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TRUSS PAPERWORK
a Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 6 ®��{p �ILF— (CO RE: 75569 - HUTCHING`W"Ot MiTek USA, Inc. Site Information. 6904 Parke East Blvd. Customer Info: GROUP ONE CONSTRUCTION Project Name: HUTCHINGS Mo�e791 FI-33610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date I No. I Seal# Truss Name I Date 1 T15312279 A 10/11/18 18 1 T15312296 J GRB I 10/11/18 I2 T1 5312280 1 ATA 110/11/18 119 1T153122971GRD 110/11/181 I3 T1 5312281 1 D 1 10/11/18120 1 T15312298 I GRE 110/11/181 14 1T15312282D1 110/11/18121 IT15312299IGRG 110/11/181 15 1T153122831D2 110/11/18122 IT15312300GRK 10/11/181 16 I T1 5312284 1 D3 1 10/11/18123 I T1531233 1 110/11/181 17 1 T15312285 I D4 110/11/181 18 1 T15312286 D5 10/11/18125 I T15312303 I J5 1 10/11/18 19 1 T153122871 D6 1 10/11/18126 I T15312304 I J7 110/11/181 10 T153122881 D7 1 10/11/18127 I T15312305 I K 110/11/181 111 17153122891E 110/11/18128 T15312306 K1 110/11/181 112 1 T1 5312290 1 G 1 10/11/18129 1 T1 5312307 1 K2 110/11/181 113 1 T15312291 1 G1 1 10/11/18 130 1 T15312308 1 KJ3 110/11/181 114 1 T153122921 G2 10/11/18 131 1 T1 5312309 1 KJ5 10/11/181 115 1 T15312253 63 10/11/18132 1 T15312310 1 KJ7 1 10/11 /18 116 1 T1 5312294 1 G4 1 10/11/18 133 1 T15312311 1 MHV8 10/11/18 117 1 T1 5312295 1 GRA 110/11/18134 1T153123121MHV10 110/11/181 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIIrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Thous A. Albanl PE No.39380 Mtrek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Taivpa FL 33610 Date: October 11,2018 Alban, Thomas 1 of 2 RE: 75569 - HUTCHINGS Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: HUTCHINGS Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. I Seal# I Truss Name I Date 35 1 T15312313 1 MHVA 10/11/18 136 1T15312314 1MHVB 110/11/181 137 IT153123151MHVC 110/11/18 138 IT153123161 MV2 1 10/11/181 139 T15312317 MV4 1 10/11/18 40 T15312318 1 MV6 10/11/181 141 1 T153123191 MV8 110/11/18 142 1 T15312320 I MV10 1 10/11 /181 143 V4 1 10/11/1 e l 44 11 T153123221V8 110/11/18 145 I T1 5312323 1 VA 110/11/18 146 1 T15312324 1 VB 1 10/11/18 { 2of2 Truss Truss Type , Of( Ply HUTCHINGS T15312279 rJob 75569 A Hip 1 1 � Job Reference (optional) _ �. champars i russ, me., Von rmme, rL 4x4 = 3 4x4 = 4 Blau s mar n Rum M118K mausmes, inc. mu ucn l ld:oo:ry aura rage . sFSOKYZsGHiZ9vUWRD.andczlXCE8imiCaPRuT?Zlbft sHOxiBatSwRvUTJz Scale = 1:39.5 4x8 11 Sx6 = 3x4 — 4x8 11 3x4 = 3x4 = 234 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.50 Ven(LL) -0.12 7-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.21 7-16 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.10 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.16 7-8 >999 240 Weight: 98 lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied ors-11-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (Ib/size) , 1=863/0-8-0, 6=863M-8.0 Max Horz 1=-149(LC 10) Moor Uplift 1= 538(LC 12), 6_ 538(LC 12) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1198/1017, 23= 1005/909, 3.4= 908/877, 4-5= 999/905, 5-6= 1197/1018 BOTCHORD 1-8=-814/1082,7-8=-583/933,6-7=801/1022 WEBS 2-8=-211/326, 5-7=217/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh, h=1511; B=451t; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ealenor(2) 0-0-0 to 3-0-0. Inledor(1) 3.0.0 to 10-0-0, Extenor(2) 10-0-0 to 13-4-0, Intedor(1) 17-6-15 to 23-4-0 zone; cantilever left and fight exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcummt with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except at=lb) 1 c538, 6=538. Thomas A. Alban! PE No,39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARNMG- Ved1ydsi90p..tera.nd NEAR NOTES oN TH1a AND INCLUDED M?EKREFENANGEPAGEM0.74]3rev. 10NA2015 BEFOREOSE Design Vdldf0rUs00nly Vrih MITOk Mhnectos. ThIsdedgn hbasedonlyupon parametersshown,and hloton IndlAdual Wadhg component trot �' ss a trusystem. Before use- me Wilting designer must very the appilcabilltiof tlesign parameters and properly hcomoate ihh tlesign Into the overall buIcUM design. Racing in scaled Is to prevent buckling of individual Dussweb aW/or chord members only. Addlional temporary and permanent lxadng MiTek' Is always regWretl for stability and to prevent collapse with possible personal Way and properly danw9e. For general gddonce regatling Ina fabrication storage. delivery, erecllon axl braclrg of busses and has systems. sooANWIIPII OapmpyCldarks, D5Bd9 and BCSl Buldirp Component 6904 Pa,ka East Blvd. SaNy Nbana/lomvallable from Trrs Rate Inslltute. 218 N. Lee sheet Sale 312, Alexandra. VA 22314. Terry.. FL Ml D Job Truss Truss Type , Ply HUTCHINGS T75312280 75569 ATA ATTIC �GN 5 1 Job Reference (optional • cnamoers i russ, ino., roN Memo, rL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:50:41 2018 44 = 4 23 3x4 — 22 3x4 = 5.00 12 3 5 2x3 II 21 24 2x3 11 2 1 8 3A f 20 25 Scale=1:37.8 3x8 = 515 3x4 11 Sxe MT16H$ = 3x4 11 6x8 11 ton 1J-0 704 1s9n2 22-o-o z 4A23in 180 d-0n 62d�83E�6.2d 1n01n0 Plate Offsets (Plate Offsets (X.Y1fi:0-4-13,0-1-12�f7:0-4-13 0-1-121fi:0-0-13,0-1-121f7:0-4-13 0-1-121 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.81 Vert(LL) -0.31 8-10 >904 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.49 8-10 >571 240 MT18HS 2441190 BOLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 7 n(a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 8-10 >999 240 Weight: 11011c FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-10 on purims. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 - WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 1=1021/0-8-0, 7=1021/0-8-0 Max Horz 1=174(LC 11) Max Uplift 1=-535(LC 12), 7=-535(LC 12) Max Gmv 1=1260(LC 18), 7=1260(LC 19) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 2033/904, 2-3= 1785/945, 3-4= 20/308, 4-5=-20/308, 5-6= 1785/945, 6-7=-2033/904 BOT CHORD 1-10=-656/1806, 8-10=-656/1806, 7-8= 656/1806 WEBS 6-8=0/492, 2-10=0/492, 3-11= 2072/924, 5-11=-2072/924 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15it; 13=451t; L=24f ; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-8-0. Extenor(2) 11-8-0 to 14-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 Psi bottom chord live load nonconcunent 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) Ceiling dead load (5.0 psi) on member(s). 23. 5-6, 3-11, 5-11 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psi) applied only to room. 8-10 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joini(s) except 6t=1b) 1=535, 7=535. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)137 lb down and 751b up at 10-8-0, and 137lb down and 75 lb up at 12-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) In the LOAD CASE(S) section, loads applied to the face of the Imss are noted as front (F) or back (B). LOAD CASE(S) Standard 7 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6034 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNWG-VeMy Eealgnpammet...d REAONOTES ON TMSANDMLUDEOMNEKREFERANCEPAGEMIF74M.. V=Ur15 BEFORE USE Design vdld fot use oNywlfh Mlek9 cannCatas, TNsdeSgn b based orry Won IManetsrs shown, and hfor an IndMdud lx:oditg component. net a tnra system. Before M. the builc9ng designer must vedfy the oRNicab9lty of design parameters and propedy Incorporate this dougn Into iM overal Wildrgdedian. HacIngindbaletllstopreveniWcklingoflydlNdudausswebard/orctrordmembersonly. Atld111onaltemPoraryantlpennanenibracirg MiTek' Is away, required for VaNllty and to prevent collapre with poamle l,ersonal Injury and propedy damage. For general gulclalce regarding ale fabricatlon storage, delivery. erection ci bractrg of husses and suss systamz seeANS//1p11 ouc@y ClEedi DSB419 amt BC51 SuIdtrlg Component 6904 Parke East Bf dE SaPofyinionnaf onwailaNe from T. Rate In,11Me. 218 N. Lee Sleet, care 312. Nexorxtdo. VA 22314. Tarrae, FL 33610 Job Truss Truss Type r Otys Ply HUTCHINGS T75312280 75569 ATA ATTIC 5 1 Job Reference (oDOonall _ 4 Chambers Truss, Inc., Fort Pierce, FL 8.130 6 Mar 112018 MITek Industries, Inc. Thu Oct 11 13:50:41 2D18 Scale=1:37.8 4x4 = 4 23 3x4 - 22 3x4 = 5 5.00 12 2x3 II 21 3 2471 2143 II s 20 // 1 1 1 1 25 1 �1 Io 10 9 8 = 3x8 = 6.8 11 3x4 11 5x8 MT18HS = 1(4 11 6x8 II 1-0O t-4-0 7ib iiaA2 ?a-0O 1S-4-0Yid-0 too 0 6•24 F eaa i 62i 100 Plate Offsets(XY)- ft•0.4-130-1-121 iT0-0-130-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Poo) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.31 8-10 >904 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.49 8-10 >571 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 8-10 >999 240 Weight: 110 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directlyapplied or4-0-10 cc pudins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. WEBS _ 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 1=1021/0-8-0,7=1021/0.8-0 Max Horz1=174(LC 11) Max Uplift 1=-535(LC 12), 7=-535(LC 12) ' Max Grav 1=1260(LC 18), 7=1260(LC 19) FORCES. Pb) -Max. Comp./Max. Ten. -All forces 250 Plo) or less except when shown. TOP CHORD 1-2=2033/904, 23-1785/945, 3-4= 20/308, 4-5= 20/308, 5-6=17851945, 6-7=-2033/904 BOT CHORD 1-10=-656/1806, B-10--656/1806, 7-8-656/1806 WEBS 6-8=0/492, 2-10-0/492, 3-11=-2072/924, 5-11= 2072/924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15f ; B=45tt; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 11-8-0, Extedor(2) 11-8-0 to 14-8-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MIN FRS 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 nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 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) Ceiling dead load (5.0 psf) on member(s). 23, 5-0, 3-11, 5-11 7) Bottom chord live load (40.0 pal) and additional bottom chord dead load (5.0 psf) applied only to room. 8-10 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1d35, 7535. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1371b down and 751b up at 10-8-0, and 137lb down and 75 lb up at 12-8-0 on top chord. The design/selection of such connection devices) Is the responsibility of others. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A Alb3ni PE No.39330 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Weir USA, Inc. FL Cart 6634 LOAD CASES) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,201 S A WAMWG-VMfydo gnpvarnMmv dREADNOT6ONT MDWCLUDE06UlEXREFEflANCEPAGEa 74TJrev. 1=i?V15aEFOREVSE Desrgl lv'Id(or Use oHY wth MRekHcotuteatws1t18de90n5 at bulWIDcamponent,not aNYuponpsapat eleaat. pblocy WM a ildrxi tem. Before use. Itre b1NmnD tlesiDrter must ved(y Ina appllcablllyolOe5Dn psomelersand proPenY mcetporate Ihkdes 0sInto the overall cppl G& aafstD a prevent Y• Adnnaldtempororyondpetmmlenibra g mor w" and/orG MiTek' aysre9gn. pelt' 090. k olways regiLetl is slNwlry and to prevent coValxe wllttpossexe persortd hfurY antl proPeM damaDe. For Derteral9uklartce re(1mr&g the fty lopf cpse hpossUop ontlbra a D56d9 mdSC98uWhg Componm/ tafelybon,saff 69N Parke Easl SNd. ahable,em Tc Smnsrystems.Aex5r/)PI/VAy�2p2y1Mesb, SDNlyadonnnlbmvoDadefrom truss%ate msnNte. 216 N. Lee Sheel.5ul1e 312 P1exaMda.VA72a14. Ntof18 N. Tenpa. FL 32610 Job 1 Dry, Ply HUTCHINGS T15312281 75569 rss�]Twe 1 1 Job Reference o tional r. Chambers Truss, Inc., Fort Pierce, FL mutt s mar n zula mi I es industries, inc. Thu Oct 11 s3:50:4Z 2016 P*Uu 1 ID:SNJAac6zlsFSOKYZsGHjZ9yUW Rp-WgkMO_YSIIzVAI MzXsm5_NuDhfol6t7e8MZ_JyUTJx 1 - ]-1-12 I 1a-0-0 I 17-9-15 - 25-6-1 33d-0 I 7-1-12 2-10-0 7-9-15 7-e-3 7.9.15 SmF, 5- Scare=1:56.5 Sx6 = 3x4 = 3x6 = 3x4 = 4x5 = 4 22 523 6 7 24 8 13 12 10 4x8 11 5x8 = 3x4 = 3,6 — 4.5 = 3x6 II 3x4 = d-0 tOd, 1a00 1]-?15 2561 3td-0 t-0O 89-0 A415 ]83 ]-&15 04-0 Plata Offsets (XY) r1:0-3-e Edge) f4:03-00-2-41 f13:0-2-1203-01 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (too) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.3412-13 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.84 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.2512-13 >999 240 Weight: 1731la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or3-10-11 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 5-4-1 oc bracing. SLIDER Left 2x8 SP No.22-6-0 WEBS 1Row at midpt 5-13,8-10 REACTIONS. (Iblsize) 1=1279/0-6-0,9=1177/Mechanlcal Max Horz 1=253(LC 12) Max Uplift 1— 781(LC 12). 9=-750(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3= 2024/1632, 3-4=-1943/1581, 4-5— 1796/1533, 5-7=-2309/1864, 7-8-1719/1358, 8-9=-1106/965 BOT CHORD 1-13= 1649/1782, 12-13= 1864/2309, 10-12=-1358/1719 WEBS 4-13— 218/435, 5-13-582/424, 5-12— 162/316, 7-12= 581/673, 7-10— 7641787, 8-10=-1515/1920 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.Opsf; h=15f1; B=45f : L=3311; eave=41t; Cat. II; Exp C; End., GCpl-0.18; MW FRS (direcV=al) and C-C Exledor(2) 0-00 to 3-4-0, Intedor(1) 3-4O to 10-0-0, Extedor(2) 10-0.0 to 14-8-9 zone; cantilever left and right exposed ;OC for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. ) 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wimstanding 100 lb uplift at joint(s) except Qt=1b) 1=781, 9=750. Thomas A. Albani PE No.39380 fdiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 QWARNWG.VedfydealgapxVnetersand RE/IONOI ONT MONCLUDWD KREFEF4NOEPAGEM 74TJrev.r69Y ISSUOREUSE resign (ruse IJdlekHcmnectms iHs design Is based only won ins®neters stlovrn. arld bfor m tr1d3Ntlud b Cfingc IPOnsnt not veldordywlm a tons system. Before Irsa. me tedoi g deean ,, must v,my the aWlcol,efy ofdesigl p rometers and Property kr oc pordte na sdesign Into the overall bAArlgdedgn. $adlgl�kated6lolxewntWcWingoftsdlvlduol webmd/ord dM mbersody AddlnorloltemporaryandpermanentbrdcN9 MiTek' CUGRy CrH1b, OSB-09 m1tl BC9 BrWhy Compmmf 0or ge. elivelry. dndtopeve!t)racapse corm possetlepe�SY&teMssoQANWo1f Quams�e. % DSB-89and WMIl rlding 1 onp l�rkalkm staage, dlloble election and bacblg W ree systems- fabrication,18 6904 Perko East Blvd. . Aexon/fpfl SGf�ryNhmtOfbravdlode from truss%ate Institute. 21e N. Lee SireeLSWte J72. Alezondda VA22314. mTruss . N. Le Tampa, FL 33610 Job Truss Truss Type���Qty'ply�HUTCHI'NI.3�ST15312282 75569 DI Hip l p Chambers Flues, Inc., Fofl Plerae, FL b; tau s Mar 11 zuib Nu i ex mausans, m, i nu vct i u:a¢va mw Scale=1:64.7 4.8 = 2x3 11 4x8 = -__r 4 29306 3132 6 lb 1V 1u ,< — 3x8 II 2x3 I 3' — axe = 3a4 = 2x3 II 6x6 II 3x4 = 3.6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 CSI. TC 0.49 BC 0.60 WS 0.25 Matrix-MS1b DEFL in (loc) Udell Ud Ven(LL) -0.13 13 >999 360 Vert(CT)-0.2514-16 >999 240 Horz(CT) 0.09 9 n/a n/a Wind(LL) 0.19 13 >999 240 PLATES GRIP MT20 2441190 Weight: 175T=20% F LUMBER- SPACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling direchyappiled or 5-9-2 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x4 SP No.32-6-0 REACTIONS. Qb(size) 1=1209/0-", 9=1184/MechaNcal Max Horz 1=182(LC 11) Max Uplift 1=-754(LC 12), 9=-73B(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-2064/1676, 3-4— 1876/1591, 4-5= 1904/1709, "8 1904/1709, 6-7= 1904/1611, 7-9=-2173/1759 BOT CHORD 1-16— 1438/1835, 14-16= 1438/1835, 13-14=-1240/1704, 12-13=-1243/1727, 10.12=-1516/1955, 9-10— 1516/1955 WEBS 4-14=-100/288, 4-13=-271/396, 5-13=J03/358, 6-13= 246/369, 6-12=-134/319, 7-12=-343/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL--3.Opsf; h=15h; 8=4511; L=32f1; eave=41t; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Exlenor(2) 0-0-0 to 3-2-13, Inteitor(1) 3-2-13 to 11-0-0, Exledor(2) 11-0-0 to 25-10-14, Intefior(1) 25-10-14 to 32-4-0 zone; cantilever left and right exposed ;C-C for members and forces & VWFRS 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 nonconcumenl with any other live loads. 5) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to louse, connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wlmstanding 100 lb uplift at joint(s) except gt=lb) 1=754, 9=738. Thomas A. Albani PE No.39330 0 rok USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNOIG. VedydexignpanvnelcrsandREADNOTES ON IWISANDPoCLUDEDNREKREFERANGEPAGEND7473re 169140156EFOREUGE Deslr va: far use oNy Vlth MdfeKdcvnnecto Rk d,4n Isb only upon pt8ame:elsatrown. ead is for an lVd1V ud WlId41g—PcnonL not �rL a taassystem.Before sae. the budding designer mull venly Ins appllcabaltyoftledgn patometxsead properlyaco crt. ihk desgnInto the overou ImcwrdmembenoNy. Atldliorwl temporaryaM pelmaneni bradixl MiTek' bAQuptleslgn.&achgirxlloatedistoweveniWddalgoflrvJFMudtrussweba kdways regi9retl(ol slobalry alW to prevent coii�se won possible Txrsond hlun'md popedy damage. ForgenerdgulUatceregmdllxl the 69N Parke East Blvd. fabrca storage,delN ry,erecaon DoribractrxgoflaasesandtmsssystemsseeANSVMIi OuaMyd rb,DS949and RCSIDugding Component' TaWa, FL 33610 Salsyfnblmafbluvdlade from Truss Rate ImIlMe, 218 N. Lee street. Site312 Alexandra. VA 22314. Job Truss Truss Type . Cry. Ply HUTCHINGS TIW2283 75569 D2 Hip 1 1 Job Reference (optional) . Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:50.442018 as S 6 = 4x6 = Scale=1:53.2 7 io ass 11 4x4 = 3x4 = ass = 3x4 = W 11 3lB II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TO 0.45 BC 0.70 W B 0.69 Matrix -MS DEFL. in Ven(LL) -0.50 Vert(CT) -0.71 Horz(CT) 0.06 Wind(LL) 0.42 (Ioc) Udell L/d 8-9 >740 360 8-9 >516 240 7 n(a n/a 8-9 >881 240 PLATES GRIP MT20 244/190 Weight: 1551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rlgld ceiling directly applied or 5-9-14 oc bracing. 1-13: 2x6 SP No.2 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. (Ib/size) 7=1134/Mechmlcal, 13=1134/0-10-9 Max Horz 13=-198(LC 10) Max Uplift 7— 706(LC 12), 13— 708(LC 12) Max Gmv 7=1157(LC 18), 13=1143(LC 17) FORCES. (Ib) - Max CompJMax Ten. -All tortes 250 Qb) or less except when shown. TOP CHORD 1-2=-1730/1361, 2-3= 1636/1396, 3-4= 1477/1357, 4-5-1645/1382, 5-7— 213511659, 1-13=-1083/912 BOT CHORD 12-13-135/278, 11-12-1152/1690, 9-11=-975/1507, 8-9= 1416(1908, 7-8=-1418/19OB WEBS 2-12-254/299, 2-11— 299/229, 3-11=-13C6332, 4-9— 141/364, 5-9— 599/503, 1-12= 1111/1441 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst•, h=15ft; B=45f1; L=3111; eave=oft; Cat. II; Exp C; End., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-2-12 to 33-13. Intedor(1) 3-3-13 to 11-6-8. Fxtedor(2) 11-6-8 to 22-2-14, Intedor(1) 22-2-1410 30-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MNFRS for reactions shown; Lumber DOL=1.60 plate fillip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and my other members, with BCDL = 10.Opsf. 6) Rater to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 7=706, 13=708. Thomas A. Albani PE No.39390 Wait USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: October 11,2018 Q WAMNO. Vedlydes/gapa metom=dREONOTESONTM3MDWCLUOMUN KREFERANCEPAGEa@7MMJ . ftl=?015BEFOREUSE Design vaib for use only with MareM c-onnoctors. lnls desgn Is based only upon parameters ahown. card! Is far an hchidual buldr,; component, not a inns system. Before use, the Wlca c; designer must vedly the applicabllty of desgn paameters and properly h C01I)Oate this desgn Into flo overall "chrgdesign.