n,rtk r t.�ys r.a a ii;r z� saftr,z- #047182 ila- h dente{' SiY d grit f &�YJs'iBD sy 've9tew ic£heiAC 4ui BG. oral Gu l3 gCada tnd7r'11 Tiv� 1P tt5 @Jerd l4"`da_ a:neT d '.dr h dfg stpraae ta36Gr~a dEa3 Fi,ii ixt. 4626 ParkView Dr QCs S d D s+n dLd hp ley SYt vt tre iCbendM R '4- dg'ea Lnt=' tft -v ldf CCo _pa t51Yt}tn( atr+. BSL?? b dhY T_f .SS Gj. f eC tu. 9S tl u 7 ltd fi i r.t ttae ao,. {sc hyEg era:i3T rtam.rxfu i t,u,e ,aet dtxec t tt u.siy IPS3,s3Th Sys-.rxfl ec sr.G HuA�ny.x..� n:_>;:SY�t egpee.04,Yw.Qra;.,gn stCloud, FL34771 caµauxtlt.Ym, a as3.•6ncd,a,Tri#C.,P>+%dtai t"2attlA i(2�niivises Rs�adYd .ihi, da2u mri,.n arsY Ymrty, tS P�l�._du`.i�neut at4 uKtfea parmustan NA-iR yf lr,tsF-s Job Truss Truss Type Qty Ply in WRMSCM1560BIL B02 Hip 1 1 A0286705 ' TC 0.65 Vert(LL) -0.25 7-13 Job Reference o tional A- i Rod i russes, run Pierce, rL 34946, eeslgnLaiu-uss.com stun: 8.110 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_0OXyyT61Bi_TXo 1jwH HzefvK-WmESKS?507FM L7QZVat9belS2cYtOEePE4J LB6ydOxW 1,6 4-0 -1.4-0 9-0-0 -8- 18-11-12 1 4-0 9-0-0 -8- 8-7-12 0-8-0 46 a 1.5x4 11 Dead Load Dell. = 3/16 in 46 3 4 5 MM� if, 4x4 = 6.00 12 5x6 = 18-11-12 46 = LOADING(psf)SPACING- 699/0-3-6 (min. 0-1-8) 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 6 n/a n/a BCDL 7.0 Code FBC20171TP12014 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=-10121619, 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 Ib uplift at joint(s) except Qt=1b) 6=176, 2=215. LOAD CASE(S) Standard Area3a fh jKY !n A -t A7(T ii;t 5£>=f ("'+r`f lFfi`{ 'eu3 iAL 11 fkzmfi sd 'CFs[YlTti'p 5 CnJSTOME" (-BUYERI ACKUM FEM,itFRt' f— VlAff gn pa t r ead to W ff v M- ?tramr STDD) -d ffi¢ S,.: a'zx Erai—rmfemm ar, t uer� a a>'Do. is „sea *It,. rno w ntl a a 3 r 'r Pie t .S; M Ens ,L t mat Manuel Martinez, P.E. a,bt"y [f n dewy , ih F8 T +r`P,u'td cn ram TD'J r ae 7R! a Zha dev.Pa unM s.lae3m8 d t - au aS.Lf l asy U 3 t ery R kl , cs trier ywnsdaF' o m✓s w a: a t r a.la> cam ,r, mr:: w rx v.a ewa t„c. my tae k-1 t,,,.Wmy e�m ,,:.a TPIA. -me ,,ar ow TM� xoo s a ty r,�w ��m et m r �O" 4 n atr,a. —.9 ,n-r,rat�a,=.. a r,,m >ran v �.t, Ae'. # 047182 :a: m eu ria ne:fir snd cons. w Au r er uur a sc,� e w n o ae�& �, d s ,det „es:zr rr,� aurxnng comaa .r satetranro�mearn tesrtyP„a sAsa W r{ r :fa seci are rer a ro, sure arswo�ce: x a•r a renes u Pz rxiae�. aro 4620 Parkview or -iw ren rn„g aeam .. saeenv R y ,ane?,s& ratmuu+«,,.�rosa c+u�.,..>:e aee„,ea f#y a aonrrnsr bsma n>M.;w ty ak Pewaa mva+xe 1hr: sv�aav St Cloud, FL 34771 eaPifalx:.etl Sarttss are as dehnCd iA Ei, +✓aPYrryRt � 28t6 A t Re>iT�ssr.–RernxucS;on d iht. aowmoar, a, a: p ro,iT,,s arch�tYd miMovf Na_ wn[fea Pormtss!an o! f+4 fiw,f Tvss..s Job Truss Truss Type City Ply DEFL. in (loc) I/defl L/d WRMSCM1560BIL 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 Referenceo 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 I D: I d_O O XyyT61 B i_T Xo 1 j wH H zefvK-W m ES' 4x4 = ustries, Inc. Mon Sep 16 15:46:37 2019 Page 1 1507 FM L7QZVa t9belXOcZN OD p PE4J LB6yd OXVo 18-11-12 3x4 = 5x8 = 4x4 = 6,n Io Dead Load Dell. = 1/8 in 9-8-0 18-11-12 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 FBC2017/TPI2014 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 = WO(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=-1159/782 BOT CHORD 2-7=-631/1022, 6-7=-610/983 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; 11=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) 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 nsa *3 7hY il+ ht RCC,V T ISSEr rsC LLER Et 4it iE M6 ard;C46i tSiSU TCM R(.5wee""l I—(y 6a iy_ rar i ^.d d t ih 2 � n I`a q( 0 ). dfh e s $'Ey —q. v Ytaiw u, rrd m d'clth TDD nir.� re.„I.tz r IL :dr t TDD,of..w h V- E9 Ai- ,yE r a y,,e I —Y To so Manuel Marltnez,P.E. see tmmtia pee po d�iH_I t d..!;, ask, r, kTr�ssdepMdeniiaTFD `s-T.ti Tr a aK pt t �w,t-,rnon '»7dt i onn z i:rala'«{atne Ixi ,e, yenae gD47182 -ovn t%v o'+H,ets sU Ynd d at 8 kIng De 9 ll-'wM ,xt Ythe pRr: ine 16G 74rai Lu 4t+ny J .d7"lt Tiva pp i Yth TDJ and nyfv-4Y aetitM6T 7 h dl ,y,.5lory i old, acct Eraa,z�bhaG La it sy nIA{ 'Yi Gii Oxsiq dC >;h I t ,rt Y ,Cf?.sntlM pre h dq 6rre.:;.ftM N gCp-;ap>. tS 1 {y inY gi {HSCI): tr shed tly T?; Rf `� Ch te'e ed far pen �4 d SCita h iie ptm I d 4620 ParkVew or :;iat, rta oma,„ sn 'aey t r��n ecciandr�uu I mhps» d 5, hYs-a t w�a + t - e syy 'icy ro� T' sc ..'t ro �, s:,a�nq -� pssre e a7per Y yw.e,�G; All Sl Cloud, Fl 34777 «p'cYixGtemu'a, a�definc4..TP.Y ',".opirzY�Fi.C2i71GRi RpaST .es Rq.. dpdw cj;h,. adcv. aa,nany tu,'.tt} vprr.RLiEaE v�M+fthc{snT.=rz {tcmusston Nl.YRprtieu.xY Job Truss Truss Type Qty Ply Plate Grip DOL WRMSCM15601311- B04G Half Hip Girder 1 1 A0286707 ,� f Rep Stress Incr NO BCDL 7.0 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 15:46:38 2019 Page 1 I D:ld_OOXyyT61Bi_TXo 1 jwH HzefvK-?yogXoOknRN DzH?m2lOO8rHcuOxsIYBYTk3ujYydOxV -1-4-0 , 7-0-0 11-11-12 ' 1-4-0 7-0-0 4-11-12 3x4 = 1.5x4 11 44 = Plate Offsets 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 5 = 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 L/d 2 = 166(LC 8) Max Uplift 0.09 2 = -264(LC 8) 5 = -384(LC 5) Max Grav Vert(CT) 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. 11-11-12 Dead Load Defl. = 1/16 in CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.71 Vert(LL) 0.09 6-9 >999 360 MT20 244/190 BC 0.58 Vert(CT) -0.13 6-9 >999 240 WB 0.76 Horz(CT) 0.02 5 n/a n/a Matrix -MS Weight: 57 Ib FT = 10% 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=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) }� Prowse ae7k# .k iha `A-1 Rc" TAU S'ES ( `EU CR-) CENER2 TErMS a k GCF O! MS COSTOMER (°AUYET,"t, Ai;KtJO'NtECf �tEhF fmm b ty spn p t nd raad G: w iR `.r:s Cern f),awm5 ov).' d fh4 ;R N ll i saezia"y E s ee k , r W. unless ar stave «} m TDD vrcry raa ne —W., 06."ba used f r fi TDO a a.A be . Aa a a � aerg Eng t a sge.A N E, 9— '-' ..? m. uat on ssr T g'—b ar: Manuel Martinez, P.E. u�a rw:� e�.�a�ace wor�b:ti4ys eaas�n os aeaa,ukT-�ae�+«��on ctieToa f. U,}>Tgt} Trx ao�: N s;roz .tuna, ,.w,s�r se oTfn T :�e„ra 7rura+ha a�+a�pxy e+rhe #047182 Ow^. Nxs Orineis utf vuPd ugefAi tf�e 8vf7wrg6 9 r,m.4la wM.ext u; riel,Sha 18G,lubssiLimg crde aYd ilTFt Thos{:pro'raWttx, YDD end ZfieYJ use at Nr T urQu3 �hsne§ng,vtpreg se..alwr:ard 2.ra^a'es�ry shalt bbN rxxrcaAnMg ANSA 6v:9:ng Desg a�HC Yrm' Rai m3Sex5CtoN an L:a TGfl and Me prncUcesand gwdalmes al U'.8v,3m'ng CnR:ponentSaletY kianrwtwn €es%Xl Fate x'rd by Ti>s .d 58CA eraratarar.txkF Wr{ren afY 6 ce. TC4l dehefas iR.z pc sRa1N smmsid 4620 ParkVew or 3:+t f1t, s Dena S . ei,y Engir+ear a Trv53 Mam+4ac!ss , vniesa oNmw dr£x,.0 by e G iraci,rgmep upon rr� w^Ssg Uy eA pa^C a ,mave3 Tha Spec nXY Tg tiC1T N,e B�rtY✓iag.0asg+re^ w..Tre'ys SpsWsrs Ee,g:neer of arcy be,fdvg: A4 St Cloud, FL 34771 de{Nai�zaC SaeTt aT¢as daF E,nTFt}Eay§�3fiia�C16A§RmfT:&sses-Re#aCuchondpns d�tunaat,marsy 7a'tM,.a przt•b3li+i wSCnOul Uafmtsee pannrssbnaHQ-f fioct Srvssz4� Job Truss Truss Type QtyPly CSI. DEFL. in (loc) I/defl L/d WRMSCM1560BIL B05 Half Hip 1 1 :::::7AO286708 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 I D:ld_OOXyyT61 Bi_TXo 1jwHHzefvK-T8MD180MYIV4aRayc?vdg3ggEQE I U6ai iNoSG?ydOxU -1-4-0 1 9-0-0 11-11-12 1 4-0 9-0-0 2-11-12 5x8 = 1.5x4 II Dead Load Defl. = 3/16 in 4x4 = 1.5x4 11 4x4 = 9-0-0 11-11-12 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 (loc) I/defl 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 FBC2017ITP12014 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt --1b) 2=137, 5=137. LOAD CASE(S) Standard � eaSq lh dh L A.lWoF3' L5 @si S� rsr f GEf E_ k iE MS dGUx01T hh'G.1 7Ui9 R('2tPlEh�.+GvrlCR1EC Mb's 1 i iy fl2gxg. ar Eg - d d k, ih Tr De U aw g{ 09J dtha f • �-Q�.ady ers K a, f 0rora u >F frar�� a m rrD rr�l a ^nsaai;aa� aaa sed r m zclo,ona a _ o � e. s s i ea rx ens o. �+ tarn � tom,. >: _nr� ai, Manuel Martinez, P.E. e V. P'h' a t ,q _ a�4 rw'06 .�ixny t u r 61 in 1e Tl—eepa )aRLiaT00 der7F'11 Tr a �aaa5 et -{ j, a dtw �,uhe.,J. T + rys „a a F{ne'fe �Po �:ry aftne 9047162 6n -i iH Or: t5 uti a tci4 Ii I.f"18C +g a ih M 1 tYai G, iFe IBG b¢aiL'IS gbx7 dT -'ii Tiw gyp. ith TJJ and yT A.s titch T ud h 3 g'vfnril 1 $ fw aLia d bell ya 31i(q �vit v.0 0, 39 dC .fit RI t t W 4se i00tfnd Eh p ^tl -e tlH d IPa�.d e' ng Cprlp iSeieiy tufo eU {OSOt}'P LL Y atrYTPtn dS CR i ed ror ge;,e g 4d T td fi ?