&achghadlcaled6topreventWcWhgofUntlMduathust MiTek' and/onchordmeMbmonly.Addillonaltemporaryandpemnanentbfadlg Is always regilred for slabUty and to prevent collopve.wllh possible personal Inpny and property damage. for general guldauce regalt&q the 6904 Perka East Blvd. fabricationfabrication.storage, delivery. erecton antl bracing of trusses and I= systems. seeANSpipil0y�py Crftth, OSBdg and BC51 Belding Cornammf Tanya, FL 33610 Sably Brrofmaflalnvallmlefrom Tnm Ralelmhtute,218N.Lee Streef.6ulte312,Alexa W.VA22314, Job Truss Truss Typo Cry, Ply HUTCHINGS T75312284 75569 D3 Hip 1 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.130 6 Mar 112018 MI I ex Inaustrles, Inc. I nu uct 11 13:bu:4b zu1 a rage 1 ID:SNJAae6zJsFSOKYZsGHjZ9yUW Rp.xPOV00bL2gL42U4YC_Ueic?SXuiTyWIRK6aDbeyUTJu 72-0-0 74-4-0 _ _ 21-9-0 _ - _ 29-40_ G1-12 6f0-4 2-4-0 7-5-0 7-7-0 4x6 = 4.6 = 3x Scale = 1:49.9 3se 11 SO = 3x4 = 3x6 = W 11 3A 11 3x4 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.49 BC 0.44 We 0.64 Matrix-145 DEFL. in Vert(LL) -0.19 Vert(CT) -0.37 Horz(CT) 0.06 Wind(LL) 0.21 (fee) Ildell Ud 8-9 >999 360 8-9 >951 240 7 Na Na 8-9 >999 240 PLATES GRIP MT20 244/190 Weight: 159111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc pudlns, SOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. 1-13: 2x6 SP No.2 WEBS 1 Row at midpt 5-9 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. 01olsize) 13-1077/0-8-0, 7=1077/Mechanlcal Max Horz 13=-216(LC 10) Max Uplift 13=-675(LC 12), 7= 668(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1396/1083, 2-3= 1328/1164, 3-4=-1170/1140, 4-5=-1346/1138, 5-7= 194611477, 1-13=1012/862 BOT CHORD 12-13= 184/259, 11-12=-851/1245, 9-11=-704/1170, 8.9= 1245/1743, 7-8= 1244/1746 WEBS 2-12=-263/334, 3-11=-222/266, 4-9=-177/320, 5-9=-742/607, 5-8=0/301, 1-12=-908/1209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0pst; h=15It; B=45ft; L=29ft; eave=411; Cal. II; Exp C; Encl., GCpl-0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Intedor(1) 3-2-12 to 12-0-0. Extedor(2) 12-0.0 to 14-4-0, frilmor(1)18-6-15 to 29-4-0 zone; cantilever left and dght exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconwamt with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will lit between the bottom chord and any other members. 6) Refer to girder(s) for thus to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 13=675,7=668. Thomas A Alban! PE No.39380 OTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ® WARNING -Venyy Cesl9nparematers and READ NOTES ON MMMUNCLVDED MDEKREFERANCEPAGEMRT4RmV. 1DUaia)158EFOREUSE Design voihlfd Use oNy With M.nekID contreclons. ibis tle9asIs basetl oNy upon Morreters shove andhfor anhdMdud Wildingcomponent,rwt a trsystem. Before use, the Wffaffg designer must verify the OpWIMM[fy ofdesign parameters and properly lri p ate mic design Into the overall uss bu9alngdoslgn. WachlghMka istoWeventWC Addtlorwltemp foWmdpelmanentbfmN MiTek' NofhdMdualhueswebaW/orchordmembersoNy. Is always regWredfa stabliy, antl to prevent colopies, wlih possmie persorsal h itay aM property dancge. For general gnddance regac&rg line 6904 Parke Easl BNd. Perks lobbkotlon.storage. dolvery. erection and bracing of trusses and m hues systems. eeeANSlMgQw&y ClOaxb,DSB-09 and BCSI Bu/tltlg Comparent Safety Ddonna/bnm�able trom Trues Plate Institute. 218 N. tee Sheet. Suite 312 Nexandnta VA 22314. Tanga,93610 Job Truss Truss Type , Oty. Ply HUTCHINGS T75312285 75569 D4 Common 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct If 13:50:462018 3x4 Scale=1:49.1 4x5 = 6x8 = 3x4 = 3x6 = 3x8 = 4x8 11 LOADING (psi) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20171TPI2014 CSI. TO 0.36 BC 0.58 WB 0.89 Matrix -MS DEFL. in Vert(LL) -0.22 Vert(CT) -0.39 Hotz(CT) 0.05 Wind(LL) 0.13 (loc) Udell Ud 9-11 >999 360 9-15 >904 240 a n/a n/a 9-11 >999 240 PLATES GRIP MT20 244/190 Weight: 156 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purtins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid calling directly applied or 6-9-14 oc bracing. 1-12: 2x6 SP No.2 WEBS 1 Row at midpt 2-12 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. (Ib/size) 12=107710-8-0,8=1077/Mechanical Max Hoe 12= 234(LC 10) Max Uplift 12= 675(LC 12). 8=-668(LC 12) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or iess except when shown. TOPCHORD 2-3=-1372/1124, 3-4= 1701/1409, 4-6=-1684/1273, 6-8=-1893/1419, 1-12= 210/286 BOT CHORD 11-12= 797/1331, 9-1 b581/1088, 8-9_ 1162/1699 WEBS 2-11= 142/253, 3-11= 163/406, 3-9= 585/866, 4-9=303/362, 6-9= 255/322, 2-12=-1372/1011 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsh h=15f ; B=45f ; L2911; eave ill; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-2-12 to 3.2-12, Intedor(1) 3-2-12 to 13-2-0. Fxledor(2) 13-2-0 to 16-2-0 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 4) • This truss has been desigred for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 12=675, 8=668. 8 ]b Thomas A. Albani PE No.38380 Mired: USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Jab Truss Truss Type Oy Ply HUTCHINGS T15312286 75569 D5 Common 1 1 Job Reference Loilbonaft Chambers Truss, Inc., Fort Pierce, FL ^ ^ '^ B.13U s mar 11 2U1 tl M`I as IMIUSUIe9, Inc. ^I nu LIM 11, lj:=41 Zulu 3x4 Style = 1:48.8 4.5 = 3 6x8 = ;fx4 = axe = 3rm = 4x8 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CS]. TC 0.39 BC 0.55 WB 0.85 Matrix -MS DEFL. in (roc) Well Ud Ven(LL) -0.23 9-11 >999 360 Ved(CT)-0.3711-12 >954 240 Horz(CT) 0.06 8 We n/a Wind(L-) 0.14 9-11 >999 240 PLATES GRIP MT20 244/190 Weight: 158 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid telling directly applied or 7-0-10 oc bracing. 1-12: 2x6 SP No.2 WEBS 1 Row at mldpt 2-12 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (ib/size) 12=1064/0.8-0, 8=1089/0-8-0 Max Horz 12=-234(LC 10) Max Uplift 12= 667(LC 12), 8— 676(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351/1108, 3-4=-1652/1378, 4-6=-1617/1231, 6-8=-1799/1346, 1-12=-209/286 BOT CHORD 11-12= 785/1318, 9-11=-565/1069, 8-9=-1080/1595 WEBS 2-11= 145/257, 3-11= 167/413, 3-9=-561/827, 4-9=327/380, 6-9=-185/261, 2-12=-1353/996 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=451t; L=29tt; eave=4tt; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exleflm(2) 0-2-12 to 3-2-12. Interior(l) 3-2-12 to 13-2-0, Exterior(2) 13-2-0 to 16-2-0 zone; canfilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 12=667, 8=676. Thomas A Albani PE No.39380 IdTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 QWARNING-VeKly04eignpammefeMMd RFADN07ES ON T ISANDWCLUDEDMREKREFERANCEFAGEM-74MJ 10N320155EFORE USE Design validfor use only with Mrleka conneclw. This dough b based only urom,arametem shown. and is fol al lndlvlA Wadlrg canponent,rnt �R ■` a buss system. Before use. the bnldlrg designer must verily the appllcoWlly of design parameter: aril properly Incorporate this design Into IM overall buildIngakurIn. Br tedistoWeventbuckllrgofindMdualtmmsveba /mc rdmembasoNy. Adt9lbfgltempaaryaldprm eanentbrocing MiTek' c gird RalWaysreaured tot stadlllyo torreventc lgr.,ewlthpossUe par�oM ln¢ayrntl properly damWto. For generaigUtlance regacirg the 6904 Perko EeslBNtl. s rabrlcatbn, storage, delivery, erection and bracing of tram omd hose systems, AM3/ylpll OYaQy C@pfb, D5g-0gand SCSIBuldkV Component BafefyfnfpfmDlbrnvallable prom Trwa Rate InsaMe, 218 N. tee Street, SWte 312. Alexandria. VA 22314, Tampa, FL 33610 Truss Truss Type . Oyr Ply HUTCHINGS T15312287 L7569 �D6 Common 2 t ' Job Reference o donal . Chambers Truss, Inc., Fort Plerce, FL 6.13o s Mar 11 2olu MI I eK mBusVles. Inc. nu um 11 13:bu:" zui u 3x4 4x5 = 3 Scala=1:51.2 6xa = 3x4 = 4x6 = 3x8 — 4x8 11 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL in Qoc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 9-11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.36 9-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 9-11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'ExcepC BOT CHORD 1-12: 2x6 SP No.2 WEBS SLIDER Right 2x6 SP No.22-6-0 REACTIONS. (lb/size) 12=1062/0.8-0, 8=1165/0-8-0 Max Horz 12=-245(LC 10) Max Uplift 12= 666(LC 12). 8— 723(LC 12) FORCES. Qb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1349/1108,3.4=-1666/1387,4-6=-1621/1215,6-8=-1791/1310,1-12=-209/287 BOT CHORD 11-12— 758/1331, 9-11-538f1077, 8-9=-1042(1580 WEBS 2-11=-145/259, 3-11= 171/422, 3-9=-565(836, 4-9-352/402, 2-12-1352/989 soaa PLATES GRIP MT20 244/190 Weight: 161 lb FT=20% Structural wood sheathing directly applied or4-5-15 oc pudins, except end vedicals. Rigid ceiling directly applied or 7-1-7 oc bracing. 1 Row at mldpt 2-12 NOTES- 1) Unbalanced roof live loads have been considered for this clesigrr. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--1.2psf, BCDL=3.Opsf: h=151t; B=45ft; L=30N; eave=44tt; Cat. II; Exp C; End., GCpl-0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 332, Intedor(1) 33-2 to 13-2-0, Extmor(2)13-2-0 to 16-2-6 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5j Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=666, 8=723. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNING-VedlydO gnpvanrem=dREADNOTESONT MDMCLUDEDABlEKREFERANC PAGEND-7J"J ..1dAY1015BE REUSE iksf®r uv'ki for use oNywim ARfek9 contcc:loia.IIts design b bos«f oNY upon V«omoters Nrown. aW Is f« m t.�v1CW I�9SnD comporent rat a1 system.Bef«e use. ttae blmrag tes�raer must vedN Ina appllc�eiN of tlesign p«amefers ontl pope4y hcorporare Nk tlesynInto Ins overdl MDdnp teslgn.@Ochag Vatllcaletl6to prevent Grcklhxl oftrar8vltlud WsweD and/«da«tl members orJy. Atlmil«Wtemporory ontl permPlaeni bactrx7 MiTek' nanvays requtretlf«srabalN xeW to prevent CW�sewlnr poss0le pers«lri h)uy osM properlyclPlnage. F«generd 9�4d«lce reg«c9rg lna Raft EnBlvd. storege, t n Plat of at systems seeA/I CCeHeb, D582➢DIM BC5l auldhg COmpon➢nf TatnQe,FL 33610 SafalYbdomoflpadlable from TR%ate InsItMte, 218 N. IeShmet.Site312 PexanciDVA4. Job Truss Truss Type Oty, Ply HUTCHINGS T75312288 75569 D7 Common 1 1 ' Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL s Mar 11 2018 MiTek Industries. Inc. Thu Oct 11 13:50:49 2018 4x4 = 3x4 Scale =1:502 IY 0 6x8 = 3x8 = 3x6 = 3x4 = xo 11 3x4 = VA-0 iP2-0 174-9 26P0 26d,0_.. 1-0 Plate Offsets (X Y)— 18:0.3-e Ed0el LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.23 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC OAS Vert(CT) -0.4711-12 >696 240 BCLL 0.0 ' Rep Stress incr YES WB 0.98 Horz(CT) 0.04 a n(a n/a BCDL 10.0 Code FB02017frPI2014 Matrix -MS Wind(LL) 0.12 9-11 >999 240 Weight: 149 lb FT=20% LUMBER- SPACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing. SLIDER Right 2x6 SP No.22-6.0 REACTIONS. (Ib/size) 12=954/0-e-0, 8=1058/0-8.0 Max Horz 12=-219(LC 10) Max Uplift 12=-605(LC 12), 8=-649(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-974/843, 3-4=-979/821, 4-6= 1429/1070, 6-8= 1578/1141 BOT CHORD 11-12= 390/812, 9-11=-717/1221, 8-9= 898/1390 WEBS 3-11=327/468, 4-11= 5471500, 4-9= 1031282, 2-12= 1 D20/804 NOTES 1) Unbalanced root live loads have been considered for INS design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psh, BCDL=3.0ps1; h=15ft; B_45ft; L=27h; eave=4f1; Cal. 11; EEcp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-1-12. Intermit) 3-1-12 to 10-2-0, Exterlor(2) 10-2-0 to 13-2-0 zone; cantilever left and fight exposed ;GC for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed for a 10.0 par bottom chard live load nonconcument 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 tel by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of loss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 12=605, 8=649. Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 AWA NG-V4xHVde gnpardme..dREADNO) ONTMSANDWCLUDWD KREFFJL PAGEl 74n— 16AUNI5BEFORE USE Design vdid for use ordy With NWekH coMeclas.Bt design Is based only tpon parameters 9xm s aid Is for on kavtdrd building xxnmpanent not a fnm system. Before use. the butdrx, designer must vedN Ire oWicdsanyof tlesign paamefers cast lxoperlY hcor c le Otls design Into the overall bulcirpdesign. UacNk lbaletl loprevemb WQofOaMdudmfswebad/md dmembeno Y.)cRlibndtempaayondpemimentbradng MiTek' bdwaysrecomdfastaballycntlfof evenlcdicpsewlthposUeperwaslhloryadp,o rtycanage. Forgenerdgdstonceregad VIh,a fdxMu mstorage,doiNery,erecfb adbmcegofhusesendmtsaystemzs ANWIPIICuT, CrOodo,DSB-JPand BG' &Lgd tOComponmt 6904 Perko East Blvd. Sofoylnfomla8ornvdlode eom T� Plde aatule.21B N. Lee Sheet, Wte312 PlexaMda. VA22314. Terrye, FL 33610 Job Truss Truss Type Cry, Ply HUTCHINGS T15312289 75569 E COMMON 2 1 ' Job Reference c tonal , Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MTek lWmtr; s, Inc. 1 hu Oot Scale = 1:19.3 4x4 = 5xa II 5r68 11 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in goc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TO 0.32 VeN(LL) 0.04 4-12 >999 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0,25 Ven(CT) -0.02 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.05 Horz(CT) -0.01 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigld ceiling directly applied or 9-3-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/Size) 1=419/0-8-0, 3=419/0-8-0 Max Horz 1=-84(LC 10) Max Uplift 1=-508(LC 12), 3=-508(LC 12) FORCES. (Ib) - Mall Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3461773, 23---3461773 BOT CHORD 1-4=-559/265, 3-4= 559265 WEBS 2-4=322/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-seeond gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f ; B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extefior(2) 0-0-0to 3-0-0, Intedor(1) 3-0-0to SB-0, Extedor(2) 5-8-0 to e-8-0 zone; cantilever left and right exposed; porch left and fight exposed;C-C for members and forces & M A FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0last bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 woe will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=11b) 1=508, 3d08. Thomas A, Albani PE No.39380 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARRING-VedrydoW,,m➢ammeter, Md READNOTES ON THIS AND WCLUOEDMREKREFERANCEAAGEM&74n aV.. I&V12015BEFORE USE uaUgn wild for use oNy w1M MITekai connector. Irhhcscgn k based oNy upon parameters atww7r. and h form atdivtdld buNcanj component, not at. system. Before use, Ire bulking designer must verth, the opWlcabalN of design parameters and propedy Incorporate this design Into the overall ldigofhfdNiduol101sswebond/orcnordmembnoNy. Addflondtemporarymdpernmenibrocig MOW buadrsgdeslgn. BacingkxlCted6fopfeventb 6 dways rearlretl for slabllityarxl to pevenicdlcpse wnn q>ssmle persond hkAY mstl propeM Uanage, for general guidance regmdrg the 6904 Parke East 3W. fodkatbrt siwage, delNery. erection CDOQy CReM, OSBd9 arrd SCSI BUSdYIDGOTPODMI dMe.218Uesaxt inssssystems..Nex5nci Tarrga,FL 33610 ft SaNfyirMnnODorravdl�le hom irus Rate honMe, 218 N. Lee Sheer, SWIe312 Atexarxfda VA22314. R.I. I Job Truss Truss Type Oty, Ply HUTCHINGS T75312290 75569 G Hip 1 1 ' Job Reference (Optional) . Gnamoers I was, mc., ron r,...... 4z8 2.3 II x rnls� 4 2728 5 2930 4x8 = 6 Scale = 1:53.9 I 11 I 48 II 3x4 = Sx8 = 3x4 = 4x8 II 3x4 = 3x4 = 1dd 32 O L-0 OOO 6-0O 220e 308-0 31Q0 too H sao I 60o I 600 aao a4n o4u tao Plate Offsets(XY)-- (1:0-3-BEdgel f4:0-5-40-2-01 f6:0-5-40-2-01 f9:0-3-8Edael f11:0-4-00-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (lac) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.25 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.20 11-12 >999 240 Weight: 159 lb FT=20°! LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Lett 2x6 SP No.2 2-6-0. Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=1184/0-8-0, 9=1164/0-" Max Horz 1=-164(LC 10) Max Uplift 1=-738(LC 12), 9=-738(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-4-11 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-1825/1544, 3-4= 1716/1474, 4-5= 193atl709, 5-6=-193Wl709, 6-7= 1716/1474, 7-9=-1825/1544 BOT CHORD 1-12= 1274/1607, 11-12-1130/1585, 10-11= 1116/1585, 9-10= 1259/1607 WEBS 4-11=-403/512, 5-11--364/437, 6-11---403/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=151t; B=451h L=32ft; eave=4ft Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-2-6. Interior(l) 3-2-6 to 10-0.0, Extedor(2) 10-0-0 to 26.E-5, Interior(1) 26-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qtdb) 1=738, 9=738. Thomas A. Alberti PE No.36360 MiTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: October 11,2018 QWARNING-Wtlfydes/gnpa atoms BREAD NOTES ON THISAND INCLUDED MREKREFERANOE PAGEMU-7E73ray. InMY2015BEFORE USE Design vdld for use o Vwith MIieL9aln fors. thisdeslgn Is based ONY upon parameters shown. and Is far M ardid Adud Wadllg«mDonenL rot �� atosssystem.9efaeuse,tl WldhigdesignermustverifytheoWicabaityofdesignpaanetemar properlyiRwm rate OilsdeslonIntotheoverdl dmemb ONY. AdNfloraltemporaryafdpermarenibr«bg MiTek' b cigdeslgn. BrOC g0ldcatedlstopreventt U gofindtvldualhussweband/mcl k always regWredfor stabaily arstl to preventcdl�se w9n poss®le petsond tipsy and propeM clancge. For genera Ottdalae regadrg lne faCM_atbRstaage.deMeftoectlon andb systems 000IDy CAsrb. O5Bd9 mM8G518ulGhg C0mp0n�n1 69N parka Et BNB. ad.218esarWhust Solely NlormORplpvdlade hart Ittrs Pale InsnMe. 218 N. Lee Sheet. Sate 312 Plezand4a, VA22314. Aexonft Terrpe,FL a3610 Job Truss Truss Type ON. Ply HUTCHINGS T15312291 75569 G1 Hip 1 1 ' Job Reference o lional ♦ Chambers Truss, Inc., Fort Pierce. l-L u.I JV a mar 11 zuiu MI lex industries. Inc. 7.. OU 11 la:aa:az zvio rays , ID:SNJAac6zlsFSOKYZSGHjZ9yUWRp-EIL8UPgkPgE4NZ6u6y6HV5oeNj2r4okTxin5LkyUTJn 6314 12-0-0 20-0-0 25-6-2 6314 5-a-2 a-0-0 { 5-8-2 — 6314 Scale=1:53.9 410 = 48 = 4 2829 3031 5 1. le v 5x6 = 2x3 II 3x4 = 3,6 — 3x8 = 2,63 II 5,6 = 3x4 = 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- ' 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.59 WB 0.17 Matrix -MS DEFL Vert(LL) Vert(CT) Horz(CT) Wind(LL) in poc) Vdefl Ud -0.12 12-13 >999 360 -0.2410-12 >999 240 0.06 8 Na n/a 0.18 9-10 >999 240 PLATES GRIP MT20 244/190 - Weight: 163 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD 2x4 SP M30 BOT CHORD Rigid ceiling directly applied or6-2-13 oc bracing. WEBS 20 SP No.3 WEBS 1Row at midpt 4-10 SLIDER Lett 2x6 SP No.2 2-6-0. Right 2x6 SP No.22-6-0 REACTIONS. (lb/size) 1=1184/0-8-0, 8=1184/0-8-0 Max Hor¢ 1=197(LC11) Max Uplift 1=-738(LC 12), 8=-738(LC 12) FORCES. (Ib) - Max. Comp./Mast Ten. - All forces 250 gla, or less except when shown. TOP CHORD 13=-1833/1493, 3-4= 1656/1408, 4-5= 1503/1403, "= 1656/1408, 6-8= 1833/1493 BOT CHORD 1-13= 1252/1630, 12-13= 1252/1630, 10-12= 1056/1503, 9-10=-1238/1622, 8-9=-1238/1622 ' WEBS 4-12=66/341,5-10=-71Y341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasci=132mph; TCDL=4.2psf; BCDL=3.OpsC h=15tt; B=45tt; L=32ft; eave=1ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exledor(2) "-0 to 3-2-6, Intedor(1) 3-2-6 to 92-0-0, Extedor(2) 12-0-0 to 24.6-5, Intedor(1) 24-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 fast bottom chord live load nonconcurre rt with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit 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 l)t=lb) 1=738, 8=738. 