�mre P _' IUd 4620 Parkview Dr �{ tin -.D e{6p LyEg Tadd- 9 tAanuiaC.ua 1 aliia. da* d6Y4£ i tvr� eC-;fan :is9 icy IA-' .V&dT S�e^;ooe � NUxf SSUii3n9 „e'g er s.; SY td E^Ptilrer or rsyF ?d rsy ntI St Cloud, F134171 =2ap.et_fi tamrsaie a„d_firma a¢Ti:,t UPF3';�2(}FoA Fi2tof'[:u sec Re=y.'2ds!cfath to M,sdniu eni,m 4nY fP+.r. FrchID3nd€V ui thk^1C9nam�uawn cJ R-1 Rn.f FTuarn:, Job Truss Truss Type Qty Ply WRMSCM1560B1L B06 Monopitch 2 1 A0286709 $ -200(LC 12) Max Grav 2 = Job Reference o tional H- i Root i russes, ron rterce, rL 34946, eesignlwaltruss.com Ftun: 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_TXo 1jwHHzefvK-xKvbyU 1 _J2dxCa98AjRsDGN01gg BDXzrw1 Y?oRydOxT -1-4-0, 6-3-14 11-11-12 10 6-3-14 5-7-14 1.5x4 II 4 3x4 = 1.5x4 11 4x4 = 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) 6-3-14 6-3-14 2 = 11-11-12 5-7-14 Max Uplift 2 = Plate Offsets (X,Y)-- [5:0-2-0,0-2-8] -200(LC 12) Max Grav 2 = 527(LC 1) 5 = 433(LC 1) 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 0.46 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 Re<safi dh# tevM H-tA'Tt #a.(,5 ERf"S= �#'%�k C+Et ERP i s;Paa�Yero r �¢ rn taProre a r@ aH sa"acm.TDD, artda CCF „ry$toCll5iT-3 b, a.{"hBetiaYERdyhx.°..th.TO'haLt.b—, a. ad to inisF E5a arn?lrawmr'3E)k�j a.,d iht � - aas�„..e a �t s..� �raho .u�a tor,attyT II c _n>gaa Manuel Martinez, P.E. asr1 orW F: .¢a Ne=uy e¢nr Pora,bfRy.Iart tiaskAn ax Hs &ie Tnns dePxte+i the TD6 9 rW¢r TPI i T) a sryn nss gi to ia,-xm'3+t�t taN4 ml uvs a(th i fo-.r6v Maga ttre r�pyrt d'Y of ftie.. Yy er iW3rmcWs vtt daA'e+nt 8 Ba,hR'iB.Ce 3 .mtFwcuM ie3thetRU`i3,el6G,Wral6wWngxrodesnCTi+h1 The9{,ProvaE rmeTII'3and Yf+cbluseottfeT,m,.b3irvJhandin9.ztora{I,msfaratoRe�:uer,,+s!'.s&beu eespr. s.:.iRy #0471$2 sg m» s ,��,o o ac,a ao�uan au ! s¢i ow ar rz ti aaw ane a. e*;¢s a d owd¢i»tiasa a aesP:,�o cEn+o a sat¢la snr rasfi w B9 }Puh s3vM W 7Pa rec secn�s¢-eta .¢¢e pxyrene a! aaw>,n¢� Ta4t aen,w.m m^ P%+< �mee ana 4620 ParkView Or vUt tZ T aea o , s�e»aaY E ea�s.a�..xr:;.e< —L.mne�w a d [y ; c t a ea w r � t7 i Ps ��,� d The sP¢c�.:rtr � a¢. i, NOT »,� sumar�o aessona Tm" 6"W'e Eag,.—Meer w>3w, ,Eu St Cloud, Ft. 34771 CaPid,:cd EennS 2.e as 6etvzed in iF, {.aPYK7RF d T A 9 Rob4'(.v.s¢s RersiPCuc{:as a, t?tts dadum¢nS_ en aPy btin.,s Prrfi9r4aA r3tAox Ma+4mC¢rt DutmY 'on.M fi-t Rocl Tmases.. Job Truss Truss Type Qty Ply 0-11-11 0-11-11 Max Horz Plate Offsets (X Y)-- [2:0-4-4,0-0-4) Max Uplift A02867110 WRMSCM1560B1L CJ1 Corner Jack 10 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Job Reference o tional i 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 15:46:41 2019 Page 1 I D:ld_OOXyyT61 Bi_TXo1 jwHHzefvK-PXTz9g2c4M Inq kkLkQy5mUvGND53y4q_9h HYKtydOxS -1-4-0 1 0-11-11 0 0 0 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = -5/Mechanical 2 = 181/0-7-10 (min.0-1-8) 4 - 0-11-11 0-11-11 Max Horz Plate Offsets (X Y)-- [2:0-4-4,0-0-4) Max Uplift 3 - -5(LC 1) 2 = -71(LC 12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190 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 Weight: 6 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 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (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. 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, 4. LOAD CASE(S) Standard Gfa„sg fh gh,y W Xi HIO: 7 CSS rS LL Ci } t ER k TE 'l6 Pd;GG i G f ftJ 'rtth$ R rBUVEh'j oVU0%%EC�'ME T f- L ey � ra d d to in?hfsT `les} ihax4 3 i aSj dike S.-0.rye s is eh -1 hef— u i t ed- Itn a ntrp e .no e,;,W -relll Le dr to Tab r,b a � a s,.Ees at ...r � �rE s .:T, lee f�aany sG z �t��a Manuel Martinez, P.E. sao p' m tru:P a£ ass er_ g x.s vvyt } da tine a nese au -d cn thaTGG x. Tei -t Trzd 'aria not ,i i. dt itx du tu, T t ,rs a s ;pe Ps sb yo{tne- #047182 -:a [ tl• G'+mety utF dant f£¢8., 4,1.gC.s `g J tye'-s xt th } 9, 3ht 2G brat bv`J3 gca! sad TF'f ] Tt>= rPM'ea WtSe TZ a end lfv-h3 _: ti.& T rY ud{ h di g sfo sp t 3 t .J ryahaii l.e Li ysv� ia7d; W a xi3es.?p dC .i FS ( taut tt G➢ynd to P b 'a d9�%^t t s:�i ttl'3 Ys gC a�pa� ISalety t arab 'SSC:1)yb +»d by TPS .dS CR .tjUe. e q tl 4td tines ihM+'IN a"d 4620 Parkview Dr en 'se:L tu, a„„a s ... tyE e papa s n v.aa, t o6Ksw .m�. bydC-1— taga�aa eL"'nscy aaarae ,gad r s}.:�tir }ic, r eanzn9ce . , ,Tn+,sssy t E geei.-11e; b;.n St Cloud, FL 34771 's}r ,.h;Yid termsfl�e as d�tncd ie -TFC. CePYn�Eil4201 R-]E2o>TT,^u..sas Re?icdu..,m o£lhi. dd<u .,.:t any {a.�n, s>:rcrb116d.ti�h it the umCen pcimt smn cA R-tR �b 7�a_ses" Job Truss Truss Type Qty Ply (loc) WRMSCM1560BlL CJ3 Corner Jack 7 1 A0286711 L t Vert(LL) -0.00 4-7 >999 360 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 15:46:42 2019 Page 1 ID:Id OOXyyT61Bi_TXoljwHHzefvK-tj1LNA3ErgteRuJXH7TKIhSR6dQchX48OL16sJydOxR -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 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 = -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 FYaaw fh gh p iarr tF AA Q00F TRIS E6 (-a LER r GENER4 7 ERMa A K"OND'Ims 4J4TOM=R >� CBUYER1 AG,:Nbiyl E0C,MEN fmm. t ry rn 6'p ryar to a aM L tt;ra i D—" M." TOO) and the .,;yea x ens er refm En. rtmr un 3 rrr catme �a th T^o cmy as, as r�n«am alah sraxi L:. aced r« thm T.TiCr I ae s' d ...s r aaz.d ..En9 emrn9l;m. -:,�e ry Eng d n,a eeat.co any TOD c x�ntx mn Manuel Martinez, P.E. ei etthe Ptcle al gyneen aor�b-uy15 t eaesrn.1 aa� 1eTb +hau^'M cn iiia TCO.0% u .'IPIA ri< aa>s'€ W `�_wa-ice sf -w -Vy 'Mvs} T T f rsnra #047182 �wm, Nm f,'rmet ua Jag ntwiz,e emW". Da gT ,y. the conf_nl mf the191"IBC, b'w t'."Wmg-d. ase 7Ptf. Thu xryfrn af..TODendyft64—.¢ t T—. ,Ih N�.ajysWrsa taLe,Rogend wm^r,yy ehaPfie Ql srxm.�7ity e,w svwMa Demme. ana 0 ---ax nmf«s se, o�s,n ve Too, -d the aYacacea -d em sal— ure ,s rgcaa,w�+�nt s .ir iora*, fi-s task.) auvs3,aa nr TF, mrz sscn - ire m— n, se- -W. ai�,a— 7111ces„is vm ravx s<w��,es. v,a 4620 ParkView Or a:,t uthe Truss nms.s saaaxr Engnresr�d Tn,sa Man�saao unless «f• ,esmfs,me r*r m rmnf aa*;:xa w~m %n Ly a r>�ed TPS s„xr Enm.,m r+oT m� a„ta.�y o�s<som, «.'team svgwm epee• x mnr t,aa,as. ,an Sl Cloud, rL 34771 cap3a4:-0tamtzaa as dahrcw a,TF3 dvapyrv3hE@2Q1aA iRooiTrvsses-Ren<vVu ctth,s daCummaf,m a,ry tGm, w[sandnhQ eYiU SNa vmGaa pmrts,ysian cJ F-)Rwf Th,ssa3. Job Truss Truss Type Qty Ply (loc) WRMSCM1560B1 L CJ3B Corner Jack 1 1 A0286712 TC 0.11 Vert(LL) -0.00 3-6 >999 360 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 15:46:43 2019 Page 1 ID:Id_OOXyyT61Bi_TXoljwHHzefvK-LvbjaW3scz?V32ujrr_Zrv?dl 1 mRQ_KHd?mfPmydOxQ 2-7-7 2-7-7 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 0.11 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 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 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 Shease Ur OFuy4i.. Ln A' lRobFT Lssa; t -s' tEk-1 c NMA TMMS acd3'cr Ot-1@SGJ6TOM R CSUMR-) ACW40WLrnGMWN f—' i5' x7e perm d d r ltdT".. i)R' d1 et t7J)afh t darty e y e rcrzn d,eei beio u lis csr t a , m Teo tr%d e neaor.,.l�t .i trx „aper sn YDi3?>na a a. ar ss o �s':ens s i '� Hes i to t " any -10 c L sr Manuel Martinez, P.E. eeec,aa xth s. es of e+amaeru w�wGy:( s aes,,, ct rti at€rr.,,s a-olaca r.,e Toa or,rrlt Trxq a �1 fo r a1 ufi 'Ni is �v or to T r acre Itr a t!�e r-spob r f.+fie� #047182 'Orn lh Oanet'§ ult d. t L Bvtd,�ig DS+g viAte'wesxt the iFQ: ihk lBC ktal bi+iJ'uesde'xed 7F't1 Ttw fpntia iih TJp-•,a yfiHd re of ih T-infinlh d§9'ar+f de, tkdt -rAWa ] hdG t,a ttt „e 41(Uf :a:l P,y 6 C C 15*.i fJi r .5;t N U TCO d M Q h.d d p -d 1 bjiY� 3 Y.s 8 Cn!npngrt S tel} fnfv r - BSci): U hetl by Tp: e eCA 'mf xS k*p :!+e 5 d -ZFt-t tl G ih - pc tI.H snd 4620 Parit�'iew Dr .�t arlhe Tr,r::s,tl G r3fiea"aIyEH -and §s tlanvfau.•e less clhe�w-x Jetned bf a Coalrsi t�:E•ed'vpan u=Lng iy Irc �.yp:veQ "(he Spe,::a'SY ^3 t>fIG'Y�e Fwls�g't)¢,.gq pr,Tnus:SysS E9„re�of rytnr.:d.y_nit St Cloud, rL 34771 •p^crn.a l,xm€-arm a. d_flncC.vi.TY'PAi`r3taS C2UIGA-i xzaciSnt+ses-RcetiCuuYoh Cth,sdasu, c:k, e, pnyPsiM,) F+t+fi#Saiitrtr..}�,gt(aq {f[mussigh.M-fct Ro.f 7russ_5:- Job Truss Truss Type Qty Ply in WRMSCM1560BlL CJ3L Corner Jack 2 1 A0286713 1.25 TC 0.18 Vert(LL) 0.01 4-7 Job Reference (optional) A-1 Hoot I russes, tort fierce, 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 15:46:43 2019 Page 1 ID:Id OOXyyT61Bi_TXoljwHHzefvK-LvbjaW3scz?V32ujrr_Zry?cslmCQ_KHd?mfpmydOxQ -1-4-0 2-11-11 1-4-0 2-11-11 19 19 LOADING(psf)SPACING- 64/Mechanical 2-0-0 CSI. DEFL. in floc) I/deft 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/TP12014 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. (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. 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 P as� f J q rre d, f i NGtTf T.'iiS55E6 i-tiEELVR-)'' ne.RA_ wws and C,iR<63T ws cvs-r l ER.('$uyew) j Cr*uowi.Ewwwbr f— V.4y a 'gs r—b,.. .—'ad ok,s tttt it 1 iW�4f` 9 ( IOP —a" s„e si Ers r rase H, -i ter 9 unless aN e b --d ,s, in TDD, aN-e p z ,sass. pude 041 u -4 y.vp Toc ttl be 1s1,d,.:,s a D.,,, Eng ,g ( gy E xd, 9, a1 an a..nyTOD nta an- Manuel Martinez, P.E. ac�eK. umm �»�=owa�,baari�V,.d..", 4u,e gleT.�,,,aau �,a;eTOD oermt t Tr d sgne a!-�„�.io��, ,.opt �44�W ) "w u, r fwd y6 w�,n j xi.,s r�tymme H047162 C .Ihs R:mea'l vUc dcq t Ue EbiUsg DPg ,,rfha rw3 k++nat—VZQ,0.MC, l 1a� buW19 mde soil Tamil The appra'a abbe TtOD ar,9 yfif.d—bl ft m,Iodi,b Obn9, stgrrata t°datass~x5rzd ix o,r hO be the rvnpo bs o, .x LM 3uCdutg Des;n G ann Atl,wtes setoN Erie Top snC porch s -d 9wdel—cS it 2u,kfmg C. .. pu:, SS Wyw ttnsLc +HS ij puta hetl bk.TP' ,C SgCR a±erere4e�enced Mr{ e:p vtl Tfiat Cehz,ys tM_ pc aiwWes, es*0 4620 Pa�ew Or a,ue- ru, T ossy s .aerr Eng +rewend ss raen,4ect» a®es ou, uQ x,wryac«.am.;.a sareea ty eaP «, s,e, NW T - ss .:fir �v 40T t-euh;,"0,,s—, T-$Vvt—ern-e. ire ybwm�g: Att St Cloud, FL 34771 N :ap:tak.-ed texm:are as G:hn[-SmYPie Erapyryjhi 4'7115oh iRc: YTrosses—Rct;:odu�+>1 of Sue daEumenk,s, any iorrh is ceceF�ft<4vA@tou(thsl,mq¢n pcm,sswn ct A-tR J?rassss Job Truss Truss Type Qty Ply 48/Mechanical Max Horz 2 = 123(LC 12) Max Uplift A0286714 WRMSCM1560BIL CJ5 Corner Jack 6 1 3 = 122(LC 1) 4-11 -1 1 278(LC 1) 4 = 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_OOXyyT61Bi_TXo 1 jwH HzefvK-p696os4UNH8M hCTwPYVoN6Xkj R3k9RZRrf\NCxCydOxP -1-4-0 4-11-11 1 4-0 4-11-11 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 = 2x4 = 4 = 48/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 4-11-11 -81(LC 12) 2 = -73(LC 12) Max Grav 3 = 122(LC 1) 4-11 -1 1 278(LC 1) 4 = 77(LC 3) 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 0.37 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 FBC2017ITP12014 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 = -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 Y..es9 £ir Th.y ik A.1 F I(J T4083t,$ (TS ELLER p CEt 6.3R 7 E iAa d#O` 6t tpt & cv!m a r'2:fYEFy K71G YiEr' NE's f L Yy a W d d not--tT—Oe.oeoRau` (TQ7)aid ftw?:aaay f 9 to � ) boron, UM - el.—i - d - th TD T Rp -dor plat tad ba us f i TD6 to b z`A :. Dez 0 E g g f _ � +y E .g. eR, R 1 any Tia F nts on Manuel Martinez, P.E. ac dP'.ff'1 7%, :rc4 e3-tmq ae, g po 2tttiiyl i d ip. 61'n pwT e'd Pi -d t, -TDD y oarTPI i T d p: Al b i d)ron u eLiA 1 onh T t udy6 fA fhe r�tX. ,b y ittfie #047162 0— U' Orly _, utt andx ontorJ 8 G gDk`rz g- yp i 31he IRC r lao'boalb N p+ad sd T'ti Tiw ,gyp Sih 3 G ,d r£w',d ftQT Jv�fhae3 rg sWraa to§af ha .db y9hWi Let +a ,rc ilk 4620 Paritllew Dr atti 3 d pt3, iq Y C rrri A(1 t "ei m,t Y.e THLi-entl Rn p 6 dg .d i 3tY a .. ng Cor.W t lelY tni etr 8S'i):yJb Nd byT 15F'GQ - tet ,ed fo goner g W T�ttd "oo,oe n t-li .. m .sl r>n T o s -l.yEp agd tAs..�rea� 1 cs,a, ,mr bjea fret as Ea+m my ty Ipa�as m'.vcaf. Th sre�:ur a r7o ga�nu,,ge,s •o. ,tis�sya; aa;r, t ly tvar.�:sti St Cloud, FL 34771 -eyr!.d,redEartn,;3azs dufxoi ae..i'Kt Crpf+raht 4'211,0 A9ite5�T scs Rc;':^i+pucL a.•Mudb"dum aL,n yf?.Hr v,.r4+S,Y_A uatpoltriR� Neo Ae •xss{on W! 1Fc_i TY455.i: Job Truss Truss Type Qty Ply 39/Mechanical Max Horz LOADING (psf) SPACING- 2-0-0 AO286715 WRMSCM1560BlL CJSA Corner Jack 1 1 TCLL 20.0 J-1 1.25 TC 0.23 Vert(LL) 0.02 4-7 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 15:46:45 2019 Page 1 I D:Id_OOXyyT61Bi_Txo1 jwHHzefvK-HIjU?C578bGD IM26zG01 wK4xdrRjuupa4J FmTeydOxO -1-4-0 4-2-0 1 4-0 4-2-0 2x4 = 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) 4-2-0 39/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 0.23 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(LC 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 Peas k+cao�uJ Y *e+'� iHa "P.-1 FGtJ T41SS Eb { 5-LleW GENZRh!. TERMS -4 C,64M iCN.g C tbT0wR ('euYER-) ACKncrm osmenr f— ry vzsa3rt r €e A taad a an tris s"5esv3 ra y (TOO) w Yne A Sr—itYe s T:ee meetb.f sc urt�ass crr.-- #awa- the TO D. arhr �o eca.,rtertor cls( sra'.t. L=ea ed: the TOD mbe a14 Iua -sz Das�n Eng 6vt £pe Ay en i-6 u'eseat on any T03. tez—ah Manuel Martinez, P.E. .ftinxe g aYo+aib3sty! t.des"ryo. dt Nre vnyi&Try<s da{uIXad cn. Cra TDD i. vndat T3'3 5 Tta dese3n »pta�ns:load�ay Yb :a Sa'xM Axl vss. a€ih T b*a Y$++sdw,.f.++. iha rc-s;wr,s#NY of . 9047182 IIun uvs Mme( tfwv,ze�a9ent t)e$oiYJ'rig Degxt.y, fbew.'xxi Uthe}RD the i$G, beat ba�i;S'm9-0.. 5 ?Fi The e2prtn aittrtr TDD end nyfm+1 vse ei tF T m^Jv<F h-,V.9,sWrs9e -taEdtair. zrxi Wecsiyn xF�dE be IIa rcvpim3:lrl+ti s nea z�r aeam na ac+�3�-ro. realm:. �wnm me TOD a r. a naoerk„ eu ri �11—aens,�yr; a«++i safety tafo:nue (9801)aN'. -iT ,deSclk—� tisert �s ,azrtva Ta to >x> ina yw. wage �a� 4620 ParkView Dr ,datR rme T s Des. $� cy Enr -1 T.. ra—d- raas s,=.a by e c r� a9�cEd „tea rt'—"g by a �a,� � V E tom: i. NOT 0,6 yrs oe v.�•� TM.� srstam E� r.r.. �,r t~, �,», M 81 Cloud, Fl. 34771 '. .. �,�atannsa.e as defiacd �;�fP,.r 0 hte2otan rRcofi-C. -a ad.,c �, mocdwme,+r �, artr'fbizn aefina�a,o€ o,n ene w„ne. Job Truss Truss Type Qty Ply 48/Mechanical Max Horz 1 = 93(LC 12) Max Uplift A0286716 WRMSCM1560BIL CJSC Corner Jack 1 1 1 = 169(LC 1) 2 = 121(LC 1) 3 - 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 TXo1jwHHzefvK-mUHsDX61vuO4wVclWzXGTXd4zEkZdK3kJz?J?5ydOxN 4-7-7 4-7-7 3x4 = 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 FBC20171TPI2014 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. (Ib/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. 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) 1, 2. LOAD CASE(S) Standard iy'. -seE ]fi�Y ita kiN.a('"T^.t3SSkSttiEL'RJ GEf$i24 TEA33S rtQ C?f`al'"1".Xi6GJ TCfi1:.R('BUYEtij �,V.I10igi:Fat MFhi-f ...L fy 6a "u]n par ,d .ad th Demme}. S,av+B{Taj difiz ,.euaPY Erg -erc �, rsar u i _ a3t• tsfPd� 1h rD h �?Js e ao,a wr,--ins r u to asad eaf +a Tao �a rre a r.: a .:' Eag ee y t:. - .. hes 6. me 1 a. r �o .nt_ sn Manuel 047182 , P.E. rh F' m �1 Sana Pa bT,tyI a roam �. >e t,�sseYp�aanwtimTpa PanderTPl t. Trsa�>� pt toet,na st, �In a. arm T td "p-aya alma foe r><ao k yartse- #047182 4in ,F t"s Jft d - rt ll &rid^'fg Ce g z, §z9+e_W t t the iRC; tMrISG ktai bu WnB wd sod T"ii TFra ?Pro'.' i}h Tpa aTd tfWA cs blah T Wtr,tt aJ B SWrxd t $atws•'a d.+M ry 7hzti Le it lar f.'IpY vYMa 9 aessA dG i;..i At t taut tr pL:gndM p h dg ra lrsE}'eJEt $ ng Cp^�pa iSafety4R sU SSroJ-p b dby TP, 59CA 1 eC for ge dB d 'fCltd fi L r pa a? IU tl 4620 Clwd, FLraW 7 e n «d rt uaai<. is,aB,ex dt� fnjsG rata za-+aaan tmgcy lug-iyedTh sra^%W!v � ra`caean��y,�gne.a>aN,>ssrza EB.p.9r r,rtnr.gny:;:tt StGloud,rL34771 '. tv�:.a��_lerms a:a a., daFned:n Tex. Ga�rv]t;j@ZLSv P-4 Raoi7sa pa—ReafrvCsrime.ttn.,do'c-tmmt morry 3naR..prh9itnG rii�o�f thcu^�Yert purmss:3an NF-lSii _i T,asA.s: ' Job Truss Truss Type Qty Ply 48/Mechanical WRMSCM1560B1L CJ5L Corner Jack 2 1 A0286717 b' (loc) I/defl L/d PLATES GRIP Job Reference (optional... �- f Rod trusses, Fort Fierce, Ft- o4kf4n, eeslgnLaitruss.com ttun: 8.21U 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:Id_OOXyyT61Bi_TXo 1 jwHHzefvK-EhrEQt7NgC WxYfBU4h3V?k9D2e23MnJtXdktYXydOxM -1-4-0 4-11-11 1-4-0 4-11-11 I 3x4 = 0 0 N LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers an=required cross bracing be installed during trussaccordance with Stabilizer Installation REACTIONS. (Ib/size) 3 = 122/Mechanical 2 = ' 4-11-11 48/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 0.49 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 WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TP12014 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 an=required cross bracing be installed during trussaccordance with Stabilizer Installation 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(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; 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 � P:easel �tuY e>iew In "--,g ill ES {*SELLEfS"j GENERAL 1ER.6-d CONN loNS'C 610M-' 100 Rr8UYE-,R-)ACKt4VWLEDGMVh3'^.I— r7+ iga rarer t M .ad tc sut ttxsi iavd iiravrn (TvD). hdfhe � : � Ew' Y Eyg ,�fe i" t ne(ore a 81eUlW-cfr 5tatad on ro T o ony AVe m,neaor c��t r na ased f th Tao t� b t a Fa e r ae .Eng germy (,.e. "� >fir E� n, u,e t any TW r e��,.ts an Manuel Martinez, P.E. ecur„ xm s t .g,naem+r2-Wy1,.ah. desyT..1thexml-T,,SsTOD yin iT?tt.Theaea:-< Paa - a,t uUbb1V-J yam T r, -ye a�g L e o &Myoftha #04T1B2 0— Use flra,aa'e uti d.Nyenl t# SviY}mg De yr xtha tioeMxt the RC, Rn 181, W.e SA Wing wde a4 TP(1 The Pp-W...1—TDD a�,d yfwd uEa at th T a�.0 ,�h atny, ffiorg,»VtUt e 4 b-0,9 eW be the +asPvn"24i eY,.th- W rz Desq 0-- 11 tutee set oN tr Too end th pm-0.xa a+sd yusielmes aS tt Eettarg Co�xpon of Salet} irttorzr�s9ca, ;BSC33 Fag si+sa by Tf! of S3CA am inter tw gpne & y xi ce TAi i defrz,es Elio Pcn tu4bes and 4620 Par�ew or dri.