6 Thomas A. Alban! PE No.39330 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 A WABNNG. Vcdrydeslgnparam 1=wdREAON0TE50N MSANONCLUOEOMn KBEFF ANOEPAGEMU-74M : 1e4034allSBEFOBEBSE De9WV Idfor Useonlyssdth Mdrek9connectors. MsdesignEboredonly Upon paanetersstwwn.and Isfora1 Individual Wilding ccmPonent,not a teas system. Befae use, the Wide, designer mist vedry Ine opplicabillyof design paametersand properly Incorporate thb design Into 111e overall tgofmvl busswebald/orctwrd oNy. Addltbrlrl temporaryaldpelmonentbrOcing MiTek' buDdIV design. Bacngmdlccledlsto prevent d ual merle kolwaysregWed"StQbMyo tolxevenicoUq wOhpossmlepamnol Of Ond VOPedydancge. for generd gWdasce regadng Rue f�dcallax storage, delNery, eleclbn aq lxacGg of masesaM luuss systems seeANSV/P/I OuaHY Merb. 05D-09 aW BCSi WO�sp CoTpan�/If 6g04 Parke Earl Blvd. SOftfylrformxdbmvallable from Truss Hale lruRMe. 218 N. lee Street. suite 312. Aexcncd VA 22314. npa FL 33610 Job Truss Truss Type Cry, Ply HUTCHINGS T75312292 75569 G2 Hip 1 1 ' Job Reference (optional) Chambers Truss, Inc.,. Fort Pierce, FL 3x4 Sari = 21 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Oct 11 13:60:53 2018 ID:SNJAac6zJsFSOKYZsGHjZ9yUW Rp-i"XilhMABMx7jh4ggd W 11LgC60fp5CdAMWet 44 = Scale=1:44.7 6x8 = 3x4 =°m = 3x4 = 213 II axe 11 LOADING (pat) TCLL 20.0 TCDL ' 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/1PI2014 CSI. TC 0.51 BC 0.49 WB 0.80 Matrix -MS DEFL. in Vert(LL) -0.30 Vert(CT) -0.46 Horz(CT) 0.05 Wind(LL) 0.32 Qoc) Udell Ud 8-9 >999 360 8.9 >677 240 7 n/a n/a 8-9 >973 240 PLATES GRIP MT20 2441190 Weight: 138 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or4-11-11 oc pudirls, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. SLIDER Right 2x6 SP No.22-6-0 REACTIONS. Qb/size) 7=981/0-8-0, 12=956(0.8-0 Max Horz 12=-175(LC 10) Max Uplift 7= 607(LC 12), 12=-601(LC 12) FORCES. Qb) - Max CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-1162/1053, 3-4= 1034/1031, 4-5= 1187/1026, 5-7= 1642/1314 BOT CHORD 11-12= 681/987, 9-11= 645/1044, 8-9=-109Wl460, 7-8-.-1095/1460 WEBS 2-11= 42/296, 4-9= 110252, 5.9= 559/504, 2-12= 1149/1012 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psg BCDL=3.Opsf, h=151t; B=451f; L=26f: eave-oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-4-0, Extenor(2) 9-4-0 to 13-4-0, Inlerior(1) 17-6-15 to 26-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions she=; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Ops1. 6) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=607. 12=601. Thomas A. Albani PE No.39380 MTsk USA, Inc. FL Cad 6634 $904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING-VMfydr=(1., ramofafxaed READNOTES ON 17R5ANDWLLVDEDMDEKREFERANCEPAGEMU74TJfev.. 10=20159EFONE USE Dedgn valld for uw only W h MOeW connectors. Brls deign is breed only Upon parameters shown, orM b far on hsdKk wl baldhsg component, not a trss Were. Before use. the "d W designer must verify the applicabllN of design parameters and properly hrComorale Uns deslgn Into the overall [xDcfusg design. bracing hwicated is to bucMing hx9vidual truce members onlY. Additional temporary and permanent bra Yrg KWIC prevent of web and/or chard kalways recpAetl far s1abllByarM to pevenl cdlcyse with possExe persoM hIW and properly tlwndxle. Fw gerserd gultlarroe regartltrg the facalbnstorage, tleWery,wm D5889tmd SCSI (l+fEg9 Cemponenf 6904Pehe Ease0 rrun RaJbropexlolhuaesaWhuasWle31.NexordrkL VAM1CfMrb, SafetyWofm[dbrnvaldLlehoro tors Plate InsaMe, 278 N. Ice Sheet Sulie Jl2 Plexond4a VA 22314. Tanya, FL 33610 Job Truss Tmss Type Cry, Ply HUTCHINGS T75312293 75569 G3 Common 4 i • Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Oct 11 13:50:54 2018 Page 1 ID:SNJAac6zJsFSOKYZsGHjZ9yUW Rp-A8Tw5i_xRUodtGHEN91aWt07 WnvYYjmPOGBOdyUTJI 3x4 Scale=1:44.6 46 = 6x8 = ax4 = 'sxti = unv — 3x8 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CST. TC 0.44 BC 0.42 WR 0.78 Matrix -MS DEFL. In Ved(LL) -0.20 Ved(CT) -0.32 Horz(CT) 0.05 Wind(LL) 0.12 (loc) Udell Ud 7-9 >999 360 7-9 >994 240 6 n/a n/a 7-9 >999 240 PLATES GRIP MT20 2441190 Weight: 137 lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-1 cc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or7-5-15 oc bracing. SLIDER Right 2x6 SP No.22-6-0 WEBS 1Row at midpl 2-10 REACTIONS. (Iblsize) 10=956(0-8-0, 6=981/0-8-0 Max Horz 10=-206(LC 10) Max Uplift 10=-601(LC 12). 6= 607(LC 12) FORCES. Qb) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1131/951, 3-4=-1514/1244, 4-6= 16OGtIl88 BOT CHORD 9-10=-612/1063, 7-9= 485/923, 6-7=-951/1425 WEBS 3-9= 89/329, 37= 48417l 1, 4-7=J53f445, 2-10=11W/865 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.0psf; h=15tt; B=4511; L=26ft; eave=4ft Cal. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Extedor(2) G-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-4-0, Exlerior(2) 11-" to 14-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 last bottom chord live load nonconcunent with any other live loads. 4) ' This truss, has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Provide mechanical connection (by others) of Truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=601, 6=607. 6 ]a Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: October 11,2018 AWARNWG-Vw*dedgnpammefemandROIUNDTESONTFOSANDMCLUDEDN KRUIENANCEPAGES 7473rev.1G,A4/f0159EFOFEUSE Designv Id for use only vem tm.M con ofou. Rdsdesigr E based only upon palameters shovm.and 5for on ksdiNduat W16ng component. not 7 a tnns system. Before use. the WIW1g designer must v rffy the appticcUlly ofdeslgn parameters and properly aloolporate Ihh design into Do, oveful bWmngdaugn. BracinglrxdlcatedistopreventWck ooflndWd tnasweb lorctardmembersoNy. AddibraltemporaryorMpemrarentbroclig MiTek' Is oiwaw requl ed for slabllily and to prevent coil t with Possible personal kikay and property damage. For general guidonce T g cffrg the storage. delivery, eroccon and bracing of tomes and suss system,seeANSyIP11 Cually Cfderia, DS"9 and SCSI SuldhComponent 6904 Parkg e Eazt Blvd. 6904Park Solely fNolmaUeravcllode from ims Rate InstiMe. 218 N. Lee street. Site 312. Adexadrkx VA2231d. 33610 Jab Truss Truss Type ON, Ply HUTCHINGS T16312294 75569 G4 Common 3 1 • Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:50:552018 Page 1 ID:SNJAac6zJsFSOKYZsGHjZ9yU W Rp-eKt H70ich1cfE 1 rTo5g_6jOAOw6nH0Cweg?ly3yUTJk 5-8.12 1 114-0 1845.4 27-4.0 Sell 6E4— 7-4-4 8.7-12 3x4 E :-H Scale: 1/4' 1' 6x8 = 3x4 = 3xG = 3x4 = axa It 3x4 = 274E Plate Offsets (X Y)-- r4:03-0 0-3-01 f6'0-3-e Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(ILL) -0.21 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.33 7-9 >984 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 6 n(a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 7-9 >999 240 Weight: 140 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-103 oc purlins, SOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direc8y applied or 7-6-14 oc bracing. SLIDER Right 2x6 SP No.22-6-0 WEBS 1Row at micipl 2-10 REACTIONS. (Ib/size) 10=954/0-8-0, 6=1058/0-8-0 Max Horz 10=-216(LC 10) Max Uplift 10=-600(LC 12), 6--655(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1127/949, 3-4=-1498/1217, 4-6=-1596/1160 BOT CHORD 9-10= 5a5/l07O, 7-9=-457/929, 6-7= 916/1410 WEBS 3-9-94/332, 3.7--475/698, 4-7=352/443, 2-10=-1163/858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=1511; B--15ft; L=27f1; eave=4fl; Cal. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3.1-12, Interior(l) 3-1-12 to 11-4-0, Exterior(2) 11-4-0 to 14-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opst 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 = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=600, 6=655. Thomas A Albani PE No.39380 kliTok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNING-VedyVdslgnparamets..dAR DNOTES ON TMSANDUICLUDMMI KREF£RANCEPAGEM74Atee 1¢NQV20tS8U0vNFUSE. Design valld for use ody WIh Mnel�conns cton. BYs deslgt h based oNy urwn parameters Ywwn, and is for on NtliNdual Wilding comportenL not a tnrR system. Before use. the bWtling designer must veiny theapolcabllltyoldesign parameters mid popetlylncorporate mhdesign Into the overall IxIDdugtledM. firaciruglucl)cated Is to loreventlouckling of MNMi tmsavmbond/orc dmemb car y- -•�- MiTek' Fa Oeneralnd6=8ueOmdCcenp halwaysreatorcxe. se elVeas,arx4topreve Ixociapse tnrsspos bassisystempacANSVIoII Quart Ci ft CRerb, DSB-09aW BC31lu/dhg Component ante fotxicalkxt.sforage. tleMoleVorn 6904Perke East Blvd. InsIngo218 N.Leesearsystems lexandraVA@y BohfyfNotmoHarovdlable M1om InssS Plate buaMe. 218 N. Lee Sheet, 94te 312 Alexand�b. VA22314. Truss Teitge, R 33610 Job Truss Truss Type OIy. Ply HUTCHINGS T15312295 75569 GRA Hip Girder 1 1 ` Job Reference o Uonal . Gnam0ers I russ, Inc., ran Fierce, FL Sx6 = — 4 2a 2x3 II 5x6 = 29 5 30 316 Scale = 1:39.0 5x6 = as 11 3x4 = 4x6 — 2x3 II 3x4 = 2x3 11 5i6 3x4 = 3x4 = 234 0 .xa 15d-0 is 0-2 22-00 224,0 1-0 Plate Offsets(XY)-- 2-11.14 3d$ r1'0-1-00-1-111f4'0-3-00-2-4116'0-3-00-2-41 3A0 f9:4MO-i-111 3&0 382 2-tb14 ".01L LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.51 Vert(LL) 0.39 12 >720 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.37 12-14 >756 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) -0.06 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 113 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 1=1558/0-8-0, 9=1557/0-8-0 Max Horz 1=-120(LC 23) Max Uplift 1= 1340(LC 8), 9=-1340(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 13=-22692070, 3.4= 273612560, 4-5=-2542/2445, 5-6= 2542/2445, 6-7=-2736/2560, 7-9=-2268/2070 BOT CHORD 1-15= 1730/1974, 14-15-1730/1974, 12-14= 22422542, 11-12_ 2242Y2542, 10-11=4730/1973, 9-10= 1730/1973 WEBS 3-15=-262293, 3-14=-8291761, 4-14=-365/491, 5-12= 233/331, 6-11=365/490, 7-11=-8311762,7-10=-2631294 Structural wood sheathing directly applied or 4-1-9 oc puffins. Rigid telling directly applied or 4-11-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0ps1; h=15iC B=45ft; L=24ft; eave=oft; Cat. 11; Exic C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 1=1340,9=1340. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ib down and 411 lb up at 8-0-0, 150 lb down and 204 to up at 1 D-0-12, 150 Ito down and 204lb up at 11-8-0, and 150 lb down and 204 lb up at 13-3-4, and 231 lb down and 411 It, up at 15.4-0 on top chord, and 2781b down and 376 lb up at 8-0-0, 80 It, down and 28 lb up at 10-0-12, 80 Ito down and 281b up at 11-8-0, and 80 ib down and 281b up at 13-3-4, and 2781b down and 3761b up at 15-3-4 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+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 4.6= 54, 6-9=-54, 16-22= 20 Thomas A. Albani PE No.39380 LiiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Ode: October 11,2018 ®WARNING- Veriydeslgnparamatemand REAONOTESONT ANOWCLDOWMNEKBEFERANCEPAGEMO-7473.e.. 1oV1c?0159EF0REOSE Design VdW fot the oNY with MRekD connectors. itJs desgn k based oNY upon Vatameters clown. and lsfor M 6idMdUai building comporent net atoms system, sefom rae, the b orn0 deslgnel must verity the oppllcabtlly ofdesign parometersand Voperly incorporate ink design into Ire overall desl9n. Indicated Is buckling lncivMud imssweb members only. Addlllorwl tempomy and p "r nt bradtg M!Tek' buOding among to prevent of and/or chord kalwaysrequkedfor sloDlllryontl to prevent collapse wahneamlepersorlolhlurYandieuxorlY damage. For gerord OWtlance tegording the fatxicatiomstorage, delivery erection end bracing of imaesatd truss systems, seeANWIPII Oua/lyC&SM, DSB49 and film Buldblg Camponenf 6904 Parke East Bind. Svby[nl0analbrgvdlable horn Truss Rate InstiMe, 216 N. Lee Street. Site 312, Alexandra, VA 22314. Tomi FL 33510 Jab Thus Truss Type Oty, Ply HUTCHINGS T15312295 75569 GRA Hip Girder 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 6 Mar 112018 MITek Industries, Inc. Thu Oct 11 13:50:58 2018 Pagel ID:SNJAac6zJsFSOKYZsGHjZ9yUW Rp-2viPISIV_g_D5Ua2TDDhkM2fs74MUUNMKdEPZOyUTJh 4-314 3a0 iL30 15-4-0 1&0-2 i d-3TT— I la-2 3a0 1 3a-0 36-2 I 4514 Scale=1:39.0 5M 2x3 11 Sx6 = 4 28 29 5 W 316 Sx6 = 2x3 II 3x4 = 4x6 w It 3x4 = 2rLi I Sx5 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.51 Vert(LL) 0.39 12 >720 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.3712-14 >756 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.29 Horz(CT) -0.06 9 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-MS Weight: 1131b FT=20o,' LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-9 cc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. WEBS 2x4 SP ND.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x6 SP No.22-6-0 REA&IONS. (Ib/size) 1=1558/0-8-0, 9=1557/0-8-0 Max Horz 1=-120(LC23) Max Uplift 1=-1340(LC 8), 9=-1340(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 13= 2269/2070, 3-4= 2736/2560, 4-5= 2542/2445, 5.6= 2542/2445, 6-7=-2736/2560, 7-9=-2268/2070 BOT CHORD 1-15= 1730/1974, 14-15=-1730/1974,12-14= 2242t2542, 11-12= 2242/2542, 10-11= 1730/1973, 9-10= 1730/1973 WEBS 3-15= 262/293, 3-14= 8291761, 4-14=365/491, 5-12=-233MI. 6-11= 365/490, 7-11= 831/762,7-10-21KW94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDIl3.0psi; h=15ft; B=45ft; L=24g; eave=oft; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (directional); cantilever left and 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 my other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fit=lb) 1=1340, 9=1340. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 411 It, up at 8-0-0, 1501b doom and 2041b up at 10-0-12, 1501b down and 2041b up at 11-8-0, and 150Ib down and 2041b up at 133-4, and 231 lb down and 411 It, up at 15-4-0 on top chord, and 278lb down and 376 lb up at 8-0-0, 80 lb down and 28 lb up at 10-0-12, 80 It, down and 28 Ito up at 11-8-0, and 80 lb down and 28 to up at 13-3-4, and 2781b down and 376 lb up at 15-3-4 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 Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6= 54, 6-9= 54, 16-22= 20 Thomas A. Albani PE No.39330 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa FL 33610 Data: October 11,2018 0 WASHING-Vedryd.19S par4mvt.endfi AONOTE50Nfl MDMCLUDEOMREKNEFENANCEPAGEM674Mrev.10 15eEFOAEUSE ' Design N tledgn6b�arotl this r ompinto oneM.noMAndedgn. ins �y Incomorcu design bd9valklforuseonty. IV, uldricnnnecer must flty ofbnparamerendmwnm.andWinery DackV t KWICKWICKWIChd cgcaledbopelbroUgofMu¢w�acMdmemrs cO recpAe f«dobamaWto Oreventcdl455a hpomMeOersa�Nut proM,ty a Oge. For general guklmce regor�g Me tabrkvibn storage. delNew. erection and bracing of mnsesaul lrussyslems seeANN1P11 Gu&WCtle+b. DS249 and BCSffuldlry Component 6904 Parka East 8W. SalelykdeATOfbrOV(9�le Gan Inns flute hvsaMe. 218 N. Lee sheet a4te 312. Alexandria. VAM314. Tmrya. FL =10 Job Truss Truss Type Oty, Ply HUTCHINGS T15312296 75569 GRB Common Ginter 1 2 Job Reference fogbonall Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:50:59 2016 4x5 11 Scale = 1:39.6 16 AM — THD26 5x8 MT18HS = HUS26 HUS26 HUS26 HUS26 Bz10 3z4 I fOz10 = 3� II 8x10 = HUS26 HUS26 LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.84 BC 0.92 WB 0.44 Matrix -MS DEFL. in Vert(LL) 0.37 Vert(CT) -0.41 Horz(CT) 0.06 (too) Well Ud 7-9 >723 240 7-9 >656 240 5 rVa n/a PLATES MT20 MT18HS Weight: 243 lb GRIP 244/190 2441190 FT=20°/, LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-3 cc puffins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied orb-0-12 cc bracing. WEBS 2x4 SP No.3'Except* 3-7:2x4 SP M 30 WEDGE Left: 2x4 SP No.3, Right: 2x6 SP No.2 REACTIONS. 01alsize) 1=4873/0-M.5=5831/0-" Max Horz 1=168(LC 7) Max Uplift 1= 3404(LC 8), 5_=3858(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (1b) orless except when shown. TOP CHORD 1-2_ 9463/6700, 2-3= 8370/5785, 3-4-6382/5795, 4-5�1077177167 BOT CHORD 1-9=-6038/8602, 7-9--6038/8602, 6-7=6511/9863, 5-6=-6511/9863 WEBS 2-9=321/934, 2-7=1052/1001, 3-7=-4111/6020, 4-7=-2456/1531, 4-6 -1076(1891 NOTES- 1) 2-ply truss to be connected together with 10d (0.131')(3') nails as follows: Top chords connected as follows: 20 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5.0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.OpsF h=150; B=45ft; L=24ft; eave=4fC Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwse Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=3404, 5=3858. 9) Use USP THD26 (With 16d nails Into Girder & NA913 nails Into Truss) or equivalent at 8-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use USP HUS26 (With 16d nails Into Girder & 16d nails Into Truss) or equivalent spaced at 2-0-0 oc max starting at 10-0-12 from Thomas A. Alban! PE No.39330 the left end to 20-0-12 to connect truss(es) to back face of bottom chord. MiTek USA, Inc. FL Cart 6634 11) Fill all nail holes where hanger Is In contact with lumber. 8904 Parke East Blvd. Tampa FL 33810 LOAD CASE(S) Standard Date: October 11,2018 A WARNNG-Vedfydaelgnparnmetem=dREAONOTES ON MM AND MCLUVMO KREFERANCEPAGEM674Tarvw IQW20159EFOREUSE Design valid fot use only wiM Iv fat connectors. Thin desgn Is bused oNy Upoh parameters drown, and b for on IntlMdual MOding canporen6 not a Irm sydem. Before use. the bdiding doskner mud verify the appllcaNity of ded9n paranolem end propedy Incorporate mils design Into me, overall bIDdngdedfjn.&MbVg dlcatedkioprevenlbucklhgoflMMduoltmsswebarxl/achordmembmr y. AcUl4onoltemporaryondpermonentbroc4p MiTek' k olways regWetl fa stabailyasM fo pevenicalcpvi with posmle persawl ypyaM lxopedy danage. For gerxval gWtlalce regarMgthe faMtykft laa0e,tlel 059-0g runt BCSr Brrltllny Component rectwn and lxachg o218 s, Tamp Parke East BNd. Aexandric, VA2231ClRebr, So'NtyfRonnallornvalloblemum ln¢s Plate trnaMe. 218 N. Lee Sireet.9rite 112 Alexandria. VAY4314. ofr N. Lee eetauto31 Tampa, FL 33610 Job Truss Truss Type Ol); Ply HUTCHINGS T15312296 75569 GRB Common Girder 1 n G Job Reference o 6onal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Oct 11 13:50:592018 4x5 II Jg Scale = 1:39.6 4x12 = THD26 Sze MT18HS = HUS26 HUS26 HUS26 HUS26 Bx10 II 3x4 it 10z10 = 3x8 8z10 = HUS26 HUS26 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TC 0.84 BC 0.92 WB 0.44 Matrix -MS DEFL. in Vert(LL) 0.37 Vert(CT) -0.41 Horz(CT) 0.06 Qoc) I/dell Ud 7-9 >723 240 7-9 >656 240 5 n/a We PLATES MT20 MT18HS Weight: 243 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purtins. BOT CHORD 2x6 SP 240OF 2.OE BOT CHORD Rigid ceflIng directly applied or 8-0-12 oc bracing. WEBS 2x4 SP No.3'Except* 3-7: 2x4 SP M 30 WEDGE Left 20 SP No.3, Right 2x6 SP No.2 REACTIONS. Qb/size) 1=4873/0-8-0,5=583l/0-8-0 Max Harz 1=168(LC 7) Max Uplift 1= 3404(LC 8), 5=3858(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-9463/6700, 2-3= 8370/5785, 3-0= 8382/5795, 4-5=-10771/7167 BOTCHORD 1-9=-6038/8602,7-9=6038/8602,6-7=6511/9863,5-6=E511/9863 WEBS 2-9=-821/934, 2-7=-1052/1001, 3-7=4111/6020, 4-7=-2456/1531, 4-6=-1076/1891 NOTES- 1) 2-ply tmn to be connected together with 10d (0.131'X3) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave--4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 pst bottom chord live load nonconcument 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 lall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to basing plate capable of withstanding 100 ID uplift at joint(s) except Qt=lb) 1=3404, 5=3B58. 9) Use USP THD26 (With 16d nails Into Girder & NA9D nails into Truss) or equivalent at 8-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from Thomas A Albani PE No.39380 the left end to 20-0-12 to connect truss(es) to back face of bottom chord. MiTek USA, Inc. FL Cart 6634 11) Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd. Tampa FL 33810 LOAD CASE(S) Standard Date: October 11,2018 A WARNING-Vm[yd /9nparametm=d REA0N07ED ON 7MSANDINCLUOEDA1ff KREFERANOEPAGENtr)41Jrev. 10=015BEFORE USE Duil,n vGid far use only with MlFekD conhectas. This design is based only anon paaneterssto and b far m Individual Wlda component not �R- ■■ a tru system. Before use, Ito laulnlng designer must veilfy the appUaab]lry of design paamelera and prop my IncOtporale Bffi design Into the overall eMo AtlatlonailemporaryaMpermorieniMaclrg MiTek' buldIgdedgn.&adnOltdkotedlstopfevenlbucldlrgot MMdualh=webond/achordmern y. h aways required for stadllty antl to prevent collapse with poable peisonol h)ay and property damage. For general guidance regardUg the 62N Patka East Blvd. foliatbn.storage. denvery, erection antl bractV of inures oral irum systems, s A/I31/(pIt Quality ClQerb, D&B-89 antl JIM 80del9 Component Tampa, FL 3361 D Safety ixormaAomvdWde from Irus Rate hstlMe, 218 N. Lee Street. Sidle 312 Alexonxift VA 22314. Job T—a Truss Type Ply HUTCHINGS T15312297 75569 GRD Half Hip Girder �Q% 1 1 ' Job Reference o tional . uramoeu buss, Inc., bon Fierce. I-L osausrviv nca �a inuennmusmes, uw. um vuu raa rv<cmo Scale = 1:68.2 5xe MT18HS = 5.00 FIT 4 M = 2x3 II 5x8 MT18HS = 2x3 11 5x10 = 3.4 11 26 0 5 28 29 30 6 7 31 32 8 M 34 8 35 36 10 19 18 17 37 16 38 39 15 40 14 41 73 42 q3 12 � 45 11 2x3 11 2x3 11 2x3 11 3x5 = 5x8 MT18HS = 010 = 4x12 = 6x10 MT18HS = 3x4 = 5x8 MT18HS = Ida 100 4a14 800 1P144 1e-11s Yfz-1 2&z-z 3ida 1 �1o�To z-1in4 I aa-: 1 s1.14 1 saz 1 saz soz s LOADING (Psf) SPACING- 2-0-0 CS1. DEFL. in Qoc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) 0.67 15-16 >597 240 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.66 15-16 >602 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.94 Ho2(CT) -0.18 11 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD 1-17:2x4 SP M 31 WEBS WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-&0 REACTIONS. Qb/size) 12368/0-8-0, 11=2466/Mechanlcal Max Horz 1203(LC 8) Max Uplift 1= 1929Q.0 e), 11=1990(LC 8) FORCES. Qb) -Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 13=3716/3127, 3-4= 4392/3747, 4-5= 5596/4689, 5-7= 5596/4689, 7-8= 5124/4179, 8-9= 5124/4179, 10-11=23=54 BOT CHORD 1-19=-2848/3228, 18-19=-2848/3228, 16-1"532/4056, 15-16= 4885/5933, 13-15= 4885/5933,12-13=-2591/3196,11-12=-2591/3196 WEBS 3-19= 260/274, 3-18= 867/914, 4-18--67/285, 4-16=-1384/1842, 5-16= 566/635, 7-16=414J280, 7-15= 9/401, 7-13= 976/852, 8-13_ 528/591, 9-13= 1915/2325, 9-12-0/430, 9-11=-3802/3083 PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 184 lb FT=20% Structural wood sheathing directly applied or 2-6-15 oc purtins, except end verticals. Rigid ceiling directly applied or 3-3-4 no bracing. 1 Row at midpt 9-13, 9-11 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--1.2psf; BCDL-3.0psF h=1511; B=45ft; L=33f : eave--41; Cat. II; Exp C; Encl., GCpI=-0.18. MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This taus has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Gt=1b) 1=1929, 11=1990. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 4161b up at 8-0-0. 150 lb down and 204 lb up at MO-12, 150 Ito down and 2041b up at 12-0-12, 150 lb down and 204 Ib up at 14-0-12, 150 lb down and 204 lb up at 16-0-12, 150 Ito down and 204 lb up at 18-0-12, 150 lb down and 204 Ib up at 20-0-12, 150 lb down and 204 lb up at 22-0-12,150 Ib down and 204 lb up at 24-0-12, 150 Ib down and 204 lb up at 26-0-12, 1501b down antl 204 lb up at 28-0-12, and 150 Ito down and 204 lb up at 30-0-12, and 150 lb down and 2D4 lb up at 32-0-12 on top chord, and 278 lb down and 376 lb up at 8-0-0, 80 lb down and 28 In up at 10-0-12, 80 Ib down and 28 lb up at 12-0-12, 80 lb down and 28 lb up at 14-0-12, 80 lb down and 28 lb up at 16-0-12, 80 lb down antl 28 lb up at 18-0-12. 80 lb down and 28 Ib up at 20-0-12, 80 lb down and 28 lb up at 22-0-12, 80 lb down and 28 lb up at 24-0-12. 80 in down and 28 lb up at 26-0-12, 80 In down and 28 In up at 28-0-12, and 80 lb down and 28 In up at 30.0-12, and 80 lb down and 28 Ito up at 32-0-12 on bottom chord. The design/selection of such connection Thomas A. Albani PE No.33380 MTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa FL 33810 Data: , October 11,2018 A WARNING -Verily EeslgnpsramereM=d FEADN07ES ON TN MDMCLUOEDANIU(RU NANGEPAGEa01-1473rev. 1&V3MF56EFOREUSE Design volki foruse only Wan MdleA9 connectors l design is btsedonly upon paamelers ahowrx antl is for M kxfl ual bUldng component not �r ■■ a tn8 system. Before use. Ithe buac9ng desigrner must vedty the apPlicabaltyci design parametersantl properly yscoporate tbts design Into the overall buldhgdesign.&achngln,]IcatedIstobucHingofaMMtlual members only. Adodlonaltemporaryandpennonentbrochig MiTek' prevent m web ond/orchord Is always required for sickeatymcl to prevent collcpse with possible personal lnkm/ and property ctanage. Fcrgenemigdconceregacllrgiho fable allatstoage, tlelivery. oecibn antl brocag of lrusesarWfiasysterr¢seepNSf/(➢/I py��y LMRrb, DSld9 aiMSC516ul�rp CampanMf 69MPerko EastBN4. Tarnpa,FL 33610 VASafetykdommc amfisPlOeMMe,218N.LeShef.9rlte]12Aexa514. Job Truss Truss Type Dry, Ply HUTCHINGS T15312297 75569 GRD Half Hip Girder 7 1 Job Reference o tional enamoers I russ, Inc., ron Helen, 11 U.I JU s Mar]] ZVI a MI I ert mUU5trle5, Inc. I nu Ucr I I IJ:J I:ve Zu 10 rd9n I FSOKYZsGHjZ9yU W Rp-xgywbgo?2vUla6tpi3lduCCHYIMyQ7HxFFCdi9yUTJd Scale = 1:58.2 5x8 W18HS = 3xe = 2x3 II 5n8 Mr18HS = 253 II Sxto = 3x4 11 5.00 12 4 26 27 5 28 29 30 6 7 31 32 8 33 34 9 35 36 10 19 18 17 37 16 38 39 15 40 14 41 1d 42 43 14 44 45 II 3x5 = 2x3 5xe MT18HS = 4x10 = 2x3 11 4x12 = 2x3 11 6x10 MT18HS = 3x4 = 5x8 MTIeHS = td-0 4" 4114 a00 nil-td 161-15 23$1 2822 ?34-0 1 f-a0 2941d 3a2 5144 562 SA2 502 5144 Gd-0 Plate Offsets(XY1-- f1,0-1-00-1-101 f4:0-5-40-2-41 f6:0-4-0Etlael LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.67 15-16 >597 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.66 15-16 >602 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) -0.18 11 n/a rva BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 184 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD 1-17: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 1=2368/0-8-0, 11=2466/Mechanlcal Max Horz 1=203(LC 8) Max Uplift 1-1929(LC 8). 11— 1990(LC 8) FORCES. (Ib) - Max. Cc mp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 13-3716/3127, &4= 4392/3747, 4-5= 5596/4689, 5-7= 5596/4689, 7-8= 5124/4179, 8-9=-5124/4179, 10-11=-233/254 BOT CHORD 1-19= 2848/3228, 18-19-2848P3228, 16-18=3532/4056, 15-16=-4885/5933, 13-15=-4885/5933, 12-13=-2591/3196, 11-12-2591/3196 WEBS 3-19-260/274, 3-18= 867/914, 4-18— 67/285, 4-16=-1384/1642, 5-16= 5661635, 7-113 4141280, 7-15-91401, 7-13= 976(852, 8-13= 528/591, 9-13= 191512325. 9-12=0/430, 9-11-3802=133 Structuml wood sheathing directly applied or 2-6-15 cc pui ins, except end verticals. Rigid ceiling directly applied or 3-3-4 cc bracing. 1 Row at midpt 9-13, 9-11 NOTES 1) Wind: ASCE 7-10; Vuit=170mph (&second gust) Vasd=132mph; TCDL=4.2ps4 BCDL=3.Opst; h=1 Sit; B--15ft; L=3311; eave=ltt; Cal. II; Exp C; Encl., GCpI=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except gt=lb) 1=1929. 11=1990. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ito down and 4161b up at 8-0-0, 150 lb down and 204 lb up at 10-0-12, 150 lb down and 204 lb up at 12-0-12, 150 lb down and 204 lb up at 14-0-12, 150 lb down and 204 lb up at 16-0-12, 150 Ito down and 204 lb up at 18-0-12, 150 lb down and 204 It, up at 20-0-12, 150 lb down and 204 lb up at 22-0-12, 150 Ito down and 204 to up at 24-0-12. 150 lb down and 204 lb up at 26-0-12, 150lb down and 204 lb up at 28-0-12, and 150 It, down and 204 lb up at 30-0-12, and 150 It, down and 204 Ito up at 32-0-12 on top chord, and 2781b down and 376lb up at 8-0-0, 80 to down and 28 It, up at 10-0.12, 80 lb down and 28 lb up at 12-0-12, 80 lb down and 28 lb up at 14-0-12, 80 Ib down and 28 lb up at 16-0-12, 80 lb down and 28 It, up at 18-0-12, 80 Ito down and 28 lb up at 20-0-12, 80 lb down and 28 lb up at 22-0-12, 80 lb down and 28 lb up at 24.0-12, 801b down and 28 Its up at 26-0-12, 80 Ito down and 28 lb up at 28-0-12, and 80 lb Thomas A. Albani PE No.39380 MiTek USA, Ino: FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 4 4 nn4 c down and 28 lb up at 30-0-12, and 80 to do= and 28 lb up at 32-0-12 on bottom word. I ne aeslgniselecuon os such connection ��•���� A WARMMG-VedlFdes/gn Par Wns and READ MoI ON rtGS AND MLUDW hIREK REFERANCE PAGE M 7473 rev. 1G 15 BEFORE USE Design Wld for Use only, Win Mtieka conneclors.itn&design h basc<f only Upon paanetes shown aul is for anWaling component.not ��• L a truss system. Before use, fine bGdlrg designer must ve4fy the applicabalty of design paameters and property incorporate this design Into the overall Additional temporary mtl permanent bracing MiTek' bulargdesign. HacBgltbleated[stopreven]Wctlingofhdlvklualhusweband/orcr rdmembersoNy. Isalways regdred for stablllty and to prevent collcpse With possmle personal bicy antl pmpedy damage. For general guidance fegaa9fg tine 69M Parke East Blvd. laakatbn.storage, tleiNery, erecibn and bracing of lasses antl hussystemc seeAN51/(pli CUaA9 Criteria, DW49 mW ECSl SuMbg Component Taapa, FL 33610 Sohfy9do1maflomvUlable hom inn %ale hnsnMe. 218 N. Lee Sheet SWie J12. Plexantlrta VA225514. Job Truss Truss Type OIy. T75312298 =1fi 75569 GRE HIP GIRDER 1 . Chambers Truss, Inc., Fort Pierce, FL 8.130 s mull 2018 MITek maustnes, Inc. Thu Oct 11 13:51:(P4 2018 Page 1 OKYZsGHiZ9vUW RD-t33h7VDFaWINoP1 COUK5_dlmhYEJuFwEiZhlm2yUTJb Scale =1:18J 4x4 = 15 4x8 = axe II axe II LOADING (psf) _ SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.23 BC 0.23 WB 0.03 Matnx-MS DEFL. in Verl(LL) 0.06 Ven(CT) -0.04 HOrz(CT) -0.01 Doc) Well Ud 5-6 >999 240 5-6 >999 240 4 n/a n1a PLATES GRIP MT20 244/190 Weight: 46lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Leff 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 1=419/0-8-0,4=419/0-8-0 Max Hoe 1=60(LC 7) Max Uplift 1=-570(LC 8). 4- 570(LC 8) Max Gmv 11322(LC 17), 4=i22(LC 18) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/536, 2-3-3021509, 3-4— 374/537 BOT CHORD 1-6=436/302, 5-6-440/302, 4-5-437/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; 11=1511; B=45B; L=24f; eave-4tC Cat. II; Exp C; Encl., GCpl--O.18., MW FRS (directional); cantilever left and right exposed; porch left and 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 nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at Joinl(s) except (t=lb) 1=570, 4=570. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 212 lb up at 4-0-0, and 931b down and 891b up m 5.8-12, and 133 Ib down and 212 Ib up al 74-0 on top chord, and 74 Ib down and 9 Ib up at 4-0-0, and 571b down and 41b up at 5-8-12, and 74 Ib down and 9lb up al 7-34 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the muse 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 (pit) Vert: 1-2-54, 2-3-54, 34=-54, 7-11=-20 Concentrated Loads (lb) Vert: 2=-9(F) 3-9(Fj 6=9(F) 5=9(F) 15=4(F)16=4(Fj Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A wARKNG-Vedrydetlgnp..fay.dREADNOTEe ON i MDBSLUDtD/4REKNEFENANDEPAGEA 74T3mv. 10D 2015eEFOAEVSE Designvteforureor4y,lth Mdlid coesigmrs.wl%resfytkbmetl pgnm =etewh,andhforatca atl lh1tdegnIlaoI1heowr1 ahrassystem. Beforerglthebu isttleslgrtnmullverifythelviducaheltyofdeslgnrcmetersa properly Ncolporate Mils tles�ln Intothe overdl iyof los,,dupltnasweD antl/or bracap MiTek' ro,em,eunage. oY.Atlallonaltemnce reartlpetmarienl KC vov mq,,. for Stability ondtosteVe, jopsolrtgof hbdcolri,sl e. dually, andlopreventcalcpse wattp andlpc 4otel�lur/ANSMopedytloy CrIf For generandBCaeregararxl the fablcalMtslore9e. delivery, erection of systems seeexandNr D56d➢aM lG5l BuWlgJ Component ae04PaR. East Blvd, VAM1GRarb, Tm Rubracag 18N. me 5afalyfNpemafbrnvdlaxe hom Tnm floe aanMe, 21a N. Lea Sfree1, S11e 312 Alexandaa VA22314. Te�rya, FL 33610 Job Truss Truss Type Cry. Ply HUTCHINGS T75312299 75569 GRG Hip Girder t 1 Job Reference o tional Gnamvers I russ, Inc., "a Pierce, 1-L a.TJa Smar,izaiomriea umusmes,n.. i nu was I, ro:anaf cm o ragei I D:SNJAac6zJsFSCKYZsGHjZ9yU W Rp-HelpeXs8tR7ygtmmVctobFweYlAf5 W uhOXvONNyUTJY M14 80.0 13-0.8 1e-7-7 24-0-0_ 27 --- —4314-5.2.13 I 54.9 r &8.2 Scale = 1:53.9 5x6 = 3x4 = axe = 516 = 5.00 12 4 30 31 6 32 33 U 35 36 6 37 38 7 3x4 3x4 4x8 5 3 a 4xB xa = 2 9 5x8 17 16 3e 40 15 41 14 42 13 43 3x4 = 2x3 11 3x8 = 3x4 = 5x3 NITISHS = 2x3 11 14-0 44 12 3x8 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.77 BC 0.63 WB 0.40 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in Coe) Well Ud 0.52 13-15 >740 240 -0.51 13-15 >757 240 -0.15 10 Na PIG PLATES MT20 MT18HS Weight: 170 lb GRIP 2441190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. 4-7: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-7 oc bracing. BOT CHORD 2x4 SP M 31 WEBS i Row at midpt 5-16. 6-12 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x6 SP No.22-6-0 REACTIONS. Ob/size) 1=2199/0-8-0, 10=219910-8-0 Max Horz 1=132(LC7) Max Uplift 1-1 842C-C 8), 10-1842(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 13--3422/2979, 3-4_ 4029/3561, 4-5= 3758/3388, 5-6=-5047/4417, 6-7=-3758/3388, 7-8=-0029/3560, 8-10= 3422/2979 BOT CHORD 1-17— 2515/2972, 16-17= 2515/2972, 15-16= 4214/5047, 13-15= 4216/5047, 12-13=-421615047, 11-12-2515(2972, 10-11=-251512972 WEBS 3-17-2331256, 3-16=-854/926, 4-16= 744/968, 5-16-1575/1224, 5-15=-14/422, 6-13=0/422, 6-12= 1576/1227,7-12=-744/968,8-12=-855/925,8-11= 233/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=15f; B--15ft; L=32ft; eave=4ft; Cat. II; Exp C; End., GCp1=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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-&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 beating plate capable of withstanding 100 lb uplift at joint(s) except Bt=1b) 1=1842, 10=1842. 8) Hanger(s) or other connection device(s) shall be provided suiticlenl to support concentrated load(s) 231 Ib down and 416 lb up at 8-0-0, 150 Ib down and 2041b up at 10-0-12, 1501b down end 2041b up at 12-0-12, 1501b down end 2041b up at 14-0-12, 1501b down and 204 Ib up at 16-0-0, 1501b down and 204 Ib up at 17-11-4, 150 Ib down and 204 Ib up at 19-11-4, and 1501b down and 2041b up at 21-11-4, and 231 Ib down and 415lb up at 24-0-0 on top chord, and 278 Ib down and 3761b up at 8-0-0, 80 Ib down and 281b up at 10-0-12, 801b down and 28lb up at 12-0-12, 801b down and 28 Ib up at 14-0-12, 801b down and 281b up at 16-0-0, 801b down and 28 Ib up al 17-11-4, 801b down and 28lb up at 19-11-4, and 8o lb down and 28 Ib up at 21-11-4, and 278 Thomas A. Albani PE No.39380 III down and 376lb up at 23-11-4 on bottom chord. The deslgn/selection of such connection device(s) Is the responsibility of others. IdtTek USA, Inc. FL Cart 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Dale' October 11,2018 A WARNING- VedfydWmpararnetervend READ NOTES ON TNISAND WCLODEDMITEKIRE£ENANCEPAGEM➢-7473r .. iDNUZ20158EFOREDSE us.Irt1 designkbasedoNyuponparametersdrown.cad5fory � aarportthis descomponent,not abustsystem. Beforeuse,the Melmrxftleslgrrntmustverity ItMapplkavzwetleslgn paardmem1 Vapory hcoipomte rots design Into the overall system.bulanaonneaer must bating &acYlghWkatdtis Adneralg iea arcmgm,onenibraGrg MiTek' resign. uplrmss lhpzyc/orchordmem rage. F. fl regaWrg lire guidance prevent For generaltnd y4ib posndfruersyste Is always requlretlforslavery. andbnancil %seeAdproperyday Cita DSBd9Ond BC51fIDltlrnP component aril bracing of trusses santl Russ systems BCSI cored f Salary Temp Parke=1BHd. Mostorage,d Icableerection Aexandr1a. VA22314. SOhfy hMmtalblgvallabe hen Truss Plate Institute. 218 N. Lee Sheet. Sulie 312 Plexantlr¢ VA22314. lartga, FL 33610 Job Truss Truss Type ary, Ply HUTCHINGS T15312299 75569 GRG Hip Girder 1 1 Job Reference (optional) chambers Truss, Inc., tort Mica, t-L n.lau s Mar 112m0 Ml I e6 maasmes, Inc. Inu V0r 11 r3:al:af ZVra Sx6 = 3x4 = 3x8 = 5x6 = 4 30 31 5 32 33 34 35 36 6 37 38 7 Scale = 1:53.9 3x4 403 i 3 8 4xa g = 2 9 5x6 17 16 39 40 15 41 14 42 13 43 3x4 = W 11 3x8 = 3x4 = 5x8 MT18HS = 2a3 11 12-0 12 3x8 = 3x4 = 32-0-0 LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.77 BC 0.63 WB 0.40 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) In (roc) Udell Ud 0.52 13-15 >740 240 -0.51 13-15 >757 240 -0A5 10 rVa rva PLATES MT20 MT18HS Weight: 170 lb GRIP 244/190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or2-11-10 oc pudins. 4-7:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-7 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 1 Row at midpt 5-16, 6-12 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 1=2199/0-8-0.10=219910-8-0 Max Horz 1=132(LC 7) Max Uplift 1= 1842(LC 8), 10=-1642(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3---3422/2979, 3-4=-4029/3561, 4-5= 375W3388, 5-6=-5047/4417, 6-7=-3758/3388, 7-8-4029/3560, 8-10-3422/2979 BOT CHORD 1-17-2515/2972, 16-17— 2515/2972, 15-16= 4214/5047, 13-15= 4216/5047, 12-13=-4216/5047, 11-12=-2515/2972, 10-11-2515/2972 WEBS 3-17=-233/256,3-16=-854/926,4-16=-744/968,5-16= 1575/1224, 5-15=-14/422, 6-13=0/422, 6-12= 1576/1227, 7-12= 744/968, 8-12= 855/925, 8-11-233/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=32ft; eave=4tt; Cat. II; Exp C; End., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcunenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except 0(=1b) 1=1842,10=1842. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 415lb up at 8-0-0, 1501b down and 2041b up at 10-0-12, 1501b down and 2041b up at 12-0-12, 1501b down and 2041b up at 14-0-12, 1501b down and 2041b up at 16-0-0, 1501b down and 204 Ib up at 17-11-4, 1501b doom and 2041b up at 19-11-4, and 1501b down and 2041b up at 21-11-4, and 231 Ib down and 415 Ib up at 24-0-0 on top chord, and 2781b down and 3761b up al 8-0-0, 801b down and 28 Ib up at 1 D-0-12, 80 Ib down and 28 Ib up at 12-0-12, 801b down and 28 Ib up at 14-0-12, 80 Ib down and 28 Ib up at 16-0-0, 80 Ib dovm and 281b up at 17-11-4, 801b down and 281b up at 19-11-4, and 80lb down and 281b up at 21-114, and 278 Thomas A. Albani PE No.39360 lb down and 376lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. Mink USA, Inc. FL Cart 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: October 11,2018 Q WARMMG-Verifyd0Wsnpafam&0==dRE4DN0TES ON T70SANDWOLUDMNNEKRUM4NLEPA0EW7M/ . 