- f Yn T Da 5 Spt�04y Engsrzea d T— kimwfite , u Wi altie iw d %—d by:A Gar<trasd sgre:W +z�m rn wsrfr�g Lq 6A Pa 's mvnln d The Syec s'dk E ,{ ee«,a tapT the Ea&b'ng Dp, �„yr a .TruBa Sysbrax Eag.near of airy tre?d,rg: All St Cloud, FL 34771 c C-1—dFenn: a!e as e'�fnc6 in'.i t %Y+FY+'3h1@2UESA ift 7+u.,ses Rs ucf�an rh ihn dotumaM,¢t any faer, is FraF.9+ix4 amPtovt N4 wnlf.¢e pemusston cA f -I P.xf Truss s:.. Job Truss Truss Type Qty Ply (loc) WRMSCM1560BIL CA Corner Jack 1 1 A0286718 Vert(LL) 0.07 4-7 >897 360 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 15:46:47 2019 Page 1 I D:Id_OOXyyT61Bi_TXo 1 jwHHzefvK-EhrEQt7NgCWxYfBU4h3V?k9D1e2kMnJtXd ktYXydOxM 1 4-0 5-8-0 I 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 4-7 >897 360 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 FBC2017ITP12014 Matrix -MP 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, in 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 (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. 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 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 T N M PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 10% Ywase lnxn grHY --itm {3 h1 AV() Y4lS5Uk6,s vILEA'7 EI S 72- AOS d Cpffi i CfiSS'G r,hd.. bp b ..d f vt1 OO b At . f i ry di r �d d k ib - Das9 i] zvE a t U�$. d ffie SaRyE g fe. w thst: lnlFss aih ta(=d" rt* 73D �rPi a �niwtor plat be us df i t�R Sib d- Derr; E.99( .--f a�1X Ertg r+, il+e 1 fT�3 _nis ars M811IIat MaiitlQZ, iS.(:. eece c"lh V e_ al v,y n A bl{tyj f d cTflt 4UT _ Cetlwt den She TDD i dor.TPI i Trued gdae pl batm- dmo " u?.Yxbty de:eof{hy3 i ; yS Ixd galp@rte s7rtiiyorti,e#047182 Yhr !h. 0 ei ISO W Ibinid q J dP11 ThU 2V 'a ft5 TDD ana ngt"wal v__iilM T 4 xr' :de,rh di 9 ai�Raia t 3 k �a dEva y Fv"iE bell �cvs aM3 C iRi? 9B uCo 1. RU t t ei U TDO endM p 6 d9 'd �>�-'�1 tt 3 rgCanpo s0 n�2stLar,td mrm.; a;oe >3,aaaurnesa v;.aaspi3rE a a»:dan�ie:i zuseara sauer Ioryra �c..+ _R mn.K,a' u ond z. me.d. bdYa'.cau Lb i tai * t«=(ety ln( naL BS):.pU hed by TPi: fs CA f a4fo ne d'y d ..�s�:sTPyataimdiH=�e�+ieer nt pcrtw_d1,4�ra,. 'dn 4620 Parhiew Or wWd T-siaip ywr n. .mfrmsXSt Cloud, FL 34777 Job Truss Truss Type Qty Ply 20.0 WRMSCM1560B1L GE01 Monopitch Supported Gable 1 1 A0286719 V BC 0.03 BCLL 0.0 * Rep Stress Incr Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design(o7altruss.com 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?RWeo9pmhe0akYyiU E2Uj5EZOmHUQ4zydOxL 2-8-0 2-8-0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 10.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 * Rep Stress Incr YES WB 0.00 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 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. 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) 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. 1.5x3 II DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a 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 Weight: 9 Ib FT = 10% j� Pwaso t' mghy ntii5xe ih `A -t ROIX, TRUIMEE(F. t W§ ENER ,.tE MS aad.CONOtTIONS Ci.6'Tf MER {`aEbYEn'):S:Kt1i5'vlR: D�'MENT"tomr 6 fy 5evynp t rA e d iris ie frxwrp(Mr)x dfhe !I l 5nr,;aa' Hy ENS aer rzf¢ cJreellsPfvm ssu t+ni�ss a8 terse stated en"T^D 4 A'}ma cennv , FI f sFai t used f rtha TOO t be W, A3 a 3russ DEsigi Eng 9 ($..£,R aY E 6�aeri Ne t RY T'3� reF an Manuel Ma ffnez, P.E. �. ' --pt ce at the Prete al e*ig nee: ng+esporaJzl i' for W s1e',. +ti'tM1 a�gte T K Uepctetl an M» TOD e, -W TP1 S. T1, ftg. ,lee, bai rv,3 con3dwns.: avt bl tF rni 0 tfi T is -y elxl? xs # 047182 Oa^re; the O—W. . Jx dagent N 6 tdmo ig "l,'the. ioM el ri ee RSC 7 IBC, W.1 b0.4 ..g teles TPIA 11,leq{x of rt. TDD ,d -y field 1. til th Try meWt,4hsnd:Mg,. Mo -2., m t Yatwn e4 txaa,y ha te Uerasw^sArii#'t sstm_5uaans t)g9re rmw ees. AR It,, let 1W41tee TODadme rel— wdg-fet, c u,e Eakin saleryT td—tt- temuNte—d 4620 ParkVlew or w! [the Tues D� �, &PB'.'isl Y E gmeer a; �„ laa�rt t„ . �+as4r,a�.,�a ds,4d bvs c 1 S aaa.m>A �a,s cY n atm m+ ed Tha s'.ak er+e>n w t7Dr ,�a est?,�ne•a,asasysce„z s,g ;rw er>3„y waa; T.k St Cloud, FL 34771 tAAtziEsdtenns3�e ae CabxC ml"f'3 E. S%apyn�hi4`2l i'aA 1Rmf'6,asses-Rwl.'t.:uc4o+c'.8st5dPCumeni naiLv thin is uvct.,Niad ri9L',oslC,e rmKea pctrugszon ai alfiAcd 7msv3s. Job Truss Truss Type Qty Ply in WRMSCM1560BIL HR Diagonal Hip Girder 3 1 A0286720 TC 0.59 Vert(LL) -0.05 6-7 >999 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 I ID:Id_OOXyyT6IBi_ 1-7-4 18 2018 MiTek Industries, Inc. Mon Sep 16 15:46:49 2019 3x4 = 1.5x4 11 3x4 LOADING (ps17 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.05 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 FBC2017/TPI2014 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 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 = 159/Mechanical 2 = 442/0-10-6 (min. 0-1-8) 5 = 274/Mechanical Max Horz 2 = 182(LC 4) Max Uplift 4 = -107(LC 4) 2 = -180(LC 4) 5 = -64(LC 8) 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=-734/174, 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 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) k 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 Qt=lb) 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 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 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 12 Ib down and 40 Ib up at 1-4-9, 12 Ib down and 40 Ib up at 1-4-9,16 lb 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 (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) PLATES GRIP MT20 244/190 Weight: 43 Ib FT = 10% P ..sa 'y+Vif]tuY P ,a-1 NCSi1i'72i1,S hto(ti£LENjG r6fiR 7E luta ard.CG`.D!'dKS f.UaYfX1 Rr6ti7ER'}..GvrlOiM1'LFIX MPLI farnL 'tY dasu3 d d N its-,— SSsvg )aa ScU9, and tha waa�fyEg efa sh tia#3 L UI_s elt'asr°-tPd1h al to am/TDD __near, Manuel Martinez, P.E. eG ih 1 c£ el .q q Po.vbify.l ! tl it^orth tm kirassdp� l nt!zeTDD i derTP71 Tt.Cd wAr.a P7 i 3'e+g 3Jw v-etn4lfb ly of{hs f _ y6 d 3 7hK w S +.the #047182 Orn t -a ClrmeY'ti d .ent 'J a IJ HF 'g i fF' -t»M t th 9RC, 1ht+18G tc iba_Li B d &+i6 i"! t TYw �p(pv uS to T3Je. d yf Nvse oTit, T»f n.. uS /k dt B �B± 3 t tdt ne.d ry aFtaii {jai yert,iny a'i Lh W D sp 4 dC ,i fJ1 t . Y WOandLn p*n o dg FJ L yt EF 3 kc gCa.'P- tSal lS fns ,W f85vi}g b Sn_d by TEr<. fid S9Cp f tote Pe 3 d - ?Fifa f, tie Po .�i r, -d A620 Parkview Dr -3A tih nF ,D '& S e. al,p E: nesr'ancf tienvfadtu i aUisr dei 6Y:'G trect sg '.d'+taan -ingL 1Ryt' nvu?ved T SPres!.t rJd+ M1 6vBxn Ci Y° +�n'e.e -i�r.� SI CIOn(i, FL 3d T71 g, ,ire 3nre_S tmEng f f ., by - d -:ap;-4x:d.aems 5:a.,da6nc627PF5 GPY3MQ2016Ai32r.>iT .. r. Re..ic.0uc"m t.. iiia dow at.m..nyio,rr. is Ft��"92Fd wtyl+�.+l tfigknlfen {5,e ssiooMki Ro-f{tsss_s. Job Truss Truss Type Qty Ply in WRMSCM156061L HRA Diagonal Hip Girder 1 1 A0286721 ' TC 0.63 Vert(LL) -0.05 6-7 Job Reference o tional A-1 Root 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 15:46:50 2019 Page 1 I D:ld_OOXyyT6i Bi_TXo1 jwH HzefvK-eG W N2v9Fz7u W P7w3lpcCdN nh 1 s 1 TZ2VJ EbzXBsydOxJ V0-10 4-7-4 9-10-1 0-10 4-7-4 5-2-13 3x4 = 1.5x4 11 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 0.63 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=-288/720, 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=1b) 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 Ib 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 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, 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=-14(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) please +u7t*Y - Uw A -1R tfi TRl.55kSi ST•RIER ,, GEt15RA TES3R5 an3CG'tbliiCNdfi G+Jfi.7f#g R{'$1YEliy.X'KftGWi.FDG'�EEfi1 f . � yEesgn pawn ; rM rnsd wa x»ihisT 6a gn Rrawm}(TOD) Ynt r„-.Pcero ans ze sn ! r�,�, ums�s ane spa a, r� Tco, cnna c�,aar xiases sr u na used e to rc[i i to a. ,.s a T aesnens f e. sae aar e�pu �} ee seat �.:zny TDcs reser. -ne .r, Manuel Martinez, P.E. xm sN.:e 'o—mg—bo-'b r lo,o'.d-4, ith.—gi.7—deuxzeaspmeTOD r > 'Tpl r Traae"4 euMN ,'��f �htv i mafm r lo�,rsuea�e=�� —,o s�mufine #047182 c the Urmeta ut on -d ag—t J,e 6.04 a fh 3 - mitre-bA ar lbo RC. iee W, brat baramy oode d Toll. Thss?F ' d M. TOD a7d Yr✓.rh] v .11b 1—' .,�a�,d nend3ny, + bl a' v aha b l —To -4.,$y c�» scw 'Delia e.— coni- FSf 1r<ife9.S,t—hn me TOO —mew -b.5 ,a swxu of u,1 Eo ,+..g c«:ro«+ SbIlts inro�au (SScb cla shed by TP, o sBc.r s..s,ureres�a m. aene•x pwo—m. 1— aenn�s me —bbo �.wm end 4620 Park�4ew or cs,xtal<zed tennssre as deh 6nTF3 4Cob3 2USu A i Roof Trisses� REnietluG GF,s dYaw me P aPe^ Y•ANlvC svt?. ro>rt Eitwmba porn s�smn1�ssssf 'OT HWk;— 6".. E 9'n�'er of am/ Nt-+d,. -g: �Lil. St Cloud, Ft 34771 Yh% Job Truss Truss Type Qty Ply in floc) I/defl L/d PLATES GRIP TCLL 20.0 A0286722 WRMSCM1560BIL HRL Diagonal Hip Girder 1 1 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 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 15:46:51 2019 Page 1 I D:ld_OOXyyT61Bi_TXo1jwH HzefvK-6S41G FAtjRON 1 HVGJ W 7RAaKsOFObIV6TSFi4h IydOxl -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- 159/Mechanical 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.11 6-7 >999 360 MT20 244/190 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 FBC2017ITP12014 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 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 (jt=lb) 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) J� P'asxS ]hY 6. W .-i Roo T'usspF ea LEh'1 EtimAL ivwr as r- r4Di"MS eUSTO R.(°AU'IER-) Cvtioih'l:EGCME!^tarn! Nf of P. -W... d_ d ih J tJe 9n 1]awa 0001 a -d iht J};FyE g r,. le t3� ibsfipra s¢ {31 atF sbiPd ih T"D cNyN W e^tor,.ls[ fsH bz asedf 16 F DSa 1sa d R,.a D �y.-E g g{ „¢ tyE.g '�} Ih 1 m/33^✓ F la an Manuel Martinez, P.E. Lam; cey. sd ih yoFe s3 ervy n 4 ➢�' bly! S d na lfi At4 Tne-SA pia a'�e TpDo;r vn3crTPi i Tr d - ias }+ i ai'ag art DIRt 3 tih T i iy6 J abltut re -pa +b+'y niitje #047182 Chn Fa prine7s tt dap 1 t iv lJ SC g ,ue9hati➢n' I the 7kG thv 180 brat LWd'y ubde inv3".G N 6f'H Wig 9h e -0b- ;vhiN be 4620 Par�ew Dr dC A� t -.set N ire TDO r 'ail a" d9'�d bees �S tYg3 Y,ng Carlp;n ISeFet}int L {,8S ijy iz -G by.Tpfe fi C�. 1 ed fo g'n 5'q d Le T !14 fi 2'te pc abiGN and T a s e.+alyE p era?;dY beraan�r v i au,ea. dei EeSy',c rtes -lee �d n�.-',k ty Ips �e� Tn s :r+it racy n eeu„,s.n;,-� tipsy; 6 rgr t?rg_Idi_ a+i StCloud, Fl. 347/1 -tc(i:cLadtertnsa¢wdahrrc9,�T?x. CCQytyEitC2at6P.i32o53T es Rc.,,-uEu�M c[;hts aa2,umcnt.n anyte;m, .CraFak4dtro.3f Nc wnMxppc on.tR�:ifi'o.f7rassss:. Job Truss Truss Type Qty Ply (loc) WRMSCM1560B1L J7 Jack -Open 9 1 A0286723 Vert(LL) 0.17 4-7 >478 360 TCDL 10.0 Job Reference (option 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 15:46:52 2019 Page 1 ID:Id_0OXyyT61Bi_TXo ljwH HzefvK-aee7TbAW Uk8EeQ4StEegiosz?fi812YchvSeDkydOxH 1-4-0 7-0-0 1 4-0 7-0-0 I 3x4 = LOADING(psf)SPACING- 178/Mechanical 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 4-7 >478 360 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 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.lMax. 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 ;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 M W O 19 A M Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 10% J� a»9fmmu3h.Y 'iewM A -t RCX: rRt.55Eh(Sv LER"} GENER4 TERMS -d CbUMT, 1f 45 diffVOM Rr6k! C. )S,KN6i'it DCMEldi"tazm 2 try sin pa r:d aad m >H's.T LFevy Aha (TOM, the fl icis*y Erg t €heel Mkre . Unle_s c3he stat=d a A T^D, cKry ASyi crsttfur Flate3 eT ay k sM f fhe T9©7 ba sTd; Rs a T An:Erg rzg r $ iy En3',se) th ai on a}�y T4E? Y esPn snce cd iliac ae> a, �a5m.mQ a;,.. any f«1�d-ig,.r fhe¢mcte Tr.,�wpra son t"-TODa.,. �n TPI,1, c ftsgf.>on, Manuel Martinez: P.E. r,a>:€TS.asa,dr,+ga�.,€o.aaea�w' -"a r s .av>�uru, T s+cia,ys�am€r»r�-co aarrnf�,e. #047182 r±a Derma .mt.wAeA I— 9RG, ata IeC. k,ta WldmycWe � TP1t. TM appr� 1. fihe 3O6 arra any(xbd a ui Yn T-- Wd+nyh.d€u,y, tl spcmx [Ay :rl. Cw_ Siri.dtrrp Deng a and Gon rax r, Ra rwSes aet ovt xn ixe FCtG arW CM Yrac4ces and gv,3ehrxp ad tY 8uMxng Cax.'a»n:<n1 SxletY infennsfrai;SS.i} Pattie?tad by.TPt a SaCA a•e refarerse:F lar genera' 5wdanoe. T-1 d.—the rasppnsr Uties, anal 4620 Pa�ew Dr € f!ha Tp tx y 6r mhy E-pi—� Trays �d� f_ ieea rn,_ ,ed M by a ca,a, d a ,,d pan m,�€ma�+� s er A p>•:otaed T� 5p_c Ay n5 a NOT t1w xana ae:D-g-r w Tars sratdm E,, NI Sl Cloud, FL 34771 -:ap::drsd temms are as d PE dm'.T'r Capyes3ht@2016A 9ft.Vf.sses—R�u.M- sd thtsdaCvmani, —Y.a'_V,2_d P-1- Job Truss Truss TypeQty 349/0-7-10 (min.0-1-8) Ply 159/Mechanical WRMSCM1560BIL J7L Jack -Open 5 1 A0286724 DEFL. in (loc) I/defi L/d PLATES GRIP Job Reference o tional s H-, rcoor i russe5, For[ Rarce, FL 34946, eeslgn@aliruss.com Run: 8.21U 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_TXo1jwHHzefvK-2rCVhxB8F2G5GafeRx9vF?PD 133wmTsmwzBBlBydOxG -1-4-0 , 3-4-0 7-0-0 1-4-0 3-4-0 4x4 = 7-0-0 7-0-0 3x4 = Plate Offsets (X,Y)-- [2:0-1-0,Edge] 2 = 349/0-7-10 (min.0-1-8) 6 = 159/Mechanical Max Horz LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 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 (jt=1b) 2=134, 6=125. LOAD CASE(S) Standard tie sn..e IR h -f Q TRl,S$E jR �lE{�) CEY1£.R i'E D. dR—. iDttG 6J TtlM1! k('t7J lk^"j.-AYffGM1`lEtFMe'v fum:4 Ty f<+vrj r ,3 d Y its's'fr iM d` ssr tSppj ttl fhe Y 5Pe aiyE1,91-1 re s:•t+eHtRi• U I 3h .H ta d' !h iD gAi edorPW ais di ih TDIS;obe d FsaT Des E g 6r2 SfyE g r7 ttm i yt<'+�re� $ c ManuelMarUnez,P.E. ee..:;aia� th rt1 .g +'g P lrt yiP. a gn -gin 'ieT a�„.a aTDD Y pi t Trad "e. W !o$--ima dron u,ut worm r i .n'a � qts theme s>b Ny atth? it 047182 Ort .F G.merti uti d ].N 9 B Yi 84 4 tFe ritM- tcP the f(.t`;Uw lsG btdt it yid AcoJ xiC TPiS Ths JP., SN, TD3 ,a yfwk7 ti6M T dn,(h 5 Y's"t J a t.Gn. x: dFrro *s Fv�ba ih rY Yb'r' .xlhy. 30 '.1 Ab t -efxM 6t DD dtb Pnab dq id .T 1tt' $ Y' 901-� tiet} nro raet 5fi. ):7 b h dbY TNe AS GA i ed for Rtne.SS a T Eta fi dere Fa u'afiN a d 4820 Para"ew Dr ad""� Et D 9 & elYE»g andT i{ .vlac:, 1 cih' .b ed by§G i�x9 es�reztl Wa rbng Ly ajl4 a "';cdTh Spec 4 faG iie Beilang Deng os miss SYst. EH.f-.aY 4S mh di3 .PA St Cloud, PL 34771 -Ga^�'afi,-.ed t..tPiTa,R a+definetlel7P e r Py,>�teanta P.3 Rcsi'[re+sf~ RcMapw`pi .ih�sAocyment„in arty io:,,t: is Pmhb Yd u%,tno�t tM1e aril:eft {jormus.Pn,sd R -t ra.43n,sse?.. Job Truss Truss Type Qty Ply 7-0-0 4-4-6 WRMSCM1560B1L HT Jack -Open 6 1 A0286725 4 = -105(LC 12) 2 = -78(LC 12) 5 = Job Reference (optional) A-1 Root I russes, 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 15:46:54 2019 Page 1 ID:ld_OOXyyT61Bi_TXo1jwHHzefvK-X1 mtuHCmOMOxukEr_fh8nDyRfTSJVy2v8DxkldydOxF -1-0 1-10-8 ,2-7-10, 7-0-0 1140 1-10-8 0-9-2 4-4 -6 1 3x4 = 1.5x4 II O T O Dead Load Defl. = 1/8 in LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 166/Mechanical 2 = 1-10-82-7-10 1-10-8 0-9-2 5 = 7-0-0 4-4-6 Max Horz 2 = Plate Offsets (X,Y)-- (3:0-1-3,0-2-141 4 = -105(LC 12) 2 = -78(LC 12) 5 = -7(LC 12) LOADING(psf) SPACING- 2-0-0 CSI. 2 = DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.22 6 >384 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.23 6 >359 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MR Weight: 27 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (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; 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) 2, 5 except (jt=1b) 4=105. LOAD CASE(S) Standard Ptea»» uv,rou}h.y raYww iM k-1 R.. Y ue ES (SEtlE3i^j GENERGE TE MS .d C.'Mo g 6 CuSTMR {° yqn CKr afft.F 'G ME -hi I- L ,ty d»s Jn r.