1GM2015BEFORE USE Design vald for use crdywnh MBeA`d connaclas. Thtsdeslgn b bosad miy upon gxameters shown, and h far an hnmMaRtal buadhp component, nol a tmssystem. Before use. the buldrig designer must verily the opplicatAly otdeslgn parametersarxf propely incorporate this design hate the overall bA<9rpde9gn. Brachngtrdk Wu IlWofhMivl ltn AddltlonallernwroryandpelmanentNaclW MtTek' edlslogevent weband/OrchardmembeMOrly. Ealways regUred for stabalN and to prevent collage with possible parental rM and properly damage. nor genera gultlanco regan9ng the fabkWbr storage, tlelNery, erecaon arw Gachp of tmsesantl Inmsystems seeANSI/1P11 GuofPy Creeda, OSB-09 a1W NeilWWtrtg Component 69N Parke East BNtl. S fy kdormalbrgvmo a from Truss Bate huaMe. 218 N. Lee street. Site 312 Alexmxl4a VA 22314. Tarrya, FL 33610 Job Truss Truss Type Gag Ply HUTCHINGS T75312300 75569 GRK HIP GIRDER 1 1 Job Reference (optional GnamOers truss, mc., 3&14 Forr Pierce, FL 6-0-0 11-]-7 8.130 unm, 112016 m. „-CC, 1. 13.e1. G20,o paga ID:SNJAac6zlsFSOKYZsGHjZgyU W Rp-iDRyGZu09MVXXKVLAkRVDuYd3z541In74V82_hyUTJV 1&1-2 195-14 24-0-9-2__.-_--- 53-14- 28=2- 47-] - 45-11 45-11 45-11 4-]-] 2 e-2 3-314 Scale = 1:57.6 5x8 MT18HS = 3x4 - Sx8 MT18HS = 5.00 Fl2 4x6 = 3x4 = Sxe Mi18HS W B = 4x6 = 3 32 334 34 35 5 36 3738 6 7 39 8 40 41 9 --a wa� -- 19 42 18 17 43 44 16 45 4647 75 48 49 14 13 50 12 516 = 4x12 6x8 MT18HS = 2x3 11 2.3 11 3.4 = 4,02 5,6 = 3x4 = 5.8 MT18HS = 3x4 = 1d-0 348-0 6-0O P77 512 19614 24h9 2660 33-0-0 a3 fi0 �1.00 4.].7 1 4s11 4sn 1 bsn 1 4.].] bao�46� LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 1.25 15-16 >333 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.78 15-16 >534 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 HoR(CT) -0.31 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 179 In FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP M 31`Except* TOPCHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. 7-9: 2x4 SP M 30 BOT CHORD Rigid ceiling directlyapplled or 2-3-6 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at mldpl 4-19, 8-12 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 SLIDER Left 2x6 SP No.2 3-1-12. Right 2x6 SP No.2 3-1-12 REACTIONS. (lb/size) 1=192210-8-0, 11=1926/0-8-0 Max Hors 1=102(LC 24) Max Uplift 1= 2648((-C 8). 11- 2654(LC 8) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=327/494, 2-3--3321/4693, 34=3114/4464, 4-5= 4986f7O73, 5-6- 5949/8439, 6-8- 5007/7108, 8-9= 312(1/4473, 9-10=3327/4703, 10-11---329(497 BOT CHORD 1-19= 3221/2339, 17-19= 6921/4986, 16-17= 8287/5949, 15-16=3287/5949, 14-15= 8287/594% 12-14-6956f5007, l l-12---3231/2344 WEBS 2-19- 11777873, 3.19= 1410/932, 4-19=-2167/3002, 4-17-10441687, 5-17=-112611571, 5-16=331/283, 6-15=309/284, 6-14-1102/1530, 8-14=-10391685, B-12-2183/3031, 9-12=-1419/M. 10-12=-1178/873 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL--3.Opsf; h=151t; B=45ft; L=35ft; eave--4111; Cat. 11; Exp C; Encl.. GCpl-0.18; MWFRS (directional); cantilever left and fight exposed; porch left and right exposed; Lumber DOL=1.60 plate gdp 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 nonconcunent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except QHb) 1=2648. 11=2654. Thomas A. Alban! PE No.39339 Mi fak USA, Inc. FL Cart 6634 6994 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 AWARNWG.VMfydetl9npervnotaraendREAONOTESON7W MDXCLUDWO KRUF NLEPAGEN➢74".-1OW20156E REUSE Designualltl rot use only vAM 1:,Rek9 connectors. ltn4dedga Ebasedonlyupon paraneterss %nantl6for an aldMdud buildYq componehlWt a tius system. Before use, the bdiding deslgner must verify the appllcoWity of design parameters aril Moperly hCOman o, Ihkdesgn Into Ine overall lrltllcaletl6 lwckllg truswebond/orchordmembers only.Addlflondtemporaryandlsarmanamixacing MiTek' bulddgdeslgn. lyachg toprevent oflrWNidual facdc5oiwaysnatortlfor dabelNafe ti preventcoBapewBh posIDl hua, otd Maryandpro11 Quamnage. For gerrerdgldis=11 regardrgare fbn storage, delivery, and bracing of s rF1f Coolly Cr08M, 0584194rAdflpY Ruldirg CompanMf Tamp Parke Eest Blvd. m Truss u te31 Aoxor SahfyWoonallornvdladefroru Inm Rate hsaMe. 218 N. Lee Snee1.911e312 Alexandria VA 22314. Safety 18 N. Meet. Suite Tampa, FL 33610 Job Truss Truss Type I Ory, Ply HUTCHINGS T75312300 75569 GRK HIP GIRDER 1 1 ' Job Reference foutionall Chambers Truss, Inc., Fort Pierce, FL 5xe MT78HS = 5.00 12 416 = 3x4 = 3 32 334 34 35 5 36 B.1ou s mar 11 zuro Mr r eK uruubulee, Irw. r nu V i r I r31J I: ru zu r8 raytl r OKYZsGHiZ9vUWRP-iDRvGZu09MVXXKVLAkRVDUYd3z5411n74VB2_hyUTJV 3x4 = 5x8 MT78HS w8= 4.6= 3738 6 7 39 8 40 5.8 MT18HS = 41 9 _ Scale=1:67.6 19 42 18 77 43 44 16 45 4647 15 48 49 14 13 50 1L Sx6 = 4x12 = 5.8 MT78HS = 2x3 11 2x9 It 3x4 = 4x12 = 5x _ 3x4 = Sx8 MT78HS = 3.4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in 'oc' Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ven(LL) 1.25 15-16 >333 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(CT)-0.7815-16 >534 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Hoa(CT) -0.31 11 n/a tva BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 7-9:2x4 SP M 30 BOT CHORC BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Lett 2x6 SP No.2 3-1-12. Right 2x6 SP No.23-1-12 REACTIONS. Qb/size) 1=1922/0-8-0, 11=192610-8-0 Max Hoa 1=102(LC 24) Max Uplift 1- 2648(LC 8). 11-2654(LC 8) FORCES. Qb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2-327/494, 2-3= 3321/4693, 3-0=3114/4464, 4-5= 498617073, 5-6= 5949/8439, 6.8=-5007/7108, 8-9=3120/4473, 9-10-3327/4703, 10-11=329/497 BOT CHORD 1-19= 3221/2339, 17-19=-6921/4986, 16-17=-8287/5949, 15-16= 8287/5949, 14-15= 8287/5949, 12-14= 6956f5007, 11-12- 3231/2344 WEBS 2-19-1177/873,3-19= 1410/932,4-19=-2167/3002,4-17= 1044/687,5-17=-1126/1571, 5-16=3311283, 6-15=309/284, 6-14= 1102/1530, 8-14- 1039/685, 8-12=-21S313031, 9-12=-1419/938,10-12= 1178/873 aaao PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 179 lb FT=20% Structural wood sheathing directly applied or 2-11-10 oc puffins. Rigid ceiling directly applied or 2-3-6 oc bracing. 1 Row at midpt 4-19, 8-12 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45h; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions]); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upfiit at joint(s) except Gt=lb) 1=2648, 11=2654. Thomas A. Alban! PE No.39380 hliTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 AWARNDIG-Waffydas/gnpa sfemandREADNOTESONrmaS DWCLUOEOMDEKREFERANOEPAGE MS74TJ 16912015BEFOREUSE Das,n Wild for usa only Kith MR¢ICDcovreclaa. ltr5 de98n Is IxEed oNy upon paanetea MM and 6 fo an kndNduol WShcng component not ahus system. Before use. the bu cl d dgrrermustverify theappIj,aorNofdesign paameters and properly tncorpoate Ihbdesign Into theoverall brRtlingdesign. Rachglttdlmt toprevenf Wckl[WofiMiMualttusswebarntl/orchortlmemb MONy. AGWIIornaltemporaryantlpemranentbracing MOW is always required! for Val to prevent cNlcaxse with poizli persona hlury and property damage. Forgeneralgddancore crdNfhe labrtalbr storage, delivery erecnon and braWg of busses aitl 0uss systems. seeANSI/(p/I OuaOy drR�Ib, 0.58dfiOM ICSIBu/Ohg C,amponenf 69M Parke East Blvd. Safey Wartnalbinvrnade fom Inns More Institute. 216 N. Lee Sneer, site 312. Alexandria. VA 22314. Terrga, i. M10 Job Truss Truss Type Otyr Ply HUTCHINGS T15312301 75569 it Jack -Open 18 1 Job Reference o lional Gnembers Truss, Inc., FOn FlOrce, FL U.1JU SMW TI CU tO Mu e6 IMUSUles, IM. mu VGl I IJ:DCII ZU ID 1 3x6 II Scale =1:8.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) -0.00 4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Ved(CT) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wmd(LL) 0.00 4 >999 240 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 o : puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (ib/size) 2=4/Mechmical, 3= S/Mechanical, 1=14810E-0 Max Harz 1=50(LC 12) Max Uplift 2=-14(LC 9), 3= 8(LC 12), 1=-157(LC 12) Max Gmv 2=11(LC 17), 3=3(LC 3), 1=148(LC 1) FORCES. (Ib) - Max. Comp/Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B-1511; L24ff; eave=4ft; Cat. II; Fxia C; Encl., GCpl=0.18; MW FRS (directional) and C-C E tedor(2) zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grlp DOL=1.60 2) This truss has been designed for a 10.0 pat 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 1001b uplift at joint(s) 2, 3 except Qt=lb) 1=157. Thomas A. Nbani FE No.39360 MTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNMQ-Vedfydax/gnparafnatenand READNOTES ON Ti MDMMUDMD KRUE NLEPAGE6 7473t 1&M34?015BU7VREUSE Deslgt VUW for use onIV Wm Mdfek9conrscfoD. itis desIgn b based onty upon pagamelen Mown and I$ for an IrtlMdud Wldng aomponent not ��- a hue system. Before use, the Walling dedgnef must vertly the applloaNlty of deskin Ixnamelem and properly Incorporate Moleskin Into the overdl pAdrgdedgn. Baclglrx edlsfoWevmiWcHfWofMtllvlduat weband/orchordmemWsoNy. Addliondtemporaryandpermonenfpacl,g M!TeW b always tegdrWfar slobrity and to preverd cdlapse wan poslxe persorxA ln¢Ay and propeM damage. For general guldarpe re"ang the 6904 Pena East BW. fcf kallor% storage, delivery, erecllM aW paCIng of lames olld tms ryslems s ANWVlPIfOually CMIb, DSB49 and SCSI Bulmp Coreponont Taepe,FL 33810 SoNly MvmaMb aCable forn TnfsPlate Im9Me.218 N. Lee Sheet. Sdte312 Nexaxft VA22314. Job Truss Truss Type Oty, Ply HUTCHINGS T15312302 75569 J3 Jack -Open 17 7 ' Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. l hu Oct 11 13:51:122018 Page 1 ID:SNJAac6zlsFSOKYZsGHjZ9yUW Rp-ebYihEwHhzlEneekH9TzlJd6dmx6mtNOYpd82ayUTJT en.n Scale = 1:12.8 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) -0.00 4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(CT) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 We n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Wind(-L) -0.01 4 >999 240 Weight: 14 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 no pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=58fMechaNcal, 3=13Miechanical, 1=22OfO-8-0 Max Horz 1=99(LC 12) Max Uplift 2= 78(LC 12). 1=-105(LC 12) Max Grav 2=63(LC 17), 3=38(LC 3), 1=220(LC 1) FORCES. (Ib) -Max. Comp./Ma1L Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L24tt; eave=aft; Cat. II; Fxp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0. Intedor(1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live foods. 3)' Tate truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2 except tit=lb) 1=105. Thomas A. Mani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 O WAAXWG-Va6fydegeey.teevend REAONOTES ON rRLSLS AND WCLUDWM/rEKREFERANCEPAGE8 7473mv. 1aNU2015BEFORE USE or h9 ers3wwnal degeantohe, o demy ��• L a muss em.Bese th IxoPsmeorPerat Ins er l the btAdhg tleslgner must vent' the Opplica00lty of design a d, system. Before use,dhgcloslg mustth oppaca lly of esgrn rd ema prope4y Incorprnale inh design Into the overall pbtlirse design. �ach9lexJlcatedhio Wckllrg oNy. Atldlnonal femporarymtlpennareni txockg MiTek' crn ,g prevent e(Indlvldwlauss web and/or chortlmembers for with pos4xepersonal h1 forgeneralnddanceregmtlax7 itre preventceIng 8bdocni astora OlIveiyantlti f seandproperlytlm'Cdl. GSE-09 aMBCSrBVIdhg Componm/ tatxkalkmstorage. tleiNery•ern and tees syulk,31 bridlae. T.W..6904 LEes10 Tenpa. FL 3%1a AlexandriaV 221C2erb, S�fyalloemrdbRrvollade bom Leas Note msliNte. 218 N. Lee Slreel.SWle 312 P1exorltlaa VA 22 14. Truss 18 K Le Job Truss Truss Type r Ory, Ply HUTCHINGS T75312303 76569 J5 JACK -OPEN 23 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL Mac S Mar 11 ZuIB MI IeK Inousmes, mc. I no uC111 1b:b1:1Z zuiu rage 1 ID:SNJAac6zlsFSOKYZsGHjZ9yU W Rp-ebYhEwHhzlEneekH9TzlJd5bmpGmtNOYpd82ayUTJT _- -- --__ 6--0-0—_—__— 1 axe II Scale = 1:17.8 LOADING (psl) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/rPI2014 CSI. TC 0.37 BC 0.86 WB 0.00 Matrix -MP DEFL. in Ven(CL) 0.11 Ven(CT) -0.04 Hou(CT) -0.05 Coo) Well L/d 3-7 >674 240 3-7 >999 240 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. pb/size) 2=112/Me hmical, 3=44/Mechanical, 1=283rOb-0 Max Horz 1=150(LC 12) Max Uplift 2=-142(LC 12), 3=-88(LC 12), 1=-302(LC 12) Max Gmv 2=115(LC 17), 3=80(LC 3), 12&3(LC 1) FORCES. (1b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsG h=15fl; B=45ft; L24ft; eave=4f ; Cat. II; Exie C; Encl., GCpI=0.18; MW FRS (directional) and C-C Ederior(2) 0-0-0 to 3-0-0, Intefior(1) 3-0-0 to 5-11.4 zone; cantilever left and fight exposed ;porch left and right exposed;C-C for members and forces R IvW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument 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 except Otdb) 2=142, 1=302. Thomas A. Albani PE No,39380 Mi fsk USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING-V.fWd lgnparemet..d REAONOMS ON TNSANDMCLUVMD KREFERANCEPAGEM 7M.. ld=015BEFOREUSE Deel9nvfeforesee MJIekO connectors. etersgrown.andRforoncor>oual, rhk;d9comPonenLriot a innsg Clem. Before hg I Ice bled la t tlesi9aer must verify Ins applka cuol ras o cnd/ parameters antl Ixonly. holllporaie rub tlesign Into the overoil use.I uuVe5Q1h C,,hoNYUponaagn aetlequir Bfochg lntl tovetcoilovant ckllrxl of lod x braclrxl ebry i�s pp IVI)Tek• au e. F. generAdofillong idancearymdpennanent wllh po de person andrehoertydc nape. For general guidance rlding r b oM1vays ragWetl for delivery undto epemnol event racing Tara Perk. East BNd. of fobdcalbR storcxle, delivery, erection orld bracing of Inrsses a1tl Imsryslemz seeANSyryII CrQerb, 0.5E-0➢LOW SCSI Buldhg CompOnen/ erection n em ae ANSWIF Qual om T.Irye, FL 33T10 Safety SdolnD}bravall from Inns Plate hssuMe. 218 N. Lee sheet. 9d1e 312, A1exoncr VA 2231 d. Job Truss Truss Type Oty, Ply HUTCHINGS T15312304 75569 J7 Jack -Open 27 1 ' Job Reference c tional wamoers l Was, lW., ron Fierce, rL a.lav s mN .. [o,a rvn en inuuames, mc. nu vu I , .gel ID:SNJAac6zJsFSOKYZsGHjZ9yU W Rp-a-gT6wxXDb7yCyo7PaW ROki NNacREnti776F7TyUTJR 8-0-0. =F- -- — -- i 3. 3 Scale = 1:21.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 3-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.15 3-7 >653 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 rda rVa BCDL 10.0 Code FBC2017fFP12014 Matrix -MP Wind(-L) -0.14 4 >669 240 Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. Qb/size) 2=162/Mechanica1, 3=72/Mechanical, 1=353/0-8-0 Max Horz 1=200(LC 12) Max Uplltt 2= 189(LC 12), 3=-9(LC 12), 1=-169(LC 12) Max Grav 2=172(LC 17), 3=120(LC 3), 1=353(LC 1) FORCES. Qb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TGDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45f: L=24ft; eave=4ff; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directions!) and C-C Exlerior(2) G-0-0 to 3-0-0, Inlenor(1) 3-0-0 to 7-11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for loos to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wdthstandIng 1001b uplift at jolnl(s) 3 except QtAb) 2=189. 1=169. Thomas A. Alban! PE N09380 MiTek USA, Inc. FL Cart 6634 HIM Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q wARnwa- Vedlydasr0npmame..dREDN0TES ON TIUSANDmCLVDED ARTEKREF£RANOE PAGENA74M rev. 10=?015 BEFORE USE DeSgn vo:k1 for sae only with Iw1ek8 coNrecloa This design h bosed only Upon paomefeo shown and h for an 4tmNtlud W9dkg component. not �� a trs system. Before use, the bAdrg designer must verify the opplk:abally of deslgs parameters and properly hcorporate this cledgn Into the overall bRdngdeslgn.BmhglndlcatedhtopreventWckllWofUxl mlhussvrebcndlorcWrdmemb mr y. Addiflonaltemporaryoncipeimanentbtacing MiTek' h always regWetl tw stabaty antl to pevent collapse wms possaNe persorgl bhAY antl property danage. Fa generd guklonce regadrg itre East0 DSBEw aid BC51 BUMhg Component seeAxancinf faMcatbnstorage.ota andbackil of18 Te04Parke Tanga, FL 33610 VA 2231Qdedv, Neerecikxs SdNfyfNopnafbrnvdlade Oom inns Nate BuaMe.2Te H. Lee Sheet.6uite 312 PlexotW4a. VA 22314. H. Le Sreel. te31 Job Truss Thus Type Oly, Ply HUTCHINGS T75312305 76569 K HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Platte, FL a.laa smm nza.o ratter nmusmee, mu. Th. wr ii io.=i.m cum 5x8 MT18HS= 5.00 FIT 2 Sx8 MTISHS= 3x5 = Sx8 MTiBHS= 3x4 = 26 3 27 4 285 29 6 Scale = 1:56.2 25 3x4 7 4x8 C a G 24 a Sx6 1 9 17 16 75 14 3x6 II 6xIO = 46 = 2X3 11 13 12 11 10 2x3 II 4x8 = 3x10 = 2x3 II 3x5.- 32.9-13 64.13 12{d ti613 1&]-2 24.9A3 2&3-13 31313 31913 6b] 62-it 3%7 363 6_9 3S0 32-0 00 Plate Offsets D(Y)-- MO-4-00-1-131 f4:04-0Edgaj 16:0-4-00-1-13119:0-2-00-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(L-) 0.53 11-13 >739 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.3811-13 >999 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES We 0.92 Horz(CT) -0.11 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 163 lb FT=20-S LUMBER- - BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-4-4 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-2-0 oc bracing. WEBS 2x4 SP No.3-Except- -WEBS 1ROW at midpl 3-16.1-16 1-17: 2x6 SP No.2 SLIDER Right 2x6 SP No.22-113 REACTIONS. Qb/size) 9=1257/0-8-0,17=1T54/0-10-9 , Max Horz 17— 117(LC 10) Max Uplift 9— 1523(LC 12), 17— 1400(LC 12) FORCES. Qb) - Max Comp./Max Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2=-1891/3466, 2-3=-1740/3369, 3-5— 2629/4946, 5-6= 1855/3584, 6-7=-1997/3738, 7-9— 183213462 ROT CHORD 14-16= 4684/2629, 13-14= 4684/2629, 11-13= 4684/2629, 10-11-2933(1595, 9-10-2933/1595 WEBS 2-16-917/444, 3-16-1107/1807, 3-14=-05=45, 5-13=397/229, 5-11=-977/1583, 6-11=-1026/452, 1-17-1102/1981, 1-16-3127/1723, 7-11=-070/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psh BCDL--3.Opsf; h=15ft; B=4511; L=33ft; eave--ffi; Cat. IC Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Fxdehor(2) 0.2-12 to &6-2, Intedor(t) 3-6-2 to 6-1-13. Exledor(2) 6-1-13 to 29-5-8, Interior(1) 29-5-8 to 32-9-13 zone; cantilever right exposed ; porch let[ and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1523, 17=1400. Thomas A Miami PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARPING- VWIY design parameter endRMD NOTES ON TITS AND INCLUDED NREKREFERANCEPAGE 4 7473 rev. iDD3rL015 BEFORE USE Design vaad for use only wih MleMcomrecfors. ltdsdeslgn is based only upon Moseeters shown. and is for an Individual buhdhg component not ■■ ��• a toss system. Before use, It* "cling designer must veely the applImuilly otdesign parametersond property hcorporale thkdesign hto the overcall dmembersoNy. AG9lioncatemporaryandPormOnenfbradg MiTek• GAdugdeslgn.@achghdlwfedhloprevenlbvWhgofhdivltlW weband/of Is always regaled for staetilly and to prevent collapse win pcss le personal" and properly damcUe. For general gNdance regardW Rla fatsloation. storage. deWery.ermflon and bracing of trusses and a=systems—ANSI/Ipl/Quality CrBarb,OSB-0➢ and BCS1 Buldery C ayaonwf East 6904 Parke Blvd. Safety H fyb/onna/brpvdlade core Tnas aSip Hale Insilbft 218 N. tee street. e 31Z Plexandrlo. VA MI 4. Te o FL 3a mO Job Truss I Dry, Ply HUTCHINGS T15312306 75569 K1 �TnaasType HALF HIP 1 1 • Job Reference (optional) Chambers Trus9,Inc., Fort Pierce, FL 8.iuu a Mar I I ZU1 U MI I eK mausme6, Inc. I nu Vc1111J:al:l ti Lul u Fagel ID:SNJAac6zJsFSOKYZsGHjZgyU W Rp-XMoDXcznlCFgGFyV W 7YwT9oiaOELiY67TRbM BLyUTJP 6-1-04 9.0.0 --13-2-4—--17-8-0 - -- - — - 4-2 4 3x8 II Scale = 1:30.5 ass = 3x4 11 3x4 = 4 16 5 19 20 6 �➢irle 6>S = LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20171TP12014 CSI, TC 0.69 BC 0.60 WB 0.59 Matrix -MS DEFL. In Vert(LL) 0.37 Vert(QT) -0.20 Horz(CT) -0.03 Doc) Well Ud 7-8 >568 240 7-8 >999 240 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directy applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid celling directly applied or 4-8-8 oc bracing. SLIDER Left 2x6 SP No.22-6-0 REACTIONS. 