—w— d »ad R3 ih» T o R a g((Mo) -dm ..;a»t[a9y Ettg mf» shoes fx3io U'6_ clherme -to — ft TDD sy ft rn, ., al f shw t used t ih T D 3 6ea14dA.a a T Dors ' E �.. ne �e s . €s EN Eng > u,- i oo—I, am Manuel Martinez, P.E. uwth spa w .q,a. sea vx�t+:ny:ro*W e—IRC,, c, daan i r�t>-dTP Th. ppTPn Trea-sri-a,msW.ghasv i»agwm T r, �ystia�hfn�, air»tma #047162 -Lhr.,a>. iho `JWn»ia uihn., J t C:e&okisrz6r+as:9 r,eTrio MM cr the IRC, lhuie OD ira�firg aw4a-snd TT'15. Thrs xv�+A �wiAV TDD sia erry sr,Wo o1 N, T a n .,;r:T4 Sat+6?:•+B. .J.,mstaJahon e+'rl YrearSl ehaG Lsu sr+t'ns31t(v ..rti� ��a� Des��a. ana eo.:i.asxo. au rnxe:.aef an,n ire Trio ead me vre=n:a> a,,d eNaeu,sesa; sirs E»xyiat ca�,.xm snfpiy Jnr«, tsscE3.rw:ar,»d er rr, and Foca. are iaiErei.�ea toi �:.�.e. sruaanx. aF•e-f eenn»�.. ine resr�,+.w,�,ms �+.a 4620 Parkview Or bvtw f the T.usa Desy, &a -.aitq E 9iroear Tnas hiamriactu i as others dela+ i t'Y GaM1I .i xE <ipon rn w:1sg 3 a>i P»'!wa myW.vad, Tha SPe ..: `t} ,3 r;_PT Nm 6uiL.un9 t>ea�ne• o+Trvss SYstam En9s,e..ar or any by Y.king: A" Si Cloud, FL 34771 -:ap;53¢�dimns xe a., dvTfine... a9'FF eK�opvt4,'+`aE�2il4GA iiZs-^.f3"e�ssos—R€rF'9byct,9nc!Ntis�<:m»l,ma�ty tom}. es prtA�laE �LnwftRe mtteR peiauss?an sat F -i fw.f 7�Ns5es: Job Truss Truss Type Qty Ply in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL A0286726 WRMSCM1560BIL T06 Common 4 1 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 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 15:46:55 2019 Page 1 I D: id_OOXyyT618i—TXo 1jwHHzefvK-?DJG6cDOnfWoVuo1 YMCNKQUeytotEOv2Ntg Ig3ydOxE -1-4-0 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 i-24 1-4-0 4x8 = 6.00 12 1.5x4 11 3x8 = 1.5x4 11 3x8 = 1-2-4 9.0-0 1-0-8 7-9-12 7-11-8 1-01-0 8 6-7-8 0-1112 LOADING (psf) SPACING- 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/TPI2014 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. 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. Il; 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 Qt=1b) 10=194, 9=129. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 69 Ib FT = 10% 7reas th shy Nsa A.t S:Gb i L'S E5 -'.z LE3i"1 '�ENER4 7<=,.M1tBeard GCP Gt -GtiS Cil T6M fir'9JYETvy.aCv,JJGiM1t G 4tE4'i"farsa 1 ty t7.- ut nar t ^d :M to Nis "' rJes�)au< (SU3) nd>h syea 'ryes ,ie st,'riRto ua�t cr sa.a,lh TCG crrys hnaam Nd eat„ —d Ix to T,10 to td D.10 E.9,1 -9f ty E^s n4, t —y TOO +s n Manuel Martinez, P.E. oc ayen th a e d sae x,—b, yn in d -d. u, g4a T,�Ezd c d�cnxia TD'3 p de..'rrt Trxd r1 + ea ne �„ rxir tv ann T fn -.s r6 601,h", k, (er-auen �'ri f>ha #047182 'QngY th Qmrty' .zU- M. t tl26 YJhg Ue T' zn 1' mfext t4I �p (t�ieG W a1L W gc>de s-dTyt i Ttw a✓Arr. stili T3D n3 yf 4)vse o. itgT eS FW On g mor d t h .SIL ar„ htli Let W^ x X 4620 P3fi(VeW (1( ^,.%Uw t3 ? Des R S C iRxY CAt f e} of ire TGO_$nd M y 6 d g C 1 - '.ri It Lvng ConpGt t Sat iY Int ai SSCIj V ..h d by Tie /' SBCj� "'ref ,ed is e'en r3 S tl 1 9 d M1 i„ P (d• `ttl .;d ttsa 9D c s zy pnaerat%d grtehwa«o r mn h, tysc aaaa+w .t�,gcy ioa« .'{ as Th sra�e�3 s{ap, t=, a n:,g.a arfl.}n<sssyah B.g.geer tero,.gFa.; ,fin St Cloud, FL 34771 <alk..PiIh nn4. 0sw'd�fin 1.ah,TY,i CaeYr76a'41=AtTmf, I Rc herluG' e, Mtsila'o m �[.nahfiS'm.0 Es'cF.'bihzd aiin YU�umemri Pmrs3,nn afYTl'P.arTw¢srst: Job Truss Truss Type Qty Ply floc) WRMSCM1560BlL TO6A Common 1 1 AO286727 TC 0.19 Vert(LL) 0.09 7-8 >900 360 Job Reference (optional) A-1 Root 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 15:46:56 2019 Page 1 ID:id OOXyyT61Bi_TXo1jwHHzefvK-TPteJyEOYzef72ND64jetelgSG8Kzr8CcXQrMVydOxD 1-2-4 , 4-6.0 7-9-12 9-0-0 , 1-2-4 3-3-12 3-3-12 1-2-4 4x8 = 6.00 12 1.5x4 II 3x8 = 1.5x4 II 3x8 = 1-2-4 9-0-0 1-0-8 ii 7-9-12 7-11-8 .0-8 6.7.8 0-1j12 m m N LOADING(psf)SPACING- 322/0-3-8 (min. 0-1-8) 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.09 7-8 >900 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 7 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS Weight: 65 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) 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. 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=1b) 7=155. LOAD CASE(S) Standard Pfeese if�arqughy a'vww me•An ROOF TAUSSESCSEUELY"), GENER4E IERMS-A:CONtATIGNe CJJSTGAt-R. rauVER1 ACKNC IF1 SMENT-f— fy 9 rar d axd hxsm tt:rsi Cast' Dra g fD?}asd th %r s„*.:y Ery W, fh # tiro UM.- ass. -ted a. #n TDD, -1y A p- �n ., OW_ sr # bE �sr:a # — Tipp Y b. 4Asa aa� c Eng ns G e, sx #y e et 0',.-f - �..y TMS re>ue�ns; - Manuel Ma#Gnez, P.E. A stews ea or#n fxaie m.gnae, g—.Iali;grf s ¢dasfgn Dei#,—916T�ilaw�loo .Tris .r.un tYPt t Tr des+gn pi :s tdo —g d'#�«�.>usah�W � Jvs oftn T fo+�,Ys.ru mq, i�a�rar,", ofine #047182 trrr�,er. U'a 0 ?'S .,U' ,d aa' _t _t'a B ininB D'ss.g r, mlfk4 pmWm'g#. A0 fie 16o' icwt i jdm,g dem MA Thw �pm�. l o4 700 a 4 nrfw.JJ use tis #ne T . m:..wd�v hwdtmq. a#orn # lata4mt o ' -j sha& to msf+r'i 144 e,e soca ,ioe gnorsme cohf «an naea.sa#owmsre Tori. end meurscar _d gvdeusws af#ras der: -ng c«.rro«rent so#E#s l„ronr,are.;ssrai.+#�u�ao-ri.ena sscne.�e rere ence:z re: gene azrr,,.:aa�c�: x.�-t aetir.es #:,o Rsa=n x,:wos. and 4620 Parkview Or deo f t},e Trssas Deng erxeaeky Engineer am}Trusa Man;Aactss Less ctF,e.?ur aefx,zd by a C_= rttrc,^,t s9+ead+ m u^$mj Ly petres mmived The Spec:a'kY Tee. ra t#OT ere flw1&s� Dea:gnar w Lrziss ey^�#am Er�g�. -neer of any bu'Alrsg: Fli Sr Cloud, FL 34771 cap".a4.za t€mks are asr_firdad':TAs#4xppv3Rt 020W A f Roof Tvussea-RcxeoduC C1fts aaEpment, M any 1—a rcrefiewfxQ vri[rto-rf the wni:agparmaxionelLtRr„fTaesses:.- Job Truss Truss Type Qty Ply LOADING (psf) WRMSCM1560BIL TO6SGE Common Structural Gable 1 1 A0286728 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 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 15:46:57 2019 Page 1 ID:ld_OOXyyT61Bi TXoljwHHzefvK-xcROWIEeJHmWICyPgnErPra_SgULilOLr89PuyydOxC -1 4-0 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 T 4x8 = 6.00 f 12 3x8 = 3x8 = 1-2-4 9-0.0 1-0-8 �_ 7-9-12 7-11-8 , 1-0-8 6-7-8 D- -1f 22 Plate Offsets (X,Y)-- [4:0-2-0.0-0-41, [5:0-0-0.0-0-01, [6:0-0-0.0-0-01, [18:0-1-15 0-0-121 18:0-1-15,0-0-12 9 = 415/0-3-8 (min. 0-1-8) 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 0.24 Vert(LL) 0.09 9-10 >915 360 MT20 244/190 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 Weight: 84 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) 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. 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) 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=1b) 10=194, 9=129. LOAD CASE(S) Standard j� PEpasn fh ➢hy AA A-1 ii. F i -,LS ES{ -b:. Z h`} N Hay TE M8adL6'f7i iDR6 CJ iD31 Rr'BUfE) GVNCY✓r2EDr'41E rf -ax.6 (ye g par +d tl t thT x7e t1 xv jiDJj.. ndihz- 1i\ �peda*yE g :de sh¢¢it fore U I sa;Mr�i tatrd Lr+ T^D tySJ acannedorrlaf Meas=tlf fh TOO f. b. akd Desym:En9 .g C- S, +fyE g a.th 1 ZTOD L --pari Manuel Martinez, P.E. f ` \ to pros." ar+a�s o �ao.ety:t t d astn r�T>• w_w,.�candr,iwrao y asTelS nuc �,' a ri + ��w�dno„a; r ITv t or4n r r :rs d s �+N�po #047182 ea YHn Ih Grmee�i ult ,d d t H 8 I .A9:0 .gr irtihe:wM r Mn 1RG VIE lcrai &.7N grrJ d'Rl t The 2P. a !K iJD end Ifv,:,d -Ih T t.t.ir h 31 Y Slo3 Vt3 M etd Sia 3 hal: fie it rYapa 'I{ �?� tm- +Pavy D g 1 G1 .f A f s f wR irf C Ltuntl t6 pre -h e.' tl g +3 I s!Y 3 ,ang Conpo t S 1 IY irtta eL ;aauj puro ed 6y T?l.a C Ch f .od {orjjene a: g d -.i t f A h t p afid 4620 Parew Dr +t:+l fs -D 0 Sa aty£ g r'andT 6ianatai2aie 1 Mhe?r 4- 6y e'o i aea Mvpa tr' Sfy Ipa2 s 4d Th 'p -'A' 3 t4 (he8 rY,¢ngD: mTrva_:SysS x£�g. eer of yW�d, ny .0 St Cloud, FL 34771 -tvp.^.a1,�3lerma a -o a., Cefinu a57Ri Caignyfii `Q' O'nA%Rmf?ru ses Rc;-voCyc:M e. iry,s daLume �, ala yioirc Sprtb,Yil - f v,G vmYac pcmisstofiU 4, R&f nm-' Job Truss Truss Type Qty Ply in floc) WRMSCM1560B1L T07 Common Supported Gable 1 1 A0286729 TC 0.07 Vert(LL) n/a n/a 999 Job Reference o tional H --t Koot i russes, Fort Fierce, hL 34546, oesignLaltruss.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_0OXyyT61 Bi_TXo1 jwHHzefvK-Po?OkeFG4auN MLXcD U14y36Bo4vDRl FV3rvyROydOxB 3-8-14 7-5-12 3.6-14 8 6.00 12 4x4 = 1.5x4 II 3 1.5x4 II 10 9 8 7 6 1.5x4 II 3x8 = 1.5x4 11 1.5x4 11 1.5x4 II N N 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 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL10.0 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 FBC2017ITP12014 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 Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ciuide. 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 }'�it..ss» tr anw]My is the `F-1 Rte£ T Us6Et' i'SeE LFR"}GENERA: It -A" -d CONI) MS GsfSTGM R (TUyER-) ACKfJUWLEC MENT :form ffa ie g. px M -4 r¢aC 9r ar iRfs i r g D— B (TOD) d u" -sE� ,aa tae* La�ssar mvd.+m TDD�r,asar,ea,::,oa�xwiar� raEip vsrJtxbfi T.4'iabe md.. eT 6e�aenB rmBtcsaeoxaye.gtAee.,ux r yTGDrer. apat= Manuel Martinez, P.E. h a'ih i. t„e .,nel en9uteelin„ ai�or-,drARy kz fne design, ai ih v,„ T*."d 00tod on the Ti`D f A, TIDI-L Thrt ds " esspnpt: bei d'fi Z v., W'f -I thyT zsimmy 6s,dm, rs ine a -r bima # 047182 4Qrc . CNe CM etx."If,--d n *, nate 4N fY iGO:sr+d the Prss'4tex: 3M61SG, k,caf bi,�l3mN mdm end APFY 7htl apPi+vat itfie TDD d r. fr: V.wM_*.I r.3 LMx i'3C Y g='kl — of to T .wJi ,r hSnd3 B. urea -3 YaN: {u, ". t ++M[m^S�riRY tit Ne 5v r- Deslg 2-,a Coni antl gvxt d Ln . C i— rt Coe„px 5 Satet}.�b,a M' ban (BSY..3).pvb t 0, T{'3 E *9 c, . RW naeq N s+g d 6"t. d M1 t ports' 4N s, snd 4620 Par�ew Dr . Y,a85 rw mil r ffta s. D 6se Ml -i C.P), er:.#. RiI R -1T less oNern se a� "bY:a Gonh i.eg*i'xd . i5 .x±'++g try aid Pa.bes ant The 0 a� t Y ^gmee� �s rIGT tos 6wi5jpy_'Jes�9raa, a•• Tn,ss. System E d'ntier of a,*Y W :drc+x: AU $1 D�011d, r� 34771 t€Irl-i�sBS,.rmsxte as 3s4ncE xy.FFrl 6apr��r+t,E`217]9A iRoo3 Tmssos R�tsucfsan rS this a4Gumeb[nany t-. i5 Crch.trR--C»#wvt&aW+�ttan Pormusmn WA-tR�'(7rysses:.. Job Truss I Truss Type Qty PIy I/def] L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 AO286730 WRMSCM1560BlL VM08 Valley 1 1 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr Job Reference (optional) 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 15:46:58 2019 Page 1 ID:Id_OOXyyT61Bi_TXo1jwHHzefvK-Po?OkeFG4auNMLXcDU14y364R4sCRm1 V3rvyROydOxB 4-0-0 6-0-0 4-0-0 Y a 0 3x4 = 3x4 = 3 4 2x4 1.5x4 II 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) n/a - n/a 999 TCDL10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -R 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 Herz 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 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. 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) 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 PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 10% j� W a;p fr ]hh' is th A t Rofx 7 Osses ('FECLrR } t hk 'fFRtAs aM1:G0'xGM17 C'iB:G 1 7GM R {°B YlE^"}.S.f2taiM1"S:ED MENS fma: i ty 5av)3..fa fe d ?ad i ttitR h Dasv� Y` STUD}. d the f77 .q¢aaryEM r.'`. h it_foteL i} Ius'sctty- ri sd_ IR TJD f(.h edory,ta! t 9bebs df Lh T D3aba dAil 7 D E 9 9f re f`XE.g},t I ofTD>�atl ManuslMaAinez,P.E. #047182 -0s^ the 3:me7x8 J,G d �. n1 fie B L3 g:Dn 9 5cthe'wtM Ie9 L5 fYiC'RwIBC Wca1 Gc..ldr&Yale s':+tl R't}7rw Vi'r✓: a'4.IihC Ys±Jara1 Yf.Sl vSe tiSih 7 ild dl v+ 4 In,.rte stuAt a..1 Wa ryxhatl Ye tt 1�'n7.,�ilitf .a!L ?p,M ry D":. ig e[rtG � A( t 5 I d � TDDsnd'� pre^hce- p tl9 ..�I t.t B La.ny Cam pt $etety lniot! U BSCi}pllb h dby Tr'Y .3 Gh . f vu„^tot.T,Hi u.'g d 7F'ttd i'mes1:>� ponstx4N _and 4820 Patf(VIaW Dr 1 ttt sa rsIvs erk 7T�'r rta��[�x; 1 nn;:n. ,k �brat:t i laareea.lpa� fr4i 1}p�e� -d�xd7 sf-.tY na Barr, r.,n�s-� .ue-�syst mE s�.,rer iesrytr4C�ry;F,l1 St Cloud, FL 34771 ar.l 9tamidiro WnEd ri-Y st.i.rpfr<�h Q MIG h;S Roa`.'T esus r2..,.:setuG et ih(s doEutneai, ut wiY i�.in,3 Wit" -+fwd »iL v1 th�Y.^rY,e:t:pe .v..toh ojOft {p_i TE.. Job Truss Truss Type Qty Ply in (loc) WRMSCM1560BlL VM10 Valley 1 1 A0286731 Vert(LL) n/a - n/a 999 TCDL 10.0 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 15:46:59 2019 Page 1 ID:Id_0OXyyT6lBi_TXo1jwHHzefvK-t Zmx_GvruOE_V6onCGJUGfK8UD3ACLelVeVzgydOxA 800 8-0-0 1.5x4 II 2x4 5 1.5x4 II 4 1.5x4 II 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/TPI2014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/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=lb) 5=155. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 31 Ib FT = 10% p as m 9h3' 'iaw iAa "A -t iiCi[?F TRt.SSEb t tiEELEmi GENERAL 7 ERMS-d.omMi iMS Ct 4TGMER ('aUYER"}.S:KStGiNt. Cf MENF" fomrz L iy f <syn. f+a rA .atl 3e <n mrc ` n 3)ra�nrj S Gr j ad'h 1i>eirne asa. um— oi,. ,>,re wds rn MDnEyAr—c-rimed., Pure. si,a us —d f«ua rata to b..ie ,a;aT oma,,e� ,�=e se.:�rre i'ae.}u,e t any T1�rerrecanss ani Manuel Martinez, P.E. '.. eef `r"! the f'#e weal *s+grnCanfrtSGo',I#MY hhi tla"an7ifr ,faT. z CSWCC3 an P.w'it)D anry, unbar TPi 3 Fhe dessdL's-,ptwna. Ma3rzrj db Y suieb+IHi l sw (ih i 39 far aa"Y6 1 9-+§Mt'rasPsasAi=Y of the #047182 4<'ry r. iF,e EwmsY aWlawad aganS fh 8 Y3mq fk++g ,mefhd uvrd. xl c. P+a fRG the iE0,4q[Caildmg ecxie a!W 7Pk.Y The aPArcr'. a'ultha TDDsrvi anYSsd use of lh T ss.d .s hsn8xeg,.aWraaa sta`EaSwrrami E.teUrq aY.atE ba tf vminI*Y -ix`th=iW'darg Deng 3eM Con4rax A .tea.sef Rvt,Yra TOP:and are Pra'aCca9 tlA :deknas'retl aua:eng ComPa+erl Satety. inPorttta1va+;85Gi}puU.ahed 6y Ti�aM AGR e+e'refevenceo lo: pen sig W ce; rc4t deta,as the Po WItia9, xr,d 4820 PafkViaW or i+l ct lle F ss Des & SpacsaflY En2,mnr JTrvxs Ma`w€ du . wkas cU,e:wwsa Ja.e,ad 4ys C frac# agreed Wan en wn4±n§ lry eN pa L s imtiHed The 6g a`iY tl i;PT tha Bdilding 4a finer m Truss SYszem Enpmeer rA anY txi+Wug: All $t Cloud, el 34771 e%p.EaU�e4 terms die as drzB�d an:TFY{raP) 3fslG 4USah 9Rr'?rssses–RaarWgCmer c!us�s doumenk.maaY fuir.. +sp ��Yd want 4Re xmttsn patmus(on aF t..ifi ..f Ysu„sas:. Job Truss Truss Type Qty Ply in floc) WRMSCM1560BlL VM12 Valley 1 1 A0286732 Vert(LL) n/a n/a 999 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 15:47:00 2019 Page 1 ID:Id_OOXyyT61Bi_TXoliwHHzefvK-LB799KHXcC95cfh_LvoY1 UCUVuYMveLnX9O3VHydOx9 10-0-0 Y 0 0 1.5x4 II 2x4 5 1.5x4 II 4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft 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. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C -C Extenor(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 (jt=1b) 5=190. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 40 Ib FT = 10% j� iY�m fr roughg 'law ib9 R-1 SiGfJF T t.5Sf^a S l4R}* f'Fs2 1F.RhS6 BndLG4Di (}hR G! `[6M fi j°8 3lE "} CYJ1G M1'lED M NT^ f . L Hd? grt r..ar fii. d M ih x'tesq. E> w;ng t D }. td fh¢- fii Sg€3zrtgE g ro1erz1 Ueeite7a U lass<ih stq�S: Yrt 1'GD Fyki aector�(af t bxase f ffi 7-;0)06 [A !--a�. D .gtEog g(& hyE g =cr£.U+ IcnaayTII3 k �=eat Manuel Mafinez,RE. �. • c'fl, va,e ima, ng eem+,mpo dhyf [ d -nom sie7esy ed nthe iD y be ipE•r rr d 3:. '+Atlaatl,r3, ord twn .abet d nn 7 ro iy G)dma.zs i¢e rarspo firNyaffhe #047182 a: n aM,a✓s sr d gertt�rty a t.[.tr s fnirtacv case, aac;a>,ateea.�iav-u a,�aes..amts-rne a� .•a m rDa:.;a nrr��vseonn 7 .:aa h i u. a s+ .•rro; at::a „a76aabae raw r.� :sf i', LN[d D -. ig Y d C :S[a±l Ft f - f N n V e TDf}.erttl M ym-6ce>'b tl g $Y G ., a! it 9 y.Eng C,o[:ip i selely iii( n$t DSC(i gab ad by Ty>( .Y Ch re' f ,.N (0 q ne g fd jC t d h tfie prm 9i14 aand 4620 ParkV]ew Dr &il Eib nasxD ,} [Ste, atyE 2 an4'r Rt v4achxre 1 5s cifie f}ef dbY §.0 1 9aa s�ega x-dsgXg'FiIPmC I vad 7n 8{+ac SX id0'S+e B�an4:!J,e �mv o• in�ss S,Ysi mE g,ear t rryW .p: ,rLjl St Cloud, FL 34771 <SptaL diarm4'2ry as dafined alfF'RG Pyr�..tL.2A18?ad RDs.Ttu sa- eZ�:adO<amn3msdpdumenL st ar'Yfrin,i.�PKh:hdzdvngavt thQ phG�dyerrusaan of Ll:'� fTm....�s'- . Job Truss Truss Type Qty Ply TCLL 20.0 WRMSCM1560BIL VM14 Valley 1 1 A0286733 BC 0.30 Vert(CT) n/a n/a 999 5 = BCLL 0.0 ' Rep Stress Incr YES Job Reference o tional k- i Rom f russes, Fore Pierce, FL 34946, oesign@alti Y 4 0 Hun: 8.21U s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 16 15:47:01 2019 Page 1 I D:ld_OOXyyT61Bi_TXo 1 jwH HzefvK-pNhXMgH9N VHyDpGBvdJnahkdH Hsae5Fxlp7cljydOx8 12-0-0 12-0-0 1.5x4 II 3 3x4 5 6 4 1.5x4 II 1.5x4 II 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 0.44 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. 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 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) k 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=lb) 5=232. LOAD CASE(S) Standard P :sse lNamuJh'Y rises ih "" ROt7F 7eZii5SEpt SE LFR`{ C>ENERA IfRMSa lC*NV"17CNS Ctl470WR (`aitYER"! fKNOWi:FD Sift T'fwn.:.1 h'6xs�n pa a ead i an ihisT Dasxjn Rraw�na 47Qf1}.and fhe segaxrea ,era sh—l�to., eseunl�s�-t-d�sAeTDD r4M s .ne'iprPlfca rsPt� dfxV,eTDQtab std +aT D�.ena ng(,e,wx xvE� i:thQeer -YTuD ); serif Z Manuel Martine z, P.E. »ooe�ean. fN.ces rn,at namsernrt evoawrr *t a sin ca rh exngk Tross.0w theTCD r ager 7�t z, Tr mane at .wa�s,a noa mDy iy>' es th T x w:r..ne w mH do m: �r �t tqe #047182 Lt•:m aa+rw,Ys �.'Jtaustd uyenl u4 6,13;rt�Tkr ,grzer...n0s —wn c,C,e iRG:r i$G, br.�ib hAnp uadMf The ,rprvi^a? i—TODsm yVWuse oTth,T trih dtmp, stnrag tkuQsrre �6.rewrag ahz!£Ue t! spem�s�rib}i a`Us� may Degas arWC 3 d+1er A xrotes e¢t Md V.TOD aTid L e pra„^pce>-g d 9 .deUrvea ce;ra 3r,&aF ,t}i,nr,. pyn rl Safely sM t {BS:t}p W,,, sd b? TSH rt S. A ar mf roasd tar 9—Wgid— TP l d 4 1W+ gpcnsRrGDeg aryl 4620 Per ew 0t WI tN, s.KW,-, fh. 4Ersgr—er:4. raseRig.wfactum,,,nieaaPUre±ru .ie Wb'? C 4—ie2n'a'11., n—XngtY i�Pig .e. -Jed Th-SPec,:f *v�"sNOT trwS.Mb ytlyy:gnsro^ TU- SystemEng.neerof-,hr3d"ng:.ip St Cloud, FL 34771 «p tal.sw t—, -- d,6r d k TP, 1 0UjY ; t 02t G A-9 RW Tlaase,Rzr.: qdu o t ,s QdGem¢nt tt ank f9 : ,,5 J, tted mN thn, w+rltea perm.smn i9 A-1'RaJ Trass,:s.. . JUNE 20, 2019 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 0 Exp. B, C up to 60 Mean Roof Height and Exposure D up to 0 Mean Roof Height. Attach King Jack w/ (3) 16d Toe ,Nails @ TC & BC Attach End Jack's Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC BC (Typ) 0 ti ttach Corner Jack's t/ (2) 16d Toe Nails @ TC & BC (Typ) FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE (SEE SECTION A -A) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD.-, FORT PIERCE, FL 34946 772-409-1010 1'-3'MAX. \ DIAD. 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. TRUSSSES 24' O.C. END WALL 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL I I / GABLE ABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UMAL TRUSS 3TU0 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 M R66TRUSSES. 445f ST. LUQ[E BLVD, ro i'IERCE, FL '34946 772,409,401,0' 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 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. DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 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 TRUSS 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. TRUSS CRITERIA: -t tNU, GUMMUN 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 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. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772409-1010 SECURE W/C VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS V I_IAIL /'1 (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 F 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 ( (HIGH WIND VELOCITY) ( STDTL07 {11. 4 p A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 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 UND- -11- .1. DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'J 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF -S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD u I I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 0 0 000 FEBRUARY 17, 2017 STANDARD GABLE END DETAIL ( STDTL08- A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4 L -BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD#2 DIAGONAL DIAGONAL BRACE (4) - 16d SPACING NAILS 16d NAILS * SPACED 6' O.C. (2) 10d NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR (2) - SPF #2 TYPICAL HORIZONTAL 12' MAX. BRACE NAILED TO 12" O.C. 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN 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 B 3X4= (4) Bd NAILS PLYWOOD SHEATHING 2X4 STD MINIMUM, ROOF TO SHEATHING SPF BLOCK DIAGONAL (2) DIAGONAL AT DIAGONAL BRACING * L - BRACING REFER SPACING / REFER TO SECTION A -A TO SECTION B -B 24' MAX. NOTE:AND BRACEBRACES / AND GRADE MINIMUM GRADE OF #2 MATERIAL IN TH TOPBOTTOM CHORDS. (2) - .CONNECTION BETWEEN BOTTOM CHORD F END TRUSS AND WALL TO 12' MAX. NAILS10d 12" O.C. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 5.6.11 6.6-11 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. 16" O.C. _ 4-9-12 ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF 9.10-15 2X4SP#31STUD 24" O.C. SL'BRACES 3-11-3 54-12 4. SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR 12" O.C. 3-10.15 5-6-11 BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 11-8-14 TRUSSES @ 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM 4-9.12 / 10.8.0 AT 4'-0'D.C. 24" O.C. 3-1.4 1 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 9-3.13 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. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 30d 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 AT SIZE SPECIES SPACING BRACE L - BRACE BRACEBRACES 1/3 POINTS AND GRADE MAXIMUM STUD LENGTH 2X4 SP #3 /STUD 12" O.C. 3-8-10 5.6.11 6.6-11 11-1.13 2X4 SP #3 / STUD 16" O.C. 3.3-10 4-9-12 6-6.11 9.10-15 2X4SP#31STUD 24" O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12" O.C. 3-10.15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3.6.11 4-9.12 6.6-11 10.8.0 2X4 SP #2 24" O.C. 3-1.4 1 3-11-3 1 6.2-9 9-3.13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T -BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C -- ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. END WALL FEBRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST� LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: 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 ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING \�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'). ATTACH TO VERTICAL WITH (N IBLS (0.1313)X 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD USE METAL FRAMING -' ATTACH TO VERTICAL '-ATTACH TO VERTICAL '- ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') 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) ,FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4461 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 in .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 z p J .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 ri 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° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE -1 NEAR SIDE NEAR SIDE 45.00' SIDE VIEW (2X3) 2 NAILS NEAR SIDE _{ NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30° TO 60° 45.00' FEBRUARY 17, 2017 ( 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 DF HF SPF SPF -S L7 .131 59 46 32 30 20 z O J .135 60 48 33 30 20 Inc ('7 .162 72 58 39 37 25 J CD .128 54 42 28 27 19 O z z .131 55 43 29 28 19 W .148 62 48 34 31 21 -U L0 J N a z .120 51 39 27 26 17 O z .128 49 38 26 25 17 O .131 51 39 27 26 17 C� 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 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *00 USE (3) TOE -NAILS ON 2X4 BEARING WALL se* USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl SIDE VIEW )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW 1 NAIL NAIL FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENTSTDTL13 I � v I A-1 ROOFTRUSSES 4451 ST. L CI = BLVD. FORT PIERCE, FL 34946 772-409-1010 2x2 NAILER ATTACHMENT MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 1.0 x 14 April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTL14 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST..LUCIE BLVD. FORT PIERCE, FL 34546 772-409-1010 Om 19 01 lft� � • UPLIFT CONNECTION (SEE ROOF TRUSS) [011=111 12 VARIES MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 " A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.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 + 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 S' 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. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS ( 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' D.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, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. I MIT0 ., 1 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