0b/size) 1=661/0-8-0, 7=636/0-8-0 Max Horz 1=228(LC 12) Max Uplift 1=-770(LC 12), 7=-801(LC 12) FORCES. 0b) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-929/1883, 3-4= 770/1754, 4-5=-683/1677 BOT CHORD 1-8=-1910/817, 7-8=-1046/493 WEBS 3-8= 2131345, 4-8= 473(180, 5-8= 910/315, 5-7= 665/1379 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15f1; B=45g; L=241t eave=411; Cat. It; Eery C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-", Intedor(1) 3-0-0to 9-0-0, Exledor(2) 9-0-0 to 13-2-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard 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 1001b uplift at joint(s) except 01=11a) 1=770, 7=801. Thomas A. Albani FE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARNING-VefftydestgnpanmetenmdREADNO S ON 1709 AND aVCLUDFDAIREKREFERANOPPAGENlh7473nv. 10113,2015BUOREDSE r/edg, Wild fart use oNy Wits MnekO ConnaCtors. its design Is basod aNy UMh parameters ahomn. Is far on ftrchl(AlaI b1ldM commonan1. Mi a tn55 system. More use, the txtiang designer must verify the oWia,buly of design parameters curd properly lr a ate his, ci9n Into the overall MiTek' buadmgdedgn Galways required for stabamy and to prevent collapse with possmle personal npxy oM propsdy dame. ForganeTd Qufdalceragoldng M0 fotxlcotion.storage. delNery, creation cM bracing of trussesand truss systems smANSyry/1 GuaIDyCMlkr, DSBA9 rntl SCSI Building CompOnM/ 6904 Parke East Btrd. Sa yNormalkarsivo lade from Truss Plate InssVe. 218 N. Lee Street. Wte312. Plexcarci . VA22314. Tairya. FL 33610 Job Tmss Truss Type Cry, Ply HUTCHINGS T15312307 75569 K2 HALF HIP 1 1 Job Reference (optional) unamber3 Truss, Inc., Fort Yleree, FL mi du 5 mar 11 Cu IO ml I eK inuuJYItl5, im. I fill VGI 1 I IJ:OI:I / zv I o 4Y4 = Scale = 1:33.6 3x4 II 4 18 19 5 4x5 11 2x3 II """ 3x4 = 6xs = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.45 BC 0.32 We 0.83 Matrix -MS DEFL In Vert(LL) 0.16 Vert(CT) -0.09 Horz(CT) -0.D3 qoc) Udefl Ud 6-7 >999 240 6-7 >999 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. SLIDER Lett 2x6 SP No.22-6-0 REACTIONS. (Ih/size) 1=661/0-8-0, 6=63610-8-0 Max Horz 1=278(LC 12) Max Uplift 1— 757(LC 12), 6=-815(LC 12) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 13--969/1980, 3-0-639/1291 BOT CHORD 1-9=-2042/856, 7-9=-2042/856, 6-7— 1317/550 WEBS 3-9=i28/173, 3-7— 353(848, 4-7-1041/385, 46-670/1614 NOTES 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst; h=15f1; B=45ft; L=24f ; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Eldedor(2) 0-0-0 to 3-0-0. Intedor(t) 3-0-0 to 11-0-0, Extedor(2) 11-0-0 to 15-2-15 zone; porch left and right w posed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100lb uplift at joint(s) except Ql=lb) 1=757, 6=815. Thomas A. Albani PE No.39380 k1Tek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Job Truss Type cry.Ply HUTCHINGS T75312308 75569 TKMJ3ss DIAGONALHIP GIRDER 2 1 ' Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 3x6 II 8.130 s Mar 11 2018 MI I eK InausUles, Inc. I nu uct 11 1 Yb1:18 ZGl B Page 1 OKYZSGHjZ9yUWRp-T1wzxl_1 HpW OVZ6ueGaOYatBsB2IWbslwl4TGEyUTJN Scale = 1:13.2 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in Roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.13 Vert""' 0.02 4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 nta n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc pudins. BOT CHORD 2x4 SP M 30 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ibtsize) 2=72fMechanical, 3=18/Mechanical, 1=27ao-11-5 Max Horz 1=99(LC 8) Max Uplift 2=-101(1-0 8), 3=-59(LC 9), 1= 382(LC 8) Max Grav 2=80(LC 28), 3=53(LC 3), 1=278(LC 1) FORCES. (Ib) - Max Comp.fMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vulf=170mph (3-second gust) Vasd=132mph; TCDL=42psh BCDL=3.opsf; 11=1511; B=45t1; L=24ff; eave--4ft; Cal. II; Exp C; Encl-, GCpI-0.18; MINFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 1001b uplift at joint(s) 3 except (jt=lb) 2=101, 1=382. 6)'NAILED' indicates 3-10d (0.148x3') or 2-12d (0.148'x325') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the muss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (pit) Vert: 1-2=-54, 34= 20 Concentrated Loads (Ib) Vert 8=42(F=21, B=21) Thomas A Albani PE No.39380 KIM& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING- Verlfydoa/50pam .andflEADNOTEs ON i'MSANDPICLUDEDM RMFENANCE PAGEd 74[77rov. 10D 015 BEFORE USE 0edg1 WeIduseo WBWrgcomponentnot Il de9gnkbayedoNyuponesfgn Pfersgrown.dWhfwmYMgomt use,buildingmust a ilcing feu. Before use- the b Is t tl eventmust l eg tithe lvid l ib etlesign pddnet ear properly ddl(o orate P design Into Irm1te of 1 bvndirg devtm. waclnO hMrootetlls to pevenf WcklNa oflrxllvltlual lnmweb dxUor chortl members oNy. Atldnoral temporary mtlpermarient bradrl9 MiTek' Et9wayen, sl d for seWeryare ti Pr eventcdlapsf wahesond rpersyst &snap Property damage. For generand WRI rldIng oftte labrkalbry stda9e. tleWery. erection aotl dacW o2afsesantllmsssy see..csx/Pa.VA22yCRerb, 056d9mW BCSIRuIdhg Component 5904Peha East BNd. Safety WoanalbrnvdlaWe from T. Rate Institute. 2le N. Lee Sheet. Silte 312 Plexantl4a. VA22314. te31 Tenpa. FL 33610 Job Truss Truss Type Oy. Ply HUTCHINGS T15312309 75569 KJ5 DIAGONAL HIP GIRDER 2 1 ' Job Reference (optional) . (Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITeK Industries, Inc. I nu uct if 13:51:21 201a Scale=1:17.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.11 5-9 >916 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.10 5-9 >977 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.01 3 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: .32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structure[ wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 3=89/Mechanical, 4=120/Mechanlcal, 1=360/0-11-5 Max Horz 1=149(LC 8) Max Uplift 3=-84(LC 8), 4— 222(LC 8), 1= 491(LC 8) Max Gmv 3=90(LC 17), 4=133(LC 3), 1=360(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2-286/212 BOTCHORD 1-5=285/216 WEBS 2-5=238/315 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45f ; L=24f; eave=4fl; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument 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 3.60 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 lb uplift at joint(s) 3 except (jt=lb) 4=222, 1--491. 6)'NAILED' Indicates 3-10d (0.148'x3') or2-12d (0.148'x3.25) toe -nails per NOS guicilines. 7) in the LOAD CASE(S) section, loads applied to the face of the thus are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3= 54, 4-6— 20 Concentrated Loads (Ib) Vert: 10=42(F=21, 8=21) 13=8(F=4, B=4) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 Job Truss Truss Type Cry. Piy HUTCHINGS T75312310 75569 KJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 11 2018 MiTek Industries. Inc. Thu Oct 11 13:51:23 2018 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 axe II axd = NAILED NAILED NAILED 4 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CS]. DEFL. in Doc) Wall Vd PLATES GRIP TO 0.33 Vert(LL) 0.14 5-6 >943 240 MT20 244/190 BC 0.33 Ved(CT) -0.09 5-6 >999 240 WB 0.25 Horz(CT) 0.03 3 We r/a Matra -MS Weight: 45111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. REACTIONS. Qb/size) 3=144/Mechanica1, 4=254/Mechanical, 1=484/0-11-5 Max Horz 1=2DO(LC 8) Max Uplift 3= 169(LC 8), 4=319(LC 8). 1= 419(LC 8) Max Gmv 3=144(LC 1), 4=254(LC 28), 1=507(LC 28) FORCES. 0b) -Max Compr Max Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2-575f530 BOT CHORD 1.6=-617/477, 5-6= 617/477 WEBS 2-5=-518/670 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15H; B=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcumenl 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 antl any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 3=169, 4--319, 11119. 6) 'NAILED' Indicates 3-1Od (0.148'x3') or 2-12d (0.148•x3.25•) toe -nails per NDS guidlines. 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 (pit) Vert: 1-3=-54, 4-7=-20 Concentrated Loads 01b) Vert: 11=42(F=21, B=21) 13=-72(F— 36, B=-36) 15=8(F=4, B=4) 16=-3l(F=-15, B= 15) =1:202 Thomas A. Albani PE No.39330 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARNING-VV1WdeslgnpaSNnefenan4READNO7ES ON TNISANDWCLUDEDUn KREFERANCEPAGEN 74MMr 10%312015EEFORE USE Design valid for Use only Wth MlleM cohroctors. INsdeskxn Is based orty Upon parameters shovm,a Is fof M NdIVIdud building component, rot �� a tnns system. Before use, the b fld g designer must verify the appllcaballyof desgn porametersa)d properly hcerporate Rik design Into the overall buicIRM feeien. BrocingIndicated IstoprevenfbucIdaVofindvauallnms re aril/orchord members only. Atldaoraltemporaryantlpermanentbatlng MiTek' kbrica a propedydafnage. nor Oeneminddcssil r5ding g slaog. dellvenyare erectionand bracing oftnlhl�epersorsdt seeA DSed9 xmdRWWWhg Compen�nf InGe seeANy/ryfl p and badrgof18N. fmrkaflort slao9e. deMervtrm 6ee4PeFL Ease BNtl. Moss VAM14.Mrb. SaNty lNofmONaravo0odefram Inm Plate truRMe. 21e N. Lee Sheet. aAie 312 A)exarq�la. VA 22314. Lee Seel. le31 Terrya. FL 33610 Job Truss Truss Type r Oty pry HUTCHINGS T15312311 75569 MHV8 Valley 1 1 Job Reference (optional) UDambers Truss, Inc., FOn Fierce, FL U.13U a Mar 11 ZUIU MI I OK IDUVatrlea, Inc. I nU UCt 11 1E:512b ZU15 Fella 1 I D:SNJAac6zJsFSOKYZsGHjZ9yU W Rp-m5rdPh4QdzOOre8EYOC I K2fitOPaJjOKXKHKOKyUTJG 5-70-8 a-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vart tCL) nta - r✓a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 5 Na rVa BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=98/&0-0,5=123/8-0-0,6=307/&00 Max Horz 1=131(LC 12) Max Uplift 1=-22(LC 12). 5=-84(LC 9), 6— 227(LC 12) Max Gmv 1=98(LC 1).5=123(LC 1). 6=313(LC 17) FORCES. Gb) - Max Comp./Max Ten. - Ail forces 250 Gb) or less except when shown. WEBS 2-6=-236/475 Scale = 1:16.4 PLATES GRIP MT20 2441190 Weight: 28 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puains, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; B=45ft; L=24ft; eave--411; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exledor(2) "-12 to 4-0-0, Interior(1) 4-0-0 to 5-10-8, Exterior(2) 5-10-8 to 7-10-4 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 5 except Gt=lb) 6=227, Thomas A Alban! PE No.39330 MiTck USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: October11,2018 ®WARNING- VM1ydoU9.,aramorers end RERD NOTES ON THIS AND INCLUDED M?EKNEFENANCE➢AGEM674T3. IQgJROtSBEFONEUSE DeMglvalldfotuse ouehty Wlth N97oMH conrxctors. iNideslgn Ubosedonly Ulan porameferss %%and6for M IntlMtlual xildho component. not �R a trsystemb. Before use, the l[dn, desjgner must verify the oppllcabally of deslgl parameters atx4 properly Incorporate thh design Into the overall `j buacangdedgn. Bracing Indicated is to prevent loucMapofax9vlduoltnmwaband/orchard Members Only. AddnlaaltemporaYontlpermarantbrodrxl MiTek' fs always requaed fa siWlllryarM loixevent collapc wlih po;9ble persoM hJuy arxd properrydamage. Fd general gritlalce reggWpA tta lobtatbn.storage, tleWery,erection seNexandp/f CucRy M�rb, DS14d➢rued SCSI BVIrIDIg compon�n/ 6904Parke East 81vd. SDAyirformalbmv�abie aom inm Rate InsliMe, 218 N. Lee Street, Sulte312 Alexand4a. VA22314. NolaN.LeeSaet, Sue31 TeDpe, FL 33610 Job Truss Type Oy. Ply HUTCHINGST15312312 75569 Truss, 0 Valley 1 1 ' Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL a.1Ju s marl1 zmo mi r ex i uuusmub, ua;. um ura 11 ru:a 1-er col o raye, 1 D:SNJAac6zJsFSOKYZsGHjZ9yU W Rp-IVH FCL3osfGXDUZ2_ghocr76Mc1 M aGuBIgXnTuyUTJH 5.00 FIT tD 3x6 o Scale = 1:21.5 3x4 II 6 5 3x4 % 2x3 II 3x4 II 10-0-0 10-0-0 Plate Offsets ().Y)-- 1310-3-0 0.2-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) We - n(a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 nda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 361b FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2X4 SP No.3 BOT CHORD OTHERS 2X4 SP No.3 REACTIONS. (Ib/size) 1=128/10-". 5=153r10-0-0, 6=395/10-0.0 Max Horz 1=189(LC 12) Max Uplift 1=-21(LC 12), 5=-105(LC 12), 6=-295(LC 12) Max Grav 1=128(LC 1), 5=153(LC 1), 6=107(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-296/529 Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf; h=15it; B=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl., GCpl-0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(l) 3-8-12 to 8-2.8, Extedor(2) 8-2-8 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 5=105, 6=295. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 11,2018 A WARNWG-verutrdeadgnparnma1mmdRVONOTES ON MUSANOWGLUOFDMrrEKREFEMNCEPAGEN 7473r 10MMO156EPoRE USE DeSgn valid for use onry with Wel,t9 connectors Ira deslan a bored oNy upon Ixaaneters grown. and Is far on IndMtluol buedng component rot a truss system. Before use, Irne buYdtq designer must verify the rWp'IcabIlN ofdeygn parameters and propetlY hcomorate this design Into the overall bildtn8 design aaohg Indicated Is to prevent Wcklirxl of IsxliNd auswebon /ar clwrd members o Y. Mrntlonal temporay and permanent bracing MiTek' b always requtred(a atob'IllyarW to prevenicdlopse vmh pos:ble personolhMY and {xopeM dam ago. ,DS"ral9 B=JI regadkxd the fabric baGr hus systemssnexcnfPdf CRerb, OSBdg GrM BCgI Buldhg Component East BNtl. te. 21usesarW kifomnoroge.dlW fromTrussand VAn@Ty, S�efy N/ortnaflomvmable from inas Rate auflMe. 218 N. Lee street. Site 312 Pdezandrw. VA 22314. 7ertga. FL 33610 TaWa.FL Truss Type Dry, Ply HUTCHINGS TM Ti 5312313 L Valley 1 1 Job Reference o tional Gnambers I russ, mc., tort rierce, rL Scale=1:16.9 a.1au s man r emu run arc mbusmes, mc. i nu ucn r u:avzo eura rage r ID:SNJAac6zlsFSQKYZsGHjZgyUWRp-EIO7dl430HWFSojQ65jGtGCOIQj52AhUm OuYmyUTJF 4x6 = 2 a 9 5 4 3x4 i 2x3 II 3x4 11 s10-e LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) n(a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ved(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.14 HOrz(CT) -0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. 0h/size) 1=178/10-0-0, 4=117/10-0-0, 5=380/10-0-0 Max Hoe 1=131(LC 12) Max Uplift 1-88(1-0 12), 4-96(LC 9), 5— 256(LC 12) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-25Cxr467 PLATES GRIP MT20 244/190 Weight: 35 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc Purim, except end vergcals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; B=451t; L=24f1; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) U-8-12 to 3-8-12. Interior(1) 3-8-12 to 5-10-8, Exledor(2) 5-10-8 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and farces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5256. Thomas A. Alban! PE No.39360 M'Tak USA, Inc. FL Cott 6834 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Job Tmss Truss Type Ol)< Ply HUTCHINGS T15312314 75569 MHVB Valley 1 1 Job Reference (optional) . cnamoers l russ, Inc., von Fierce, r� a.rau s ma, r r m,a m,, ea nmusnus, um. , nu mac, , , ,aa rco co, o rage , ID: SNJAac6zJSFSOKYZSGHjZ9yUW Rp-EIO?d1430H W FSojO65jGtGCOlOj52AhUm_OuYmyUTJF 10-0-0 _ Scale=1:16.9 4.6 = 3x4 11 2 g g 3 5 4 3x4 4 2x3 Il 3x4 II SAO-6 LOADING (pst) SPACING- 2-0-0 CSL DEFL. In Qoc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. Qb/size) 1=178/10-0-0,4=117/10-0-0,5=380/10-0-0 Max Horz1=131(LC 12) Max Uplift 1=-88(LC 12), 4= 96(LC 9), 5= 256(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. WEBS 2-5=-256/467 PLATES GRIP MT20 2441190 Weight: 351b FT=20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=15it; 8=45f1; L-24fk eave=41t Cat. II; Exp C; Encl., GCpl-0.18; IvIW FRS (directional) and C-C Exledor(2) 0-8-12 to 3.8-12, Interior(l) 3-8-12 to 5-10-8, Ex(edor(2) 5-10-8 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 4 except Qtdb) 5=256. Thomas A. Albani PE No.39360 1aiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Job Truss Truss Type 1 Oy. Ply HUTCHINGS T15312315 75569 MHVC Valley 1 7 • Job Reference o donal unamners t russ, mu, or, rrorco, rL o.i-o,.,e, ...,e,. „�,..,..... �,.... ...y., ID:SNJAac6zJsFSOKYZsGHiZ9yUW Rp-IUyNgN5h9ae64ylcfpEVPTlacpl nndxd_emR4CyUTJE - 5-10-8 5-L8 6 3zd G 5.o0 12 7 Asa = 8 9 5-10-8 5 LOADING (Pat) SPACING- 2-0-0 CS1. DEFL. in (Ioc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) n/a - rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.41 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 10.0 Code FBC2017/TP12014 Matdx-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4SPNo.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=182/11-0-0,4=164/11-0-0,5-404/11-0-0 Max Horz 1=131(L0 12) Max Uplift 1= 91(LC 12), 4= 126(LC 9), 5=-269(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-273/466 Scale =1;/8.2 3.4 11 10 3 4 3zd If PLATES GRIP MT20 244/190 Weight: 38lb FT=20% Structural wood sheathing directly applied or 6-0-0 cc pudlns, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.OpsF h=1 Sit; B=45ft; L=24ft; eave=4f1; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Intedor(1) 3-8-12 to 570.8. Extedor(2) 5-10.8 to 10-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent Water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at --lb) 4=126. 5=269. Thomas A. Albani PE No.39390 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNMO-Vedryde snpammsfMMdREADMCMS ON THIS AND MOLDOEDMREKREFERANDEPA0EW74"a .. 10mYA15BEFOREDSE Design valid lot use only Wih MITeh9connectom. INsdesIM 6 bawd only upon pmameters shown, and Is fa an hndtvkW baadlrg component not a trusssystem. Balm use, ttg buadrg deshgtler must verity the oWlccbalty oldesgn paametem and proPeily lnco p cde ihktleslgn Into fhe overall Islopeventb=Mhg.Ifr4 lduoltms5weband/mcMdmemb moNy. Ad®IlorMtemporaryatbpemnarnenibmctrg MiTek• b dn,deslgn.0achgkyicate b dways regJred fa sWlllllly and to prevenicdl4tpse wah possble persoral hy5ay and propedy danage.Fag=nertl 9�d�sCe regarmg ttne 6904 PnM1e East Blvd. falxicatbrt storage. delNery.aec0en and aacinghost systems seeP1f GCeM.OSBdp mM BGg lu/d61D Oemponm/ Terrya. FL 33610 5�1yNrefmalbrgvcDade haTruss, Rale Institute.. 218N. Lee Seet.6uite 312 Plexanddo. VA MIA. Job Truss Truss Type r Ory. Ply HUTCHINGS T75312316 75569 MV2 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce. FL B.13o s Mar 11 ZUIU MI I eK mau5me5, Inc. I nu UCi 11 1a:o1:a1 zula rage 1 ID:SNJAac6zJsFSOKYZsGHjZ9yUW Rp-aFCugk8BDp8YZZbOufJRaJvPTRVkjT4DvGkfD-YNTJA 2.0-0._ 2-0-0 cmMo 2 3 3x4 i Scale =1 S.9 LOADING (pat) SPACING- 2-0-0 CS]. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.07 Vert(LL) n1a - rva 999 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) Na - rva 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hoa(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qb/size) 1=17/2-0-0, 2=34/2-0-0, 3=1312-" Max Ho¢ 1=32(LO 12) Max Uplift 1= 23(LC 12), 2= 40(LC 12) Max Grav I=47(LC 1).2=36(LC 17), 325(LC 3) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 Qb) Often except when shown. NOTES- 1) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph;TCDL=4.2psf;, BCDL=3.0psf; h=150; B=45ff; L=24f1; eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a reclangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to gran formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2. Thomas A Albani PE No.39390 KIMIK USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING -Vedly Eesr9npaam8temend READ NOTES ON TNISANDWCLUDEDMNEKREFENANCEPAGEM 7475mv. ffi9alYDISBEFORE USE Deslgh veld for use only With MITekl connectors. TNsdeslgn Is based only upon patanetem shown. and IS form IMIv1tluN WIcho component rot a trusssystem. Before use, the building designer must vellfy the applkabnty of design parameters and properly Incorporate t design Into the overall buJdugdeslgn. Bracing lncilcated is to prevent Wciding ofinamdlol truss weband/a chord members only. Addllonaltemporaryafdpermarenfmodnp MiTek' Is always required far stabalty and to prevent collopse with posSNe personal IrW and property damage. Fa General guidance regadug the 6904 Parke East BN4. 6904P,k fctr atim storage, delivery. erecroa and bracing of larsvS arc! muss systems seeANSyrPII CuaRy Qf ifix, DSBd9 and BCS1 Buiding eomponant 9ast8 Salefyinformatlonm/alade from Teas Rate InsaMe. 218 N. Lee Sheet, S14te 31Z Plexmdda VA 22314. Job Truss Truss Type r Oty, Ply HUTCHINGS T75312317 75569 MV4 Valley 3 1 Job Reference (optional)_ Gnamoers I russ, mc., tort rlerce, rL n.f au s mar 'I 4ure ml r en muusvles, inc. I nu ucr r r 1.1:a1:J4 zuro rage r ID:SNJAac6zJsFSOKYZsGHjZgyU W Rp-3RmGu49p_7GPAjAaSMgg6XSUngpOSwKMBwTCIOyUTJ9 4-0-0 7 Scale =1:11.1 3 I 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - rva 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=116/4-0-0, 3=116/4-0-0 Max Ho¢ 1=79(LC 12) — Max Uplift 1= 56(LC 12), 3= 89(LC 12) Max Grav 1=116(LC 1).3=120(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Ph) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t B=45f ; L=24ft; eave=411; Cat. 11; Exp C; Encl., GCpl-0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord hearing. 3) This muss has been designed for a 10.0 lost bottom chord live load nonconcumenl with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARNING- VerNydW9nparamafemand REAO NOTES ON MIS AND/NCLUGE)MREKNEFERANCE PAGEM6Zdnrev. 10M34asI5DEFONEUSE varld for use only wfih NJlekaiowvcatas. INs design Is based oNy upon parameters shown. and h fa on hdi4du l budding component not OF a frussrystem. Before rrse. the WIClrg designer must vedfythe cW11cobalty ofde gn paraneters and properly Incorporate m6 deslan Into the overall b dugcleslgn. aac6gtrdkatetlkloprevenldaklingofirdlvldualtnrsweband/acfvxtlmembersonly. Atic➢Iloneilemponayasdpenmarentbracig MiTek' Is sways requhed for Slo ly and to prevent cclialre win povZle personal k>h4y and popedy damage. For general gudasco regac➢rg the fabrkarbn storage, de➢vew, erecion and bracing of fusses and fossry IML "ANEU(PII CuaMy Offedo. DS"9 And SCSI DUId0 g Component 6904 Perko East BNd. SafetyWonnalbrnvalade from inns Rate Insilue. 218 N. Lee street, Site 311 Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type cry, Ply HUTCHINGS T75312318 75569 MV6 Valley 3 1 • Job Reference o tional . unamoers truss, me.. Fort Fierce. rL ...... „,...- , �..,.....v.. ID:SNJAac6zlsFSOKYZsGHjZgyUW Rp-XeKe50ASIQOGotlmo3LNK7itE9pBMiVNaDmisyUTJB 3x4 II 3 5 4 3x4 G 2x3 3x4 11 Scale=1:15.7 LOADING (psq SPACING- 2-0-0 CS]. DEFL. in Qoc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ven(CT) n/a - Will 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.12 Horz(CT) 0.00 n/a n1a BCDL 10.0 Coale FBC2017JTP12014 Matrix-P Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SOT CHORD OTHERS 2x4 SP N0.3 REACTIONS. (I itsize) I--W6-0-0, 4=84/6-0-0, 5=239/6-" Max Harz 1=129(LC 12) Max Uplift 4=-64(LC 12), 5=-183(LC 12) Max Grav 1=56(LC 1), 4=87(LC 17), 5=249(LC 17) FORCES. (Ib) - Max ComplMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-207/406 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psh, BCDL=3Apsf; h=151h B=45ft; L=24ft; eave=oft; Cal. II; Expr C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) "-12 to 3-8-12. Interior(1) 3-8-12 to 5.10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom choral bearing. 3) This truss has been designed fora 10.0 pst bottom choral live load nunconcument 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 lb uplift at joint(s) 4 except Ot=lb) 5=183. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING-Veroyda gnpar 01mandRE41)NOTES ON TNISANDMCLUDMMDEKRPfPRANCEPAGEMLL7473Mx. foO 2015BEFOREUSE Design vdkl fofuse only With M,(IekH cannecbrs. B56 gn Sba ahh`trews M=et-Ms awR and b for m kttllYduvl Widap component not � a tons system. Before use, the buadirg designer mull verity the aWloabilly of design parameters anal properly Tcorporate this design Into the overall bu0dirx)deslgn.Bracing lndk;aledistoperventbucldingofmdMdua]Inssweb and/or chord members only. Addltlonatemporaryandpermanentbrackrg MiTek' k dwow regulred for dolofty and to prevent ccllc wim paNIDie personal " anal pro,oerty damage. For general guidance regarding the fabricatloa. storage, delivery, erection and btrusses and of trand trim systems s ANSVIPII CIua@y CrEatr; DS349 and B= BuddIng Cemeonenf 6904rk 6904 Pa Park. East Byrd.tm SpMlyldormaWrnv�aWe from irRate kntlMe, 218 N. Lee street, Suite 312 Plexondria. VAM14. 33810 Job Truss Truss Type r Olyt P=HUTCHINGST15312319 75569 MV8 Valley 2 l . Chambers Truss, Inc., port Pierce, FL e.l Ju sMar ll Zo I o nu I en i nuubums, ina. um ulfr,i I0.0i;0q4V IQ rdyni ID:SNJAac6zIsFSOKYZSGHjZgyU W Rp-7g101mB4W kX70OKzansBByXggeTRwoifbEyJqIyUTJ7 -0-0 _.- _. __ - - - - - — 3x4 II 3 5 4 3x4 a W It 3x4 11 Scale=1:20.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) n/a - rda 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress mor YES WB 0.14 Horz(CT) 0.00 n1a n/a BCDL 10.0 Code FBC2017lTPI2014 Malnx-P Weight: 291b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 1=85/8-0-0,4=112/8-0-0,5=331/8-0.0 Max Horz 1=180(LC 12) Max Uplift 4= 86(LC 12), 5= 253(LC 12) Max Grav 1=85(LC 1), 4=116(LC 17), 5=344(LC 17) FORCES. (Ib) - Max. CompJMa r. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-271/118 WEBS 2-5=-269/459 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.OpsQ h=1511; B-451t; L=24fl; eave=oft; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Extedor(2) 0-8-12 to 4-0-0. Interior(1) 4-0-0 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcument with any other live loads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=253. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 ®WARNING -Vedtydesfgn P.O. aOd READNOTES ON T105 AND MILUDED MITEKREFERANCE PAGEM-711" W. 1NDJR015 BEFORE USE Design valid for u.e only NAM MWek03 connectom itvs design is based only uhurl parameters snam n. and Is for al lnclNdud bueding compalent, not a truss sysfem. Before use, at brNdng designer must verify Inc applicability of design parameters and proWity Incorporate fhb design Into the overall buIDdng design. Bracing Micateal is to Weveni larMho of Individual tam web antl/or clmrd members only. Addllon temporary and permanent bracAg MiTek' Is always required for stablllly and to prevent collapse win possible parson Injury and properly damage. For general gutdanlce regardng the fabrication storage. delivery. erection and bracing of tenses anal buss systems seeANSMP110up1ByCNeria. DS"9 and BCSl luldleg Component 6904 Parke East BNd. Safely fntonnafbmvdloble from Truss Plate Institute, 218 N. Lee strael. Sulte312. Alexondrl¢ VA2231A. Tenga, FL 33610 Job Truss Truss Type • Ply HUTCHINGS T15312320 75569 MV10 Valley �ov 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 M1Tek Industries, Inc. Thu Oct 11 13:51:29 2018 Page 1 ID:SNJAac6zJsFSOKYZSGHjZgyUWRp-et48F27xhCugJFR?nEHzVugxcdkWFXNwSyFY95yUTJC 0-0 0 10-0-0 3x4 II Swle=1:24.9 3 3x4 G 2K3 143x4 11 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) Iva - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a - r/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hoa(CT) -0.00 4 n(a n(a BCDL 10.0 I Code FBC2017/TP12014 Matrix-S Weight: 371b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=121/10-0-0,4=147/10-0-0,5=408/10-0-0 Max Hom 1=230(LC 12) Max Uplift 4=-113(LC 12), 5=-312(LC 12) Max Gran, 1=121(LC 1).4=152(LC 17). 5=424(LC 17) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-282/125 WEBS 2-5=-312/476 Structural wood sheathing directly applied or B-0-0 oc Purim, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24fl; eave=4N; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces R MNFRS 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 nonconwrrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord a d any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 4=113,5=312. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cod 6634 6804 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Job Truss Truss Type - ' at,* Ply HUTCHINGS T75312321 75569 V4 Valley 1 1 ' Job Deference o Oonal Gnambers I mss, Inc., Fan Flerce, FL U.IOU s Mar 1 I z0lo 1W 1 i Un mUU5U rcs, II IV. l nu V41 11 11 3x4 9 5.00 12 2 9 M. 3x4 -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Mail Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nfa BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. Qb/size) 1=9414-0-1,3=94/40-1 Max Horz 1=-19(LC 10) Max Uplift 1— 59(LC 12), 3-59(LC 12) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. 3 Scale=1:7.5 PLATES GRIP MT20 244/190 Weight: 10111 FT=20% BRACING - TOP CHORD SIMO(UMl wood sheathing directly applied or 4-0-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDLr3.Opsf; h=151t; B=45f1; L=24B; eave=oft; Cal. 11; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This Was has been designed for a 10.0 pat bottom chord live load noncencurrent with any other live loads. 5)' This muss 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 100111 uplift at joint(s) 1, 3. Thomas A Mbani PE No.39380 MTsk USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNWG. VedlydeLgnpvxmvremvnd READNOTES ON MMANOINGLUDEDMr XREFERANOEPAGEMIF7473rev. 101I320ISSEFOREUSE Design void for Use oMy with Mnelta connectwa 1Ms desgn h based oNy Won paametels shown and Is for Un Individual Wadlrg cnmpoheht, rot � a Inns system, Before use, IIx3 MDmng desQnar must veiny the appIlcobally of design pwametea ad Mice0y Incorporate this design Into 1M overall MDdrgdesign.&achghrdlcatedbloptevenlbrx4tlhgofintliWdualinnsweband/wr rdmemWmoNy.AdcktlorgltemporaWandpennorentbrodng MOW 6ahvaysreCW&e fwsla ftyo IOVevenlcollapSo VdlhposaslepersondWyw prop.4ytlw . F generdguk1onFceregadM ffle fabrkailwt storage. delivery. erection ctId brachg of husesond M1usssystems seeANSlfipll Glla@yC efb, DS949 and IaCM9u11dSty CxanpOnanf 69" Pa4ce East Blvd. SandyOrMnnalbnx oble from Truss Rate InsSMe, 218 N. lee Sheet. Wte312. Nexwld4a VA 22314. 7aWa, R. =10 Job Truss Truss Type - Ply HUTCHINGS T15312322 75569 V8 ]Qpw Valley 1 1 Job Reference (olAbonaft Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 201It MITeK IndUameS, Inc. 1 nu Uc1 11 13:51:372018 page 1 ID:SNJAac6zlsFSOKYZsGHjZ9yUWRp-PPZgxoDyofvhHU3YFvOrpa9LGrWj7AE51CBzRdyUTJ4 F 4-0-0 _ _ 8.0.1 4-0-0 4.0-0 Scale = 1:14.6 4x4 = 3x4 O 2x3 11 3x4 8.0-1 r 8-0.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) rVa - n(a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 241b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 1=118M-0-1, 3=118/8-0-1, 4=24&&0-1 Max Harz 1=49(LC 11) Max Uplift 1— 90(LC 12), 3= 90(LC 12), 4= 122(LC 12) FORCES. (b) - Max Comix/Max. Ten. -All forces 250 Qb) or less except when shown. WEBS 24 1661286 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.Opsf; h=1 Sit; B=45ft; L.=24ff; eave=lft; Cat. 11; Exp C; Encl.. GCp1=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord hearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3 except Qt=lb) 4=122. Thomas A. Alban! PE No.35380 MiTek USA, Inc. FL C9rt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 Q WARRING- VerffydWsnparamer.and HEAD NOTES ON TIS AND MMUOEOMNIEKNEFEAANCEPAGEMS7173m. 1dQV2V156EMREUSE DeSm voild for usa oolyv4lh MBek9comn ton. TNs denim B bosad oNy upon parameters snows, and rs for m InuMdual Widing component, not a truss system. Before use, tM bNlding designer must verily the apptkobnty oldedm Pmometers and propedy Incorporate ftdsdmlgn Into the overdl bAdugdeslgn.Brocingmdlcated is t0 WCNlrg la=vveband/mclxxdmembersoNy. AccrIcal temporarymdpermanentbadrp Mew prevent oflMMdual bdwv rewiredfmstcb"andtopreventcotigaewmnposdblepwwnd"a propertVdwnam. For generN 9Wdance regmc➢rg the tabdcatim storage, delMery, erecilon and lxacag of lnmesand trusssydems seeAllf//IPII 4lualdy f]le1b, O58-0➢aM SCSI SuldFsg CompxrnM3 69M Perko East BNd. SAhtyMelmelbmvdlade from Tnns Nate Irs9Me, 218 N. Lee Street Site 312. Alexmdit VAW314. Tampa, FL 33610 Job Truss Truss Type 1 ' + Oy Ply HUTCHINGS T75312323 75569 VA VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITeK Industnes, Inc. Thu Oct 11 13:51:38 2018 Style =1:21.4 44 = h a 7 6 3X6 II 2x3 It 3x6 It LOADING (pat) SPACING- 2-0-0 CSI. DEFL In too) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Veri(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Ven(CT) 0.01 5 n/r 90 BOLL 0.0 ' Rep Stress Incr YES WB 0.04 HOrz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-R Weight: 38 lb FT=2M°. LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/slze) 8=262/9-4.0, 6=262/9-0.0, 7=269/9-4-0 Max Hoe 8= 153(LC 10) Max Uplift 8=-283(1-0 12), 6=283(LC 12), 7= 45(LC 12) FORCES. (Ib) - Malt Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-223(451, 2-3= 1651273, 3-4= 164/270, 4-6---225/459 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL_4.21psf; BCDL=3.Opsf; h=15ft; B=459; L=24ft; eave=ltt; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) -1-0.0 to 2-0-0, Interior(1) 2.0-0 to 4-8-0, Extedor(2) 4-e-0 to 7-8-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcunent 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 "-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s)7 except (It=1b) 8=283, 6=283. Thomas A Albert PE No.39360 MTsk USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33910 Date: October 11,2018 A WARNING- Vedrydeargn P.C. and READ NOTES ON rN15 AND MLUDED 48TEKREFERANCE PAGE N 74M rev. 10=2015 BEFORE USE _ Dedgin volkl far use only Wfh MneI00 mnrxcfon. INs design Is bond only upwn paomefen stnown. and Isfor M Intl V.Gtrar tXAdInu canpornarnt not ��� a 1. system. Before use, the d drug designer must marry the oppticoblty of design paometers and properly Incorporate Rik design Into the overall &ocOngu6catedktobucklbgoflndivkluoltnmweband/or only. Addfiornaltempararyotdpe0nanernfbrachg MOW W[drgdeslgn.prevent chord members kolwaysrecn4redforstaldltlymc! toprevenl collcpsewahposslde personal"and aopeM tlanaae. Forgenemi gddonce regadlrg the stmage.delivery,ere hono Ucic4Voftnnsesmdtnnssysfems-s ANSMIJ pp'OgDppvv Cah"" OSM9.dfCSI&dWWC na,. f 6904 Parke East Blvd.tabbatk TaWa, FL 33610 SONIyk fw alknavaa a both bras Rote l tiMe.218 N. tee MV I. Wte 312. Alexa dit VA22314. Job Truss Truss Type Oly Ply HUTCHINGS T15312324 75569 VB Valley 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 6 Mar 112018 MiTeK Indushfes, Inc. Thu Oct 11 13:51:39 2018 Scale=1:20.8 4x4 = 6 _ 3x4 — 2x3 11 3.4 3x6 II 3x6 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.59 BC 0.35 WB 0.09 MaUx-S DEFL In Vert(LL) 0.01 Vert(CT) 0.02 Horz(CT) 0.00 (Ioc) Well Ud 5 nlr 120 5 n/r 90 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 37lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pulms. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 REACTIONS. (lb/size) 2=214/9-4-0, 4=214/9-4-0, 6=370/9-4-0 Max Harz 2=-84(LC 10) Max Uplift 2= 208(LC 12), 4=-208(LC 12), 6-183(LC 12) Max Gmv, 2=217(LC 21). 4=217(LC 22). 6=370(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-237/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst;, BCDL=3.Opsf; h=15h; B=451t; L=24ft1 eave=4ft; Cal. 11; Exp C; Encl.. GCpi3O.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 4-8-0, Exterior(2) 4-8-0 to 7-M zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconounenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=208, 4=208, 6=183. ]o Thomas A. Mtrani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WAR WG-Vedlydo gnpvemVem=dREADNOmSSGN nYISMDNCLUOEDI KREFERANGE➢AGEAEP7473re 1O 1517EFDREUSE DesignvoiW for use oNY wlM MJ1ekH connectds. lhiscle9gn 6bmad wdYt PwametersstrovAt and6fw an lhd%$du.-il buadag wxnixonent. not a innssystem. Before use. thebWlcilm designermustveMy theappilcouxayofdesignparametersand propedyMomorole B design Into I1eoverall buldingdedQn.&acmglMkatedIstopreventtwcellrgoflydivlduollmsvrebAddllroralfemporaryantlpelmanentbrachg MiTek' and/or cMrdmembersonly. h always reaWred for slablllNard to preventcollcpse With possible per�nal nkuy and propeM dwnage. For general gWdance regwalrg the fabrication. storage, deMery, ermflon and Macirg of lasses and nuns syslemA seeANSf/1P11 Ouatdy C@ab, DSB49 and SC311lulding Component 69" Parke East Blvd. SablyWomrDlbmvabde tom inns Nate "fitute, 218 N. lee SBeel. Mite 312, Alexandria. VA22314. Terrye, FL 33610 ATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. I 'Plate location details available in MiTek20/20 soft are or upon request. I PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text In the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. ANSI/TPII : National Design Specification for Metal 1 Plate Connected Wood Truss Construction. DSB-89; Design Standard for Bracing. JBCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Piate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown Inftsixteenths tscale) II1I (Drawings not to scale) 2 3 TOP CHORDS Q of O x U a O JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDSAND WEBS ARE IDENTIFIED BYEND JOINT NUMBERS/LETTERS PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wane atjolnt locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. B. Unless otherwise noted, moisture content of lumber shall not exceed K%at time of fabrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative heated or green lumber. 10, Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflect on. 11. Plate type. size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purllns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less. If no telling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Cl Lumber design values are'in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Site Information: 6904 Parke East Blvd. Customer Info: GROUP ONE CONSTRUCTION Project Name: HUTCHINGS MoeRa, FL33610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 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. ITruss Name I Date 1 1 T15312279 A 10/11/18 118 1 T15312296 I GRB J 10/11/18 �2 T15312280 ATA I10/11118119 1 T15312297 I GRD I10/11/18I T15312281 D 10/11/18120 1 T15312298 I GRE I10/11/18I 14 IT15312282 Di 10/11/18121 IT15312299I GRG 110/11/18 5 T15312283 I D2 10/11/18I22 T153123001 GRK 1 10/11/181 I6 IT15312284ID3 110/11/18 123 IT153123011J1 110/11/18I 7 T15312285 D4 10/11/18 24 T15312302 J3 10/11/18 8 T15312286D5 10/11/18125 IT15312303J5 10/11/18 9 T15312287 D6 10/11/18 26 T15312304 J7 10/11/181 10 T15312288 I D7 J10/11118127 I T15312305 K 1 10/11/18 I � 11 T15312289 E 110/11/18 128 I T15312366 I K1 110/11/18 (12 T15312290 G 110/11/18129 1T153123071K2 I10/11/18I 113 IT15312291 G1 110/11/18130 1T153123081KJ3 10/11/181 114 1 T1 5312292 G2 110/11/18131 1T153123091KJ5 I10/11/18I 115 I T15312293 1 G3 110/11/18132 I T15312310 I KJ7 110/11/18 16 1 T15312294 1 G4 10/11/18 133 T15312311 MHVB 110/11/18 117 IT15312295IGRA I10/11/18 134 IT15312312 1MHV10 110/11/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MITek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. Thomas A Alban] PE No.39380 MITek USA, Inc. R. Carl 6SM 69M Parke East Blvd. Tampa Fl. 33610 Date: October 11,2018 Albani, Thomas 1 of 2 RE: 75569 - HUTCHINGS Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: HUTCHINGS Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. I Seal# Truss Name I Date 35 1 T15312313 1 MHVA 10/11/18 136 1 T1 5312314 1 MHVB 110/11/18 137 1 T1 5312315 1 MHVC 110/11/181 138 1 T1 5312316 1 MV2 1 10/11/181 139 1 T1 5312317 1 MV4 110/11/181 140 1 T1 5312318 1 MV6 1 10/11/18 141 1 T1 5312319 1 MV8 110/11/181 142 JT15312320 I MV10 110/11/181 143 I T15312321 I V4 1 10/11/18 144 1 T1 5312322 1 V8 1 10/11 /18 145 1 T1 5312323 1 VA 110/11/181 146 1 T15312324 J VB 1 10/11/18 2of2 Job Truss Truss Type r ?ty Ply HUTCHINGS T75312279 75569 A Hip 1 i Job Reference (optional) Chambers Truss, Inc., FOn 1'19Fce, FL 4x4 = 4x4 = 3 4 8.130 S Mar 11 2018 Mi I ek Industries, Inc. l hu Oct 11 13:50:40 2018 Scale = 1:39.5 4x8 II 5x6 = 3x4 = 4x8 11 3x4 = 3x4 = 2a ao LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.50 BC 0.47 WB 0.10 Matrix -MS DEFL. in Vert(LL) -0.12 Ved(CT) -0.21 Horz(CT) 0.03 Wlnd(LL) 0.16 (fee) Udell Ud 7-8 >999 360 7-16 >999 240 6 n/a n/a 7-8 >999 240 PLATES GRIP MT20 2441190 Weight: 98 lb FT -20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bidding. WEBS 2x4 SP No.3 WEDGE Left: 20 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 1--863/0-8-0, 6=863/0-8-0 Max Horz 1=-149(LC 10) Max Uplift 1=-538(LC 12), 6=-538(LC 12) FORCES. (Ib) - Max ComplMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1198/1017, 2-3=-1005/909, 3-4=-9OB/877, 4-5=-999/905, 5-6=-1197/1018 BOT CHORD 1-8=-814/1082, 7-8=-5831933, 6-7= 801/1022 WEBS 2-8=-211/326, 5-7= 2171328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(!) 3-0-0 to 10-0-0. Exterior(2) 10-0-0 to 13-4-0, Interior(1) 17-6-15 to 23-4-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MIN FRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wihstandi ng 1001b uplift at joint(s) except Qt=lb) 1-538, 6=538. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WABNWG-VM1y Eea9n1eramefers anOREADN"ES ON MIS ANON'LLUDED MREKREFERANLEPAGEMIF74n; ray. 1v=zol5BEF0REUSE DeSgn Valdfortneonlywllh Mdie.il connectors. Bdedesgnblasedonlyunon rxaometers atwwn. aMlsfor an 11�fivldld Watling a Ionent net M` a tmeWem. Before arse, the bu ding designer must vedfy the opplicabaltyof design Parameters and pnopedy hiconporate this design Into the overall bulldngdesign. Br Molttlk a istol eventb WimofiWiM allnnsweband/orchordmembemoNy. AtldnonalfemporarvandpermanentWaarlg MiTek' k dwa regWred for slobrity acl to prevent collopse with Possible penonal htjury and Popedy damage. For general guidance regarding the fabrication rafllvd sloae, delivery, erection and brmhv of!ruses and tru-system%—ANWWII Oaa®y C2efb, DSBd9and BCSI BulChp Comaonsnl 6904 Parke East SahlyWomrullninvoilabie from Tnas More Institute, 218 N. Lee Sheet Wte312. Alexadda. VA 22314. Tampa. FL 33610 Job Truss Truss Type , Qty Ply HUTCHINGS T75312280 75569 ATA ATTIC 5 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 201 B MI 1 eK Industries. Inc. 1 nU U01 11 13:bU:41 ZUl a 4x4 = 4 23 3x4 = 22 3x4 = 3 5 5.00 12 2x3 II 21 11 24 2x3 II 2 3x4 II 6 20 25 Scale=137.8 la 10 9 e ®� - 3x0 = 6xe II 3x4 II Sxe MT1aH5= 3x4 II axe II f8D td-0 )£-C 15612 22-00 22dA23dL � 1La O 62d I Bari 62d O f00 Plate Offsets Q%Y)- rl:0-4-130-1-121 rT0-4-130-1-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Coo) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.31 8.10 >904 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.49 8-10 >571 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 7 n/a n(a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.19 B-10 >999 240 Weight: 110 lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc puffins. BOT CHORD 2)(6 SP 240OF 2AE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. Otalsize) 1=1021/04-0, 7=102110-8-0 Max Horz 1=174(LC 11) Max Uplift 1= 535(LC 12), 7= 535(LC 12) Max Grav 1=1260(LC 18), 7=1260(LC 19) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 2033/904, 23--1785/945, 3-4= 20/308, 4-5= 20/308, 5-6= 1785(945, 6-7=-2033/904 BOT CHORD 1-10=-656/1806, 8-10=-656/1806, 7-8= 656/1806 WEBS. 6.8--0/492, 2-10=0/492, 3-11=-2072/924, 5-11= 2072/924 NOTES- 1) Unbalanced root live loads have been considered for We design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151; B=45f1; L=24B; eave--4f ; Cal. II; Exp C; Encl., GCplI=0.18; MW FRS (directional) and C-C Eldedor(2) 0-0-0 to 3-", Inledor(1) 3-0-0 to 11-8-0, Extedor(2) 11-8-0 to 14-8.0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are Mr20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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) Ceiling dead load (5,0 psi) on member(s). 23, 5-6, 3-11, 6-11 7) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psi) applied only to room. 8-10 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 1=535, 7=535. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)137Ito down and 75 lb up at 10-6-0, and 137 lb down and 75 Ib up at 123-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A Albani PE No.393B0 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MTek USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: October 11,2018 A WAFND/G-V-ArrdWgnpmamMema,JFEADNO)ES ON nOSANONCLODm IdDEKREFENANOEPAGE, 7471nn,109 15BEFOREDSE Oe.Cgnv afar use oNY K1M Wei 1hisdesigf sioedonlyurxnbuldifxf mPonenL not �r L a ifussystem. eefwe use, the building designer must vedry the oppiicabalNofolewin porometeraerW propedy afco"amle 116 design Into the overall btacigdeslgn. Bachglndk istopeventbucid Uc ordmembelso Addflorwlfempaoryatfdpertnarenibrachg MiTek' goflndMdudhuswebcncU y. swatllostobetyatoxevei cl Wlh pNepey p� faDafimsImee.ry.eeonar kVofWtmystm&eQuaWdXD"r�BMe C.1p�.nt 69" Parke East BNtl. Saf ify InformattanavfDable from Tnm Rate hsaMe. 218 N. Lee Sheet, Site312. Aexandda. VA2231A. Tanga, FL M10 Job Truss Truss Type t Oty, Ply HUTCHINGS T15372280 75569 ATA ATTIC 5 7 Job Reference (optional) Chambers Truss, Inc., Fort Prem. FL a.13u ever 11 zul B MI I ex Imusmes, mc. I nu Vct 11 1J:bu:41 zul a -Ta3--- Scale=1:37.6 4x4 = 4 23 3x4 - 22 3x4 = 3 5.00 FIT 5 24 2x3 I 21 2x3 11 2 17 s 3x4 II 20 25 7 �1 0 9 8 3x8 = 6x8 11 3x4 It 5.8 MT78HS= Sx4 11 6x8 1P0 1L 7Ed 15942 2200 4Zd,oYi4-0 10-o sse eae sza oao 1LU Plate Offsets (x Y)-- fl:G4-130-1-12117:0-4-130-1-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.31 8-10 >904 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.49 8-10 >571 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 7 We Wa BCDL 10.0 Code FBC20171rP12014 Matrix -MS Wind(LL) 0.19 8-10 >999 240 Weight: 11011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing diractlyapplied or 4-0-10 oc pudlns. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. Qb/size) 1=1021/O-&0, 7=1021/0.8-0 Max Horz 1=174(LC 11) Max Uplift 1- 535(LC 12), 7- 535(LC 12) Max Grav 1=1260(LC 18), 7=1260(LC 19) FORCES. (lb) - Max. Comp./Mac Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2033(904, 2-0=-1785/945, 3-4= 20/308, 4-5= 20/308, 5-6-1785/945. 6-7= 2033/904 BOTCHORD 1-10=656/1806,8-10=-656/1806,7-8=-656/1806 WEBS 6-8=0/492,2-10-0/492,3-11-2072/924, 5-11-2072/924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDI^3.Opsf; h=15ft; 8=45ft; L=24f1; eave=4fl; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 11-8-0, Exledor(2) 11-8-0 to 14-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 pal bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on membens). 2-3, 5-6. 3-11. 5-11 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-10 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qi=11b) 1=535, 7=535. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 75 lb up at 10-8-0, and 137lb down and 75lb up at 12-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban! PE No.39380 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 61iTsk USA, Inc. FL Cart 6634 LOAD CASE(S) Standard 69M Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WANNWG-Vedf da 9nparamerema.d NEADNOTESONTHEANDWCLUOEOMREKRUF NCEPAGEMM174l3rev. 1040t4015BEFOREUSE Dedgn valld for use orry with:vinek5 connecbls. lNs design Is hosed ony upon parameters sM and htot on hd'Mdual tauadito component. not us a IrSystem. Before M. me building designer must veiny the appllcabOiN parameter, ofdeslgn parameteand Voperly incorporate this Ze n Into the overall Mldingdeslgn. wachg Wndbaedistopeventbucklhgofhdlvidualivsswebarxi/orcMrdmembersoNy. Atldlnonal tempwory ontl permanent braclna MOW ISa crpre(n9r kNskID114a1M1opteventcollaMeD lhpe ep wa in"yarxlpraperiycmncUe. For generd 9uldQlce legardlrlg the 6904 Parka E.1 Blvd. fabdcatbm storaae, delNeW, erection and b=il of tmmsand imsssystems. s ANWWIi Oaa@y Crhrb. DS849aad OCMWMbgComponent ToWa, FL 331310 SahtyCtlormatbrovaliable from Trum pate hsaMe. 218 N. Lee street, site 31Z Alexandria. VA 22314. Job Truss Truss Type r 01y Ply HUTCHINGS T15312281 75569 D Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5.130 s Mar 11 2018 MI I eK industries. Inc. 11111 UCt 11 13:=4Z ZUI U Vage 1 I D:SNJAac6zJsFSOKYZSGHjZgyU W Rp-W gkMO_YSIIZVAI MZXsxx6_NuDhfol6t9e8M4_JyUTJx ]-1-12 10-0-0 11-e-15 256-1 33-0-0 2-10---T9-1S— --�� 5.00 F12 Scale=1:66.5 5x6 = 3x4 = 3x6 = 3x4 = 4x5 = 4 22 523 6 7 24 a /3 12 -- lD e' 4x8 11 6x8 = 3x4 = 3x6 4x5 = 3x6 11 3x4 = LOADING lost) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC2017/FPI2014 CSI. TC 0.68 BC 0.51 WB 0.84 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wmd(LL) in (loc) Udell L/d -0.17 12-13 >999 360 -0.34 12-13 >999 240 0.06 9 n/a n(a 0.2512-13 >999 240 PLATES GRIP MT20 244/190 Weight: 1731b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-10-11 oc pudins, ROT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.4-1 oc bracing. SLIDER Left 2x6 SP No.22-6-0 WEBS 1Row at midpt 5-13,8-10 REACTIONS. (lb/size) 1=1279/0-8-0, 9=1177/Mechanical Max Horz 1=253(LC 12) Max Uplift 1=-781(LC 12), 9=-750(LC 12) FORCES. (Ib) - Malt Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. - TOP CHORD 1-3=-2024/1632, 3-4-1943/1581, 4-5= 1796tl533, 5-7=-2309/1864, 7-8= 1719/1358, 8-9=-11061965 BOT CHORD 1-13= 1649/1782, 12-13= 1864/2309, 10-12= 1358/1719 WEBS 4-13= 21 SM35, 5-13= 582/424, 5-12= 1621316, 7-12= 581/673, 7-10=-7WS7, 8-10= 1515/1920 NOTES- 1) Wind: ASCE 7-10; Vult=l 70mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; B=45f1; L-33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-4-0, Interior(1) 3-4-0 to 10-0-0, Extedor(2) 10-0-0 to 14-8-9 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcu0ent with any other live loads. 4) `This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Clt=lb) 1=781,9=750, Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cad 6634 68114 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ® WARNING-Vedfydedgnp=Mh rsand READ NOTES ON THIS AND 1NCLVOW MMEKREFER4NLE PAGE MB]473 rev. 100.342015 BEFORE USE Design valid for use a* Win Uffek9connectors. this design is based only Uponixiameterssfwwn mrd is for an brtlMdUal budding cwnpohom.To a truss system. Before use. me building designer most verify the applicability of design parameters and properly klcorp me this design Into the over.' "cingdesign.&achlgintlbafedlstopreventDucklingofkrdNklualtrussweband/or chord membersoNy. Addmona temporaryandpeimarxmtbracing MiTele Is always required for stability and to prevent collapse won poslble personal injury curl property damage. For general guidance regarding the fabrkalbm storage. deiNery.creation and bracing of hoses and truss systems. seeANSVIPll Gadfly Criferfn, DSBd9 and BC5l Building Componanf 6904 Parke Easl BIkd. SahlyNloRnOlbnavaliable from Tuns Rate InsaMe. 216 N. Lee Sheet. Suite 312 Nexondda VA 22314. Tampa. FL 33610 Job Truss Truss Type r Oty Ply HUTCHINGS T75312282 75569 D1 Hip i 1 Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:50:43 2018 Page 1 ID:SNJAac6TJSFSOKYZSGHjZgyUW Rp-_OIIbKZ4W35MoBw95ZSAdBw624zcUiEsto56XmyUTJw 5-7-11-0-0 16-2-0 21-4-0 26-8-4 32-4O 12 5.7-12 - — 4-4 5-2-0 - -- 53-0 --53=4 -1 - Scale=1:54.7 4x8 = 2x3 11 4x8 = 4 29 30 5 31 32 6 16 14 11 12 axe 11 2x3 3.6 = 3x8 = 3x4 = 214a II Sx6 11 3x4 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Onto DOL 1.25 TC 0.49 Vert() -0.13 13 A99 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.2514-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.25 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 13 >999 240 Weight: 175 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling f irectlyapplied or 5-9-2 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x4 SP No.32-6-0 REACTIONS. Qb/size) 1=1209/0-8-0,9=1184/Mechanical Max Horz1=182(LC 11) Max Uplift 1=-754(LC 12), 9=-738(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 13=-2064/1676, 3-4=-1876/1591, 4-5=-1904/1709, 5-6=-1904/1709, 6-7=-1904/1611, 7-9= 2173/1759 BOT CHORD 1-16= 1438/1835, 14-16=-1438/1B35, 13-14= 1240/1704, 12-13= 1243/1727, 10-12= 151611955, 9-10=4516/1955 WEBS 4-14= 100/288, 4-13=-271/396, 5-13=303/358, 6-13= 246/369, 6-12=-134/319, 7-12= 343/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TGDL=4.2psf; BCDL=3.Opsf; h=1511; B=451t; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eldenor(2) 0-0-0 to 3-2-13, Intedor(1) 3-2-13 to 11-0-0, EMenor(2) 11-0-0 to 25-10-14, Interior(l) 25-10-14 to 32-4-0 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS 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 psi bottom chord live load nonconcunent 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 vide will fit between the bottom chord and any other members. 6) Refer to girde(s) for truss to tress connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 1=754, 9=738. Thomas A. Albani PE No.39380 INTO USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNWG.VeAydes/gnpammetems dREADNOTES ON MIS AND WCLUUPDMREKREFERANCEPAGEMB-7473me 1SVUMW15BEFOREUBE for useor wtth NATeMcontoclon. Ihbaesign hbasedoNy Won pwametea shown, antlhfor an Ndivdual buadltg component, not IN a floss system. Before �. the building designer must verify fhe applicabilty of design paramelem and Vopedy hlcoiporale Ihhdefign into the overall BrmhglndlcaledistopreventbucWiWoftn Mdwliruawebcd/orchordmemb moNy. Addilowlfemporaryandroeunanentbrachg MiTek' Wilc➢rgdedrin. kalways required for slabnlly and to prevent collapsee wllh posxNe personal hlury and property damage. Forgeneral OUclaceregardgthe fabrication, storage, delivery, erectlon and bracing of busses and hues sys, stemsacANSUIPII Quality C2edq DSB-89 and SCSI Sugding Component 6904 Parke Eon Blvd. Sa fy from Loa Plate Institute.218 N. Lee Street. Suite 312. Alexandra. VA U314. Tampa, FL 33610 Job Truss Truss Type 1 qty Ply HUTCHINGS T75312283 75569 D2 Hip 1 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MI I ex Industries, Inc. I nut Oct 11 13:bU:44 ZU18 SAS = 4x6 = 3 20 21 22 4 3xl Scale =1:53.2 7 17 3x6 11 4x4 = 3x4 = 3x6 3x4 = 2x3 11 3xa If LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171-rP12014 CSI. TC 0.45 BC 0.70 WB 0.69 Matrix -MS DEFL. in Vert(LL) -0.50 Vert(CT) -0.71 Horz(CT) 0.06 Wind(LL) 0.42 (too) Vdefl L/d 8-9 >740 360 8-9 >516 240 7 n/a rVa 8-9 >881 240 PLATES GRIP MT20 244/190 Weight: 155 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc pur ins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. 1-13: 2x6 SP No.2 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. (Ib/size) 7=1134/Mechanical, 13=1134/0-10-9 Max Horz 13=-198(LC 10) Max Uplift 7= 706(LC 12), 13-708(LC 12) Max Gmv 7=1157(LC 18), 13=1143(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 fib) or less except when shown. TOP CHORD 1-2-1730/1361, 2-3= 1636/1396, 3-4=-1477/1357, 4-5= 1645/1382, 5-7— 2135/1659, 1-13=-1083/912 BOT CHORD 12-13=-135P278, 11-12=-1152/1690, 9-11=-975/1507, 8-9=-1418/1908, 7-8=-1418/1908 WEBS 2-12=-254/299, 2-11-299/229, 3-11= 136/332, 4-9=-141/364, 5-9-599/503, 1-12=-1111/1441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45f ; L=31f; eave=41t; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C E lmor(2) 0-2-12 to 3-3-13, Intedor(1) 3-3-13 to 11-6-8, Extmor(2) 11-6-8 to 22-2-14, Interior(1) 22-2-14 to 30-10-8 zone; cantilever left and right exposed ;C-C for members and forces & NWFRS 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 pat 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 BGDL=10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at jolnt(s) except Qt=lb) 7=7C6, 13=708. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNING -Vedydesl9npar4melersend READNOTES ON TMSANDMLYUDEDMrrEKNEFENANLEPAGEUM174YJrev. 10N32015BEONE USE Design vCAlor use oNy wlM MneR+Bconrrectors. itJs tleslgrkbasetl oNy Upon parameter strown, mtlls for an 9rtlMtlUN W9tl:ng component, trot a Russ system. Before use, the bWidrg designer must verify the oaolcoblav ofdasi0n parameters and xot,edy hoomorote this design Into the overall buadingdedgn. Br G glr atedlslopeventWckilryaofaldNxlualtmssw baWlorcWrdmemb moNy. Adciflonaltemporarymdpermmlenibradng i.�Y■w` MiTek' is always recp1retl for Stability and to prevent collapse v tl pQ4ble personai injury and properly damage. For general guldarlce regoram the fabrication storage. delivery, erection arld bracing of trusses and true systems ssaAMSMR cuaW Criteria. DS849 and RCSI Da9dhrg ComPDnan/ 6904 Parke East Blvd. SarNeyPrormoMenuvallable don buss Plate Institute. 218 N. Lee Street. Sulre 312, Alexandra, VA 22314. Tanya, FL 33610 Job Truss Truss Type t Ory Ply HUTCHINGS T75312284 75569 D3 Hip 1 1 Job Reference (coroner) GnamDers l russ, l nc., FOR Fierce, rL a.Isu s Mar iizuid Milex mousmes, me. Inuuct II i=v:eazuio 4x6 = 4x6 = 3 4 3x Scale = IA9.9 3x6 II 3x4 = 3x4 = 3x6 = 2x3 11 3x8 II 3x4 = LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Mor YES Code FBC2017/TP12014 CSI. TC 0.49 BC 0.44 WB 0.64 Matrix -MS DEFL. in Ven(LL) -0.19 Ved(CT) -0.37 Horz(CT) 0.06 Wind(LL) 0.21 (too) Well Ud 8-9 >999 360 8-9 >951 240 7 rda n/a 8-9 >999 240 PLATES GRIP MT20 244/190 Weight: 159 He FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. 1-13: 2x6 SP No.2 WEBS 1 Row at midpt 5-9 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. (Ib/size) 13=1077/0-8-0, 7=1077/Mechanical Meer Horz 13=-216(LC 10) Max Uplift 13=-675(LC 12), 7=-668(LC 12) FORCES. 0b) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1396/1083, 2-3= 1328/1164, 3-4-1170/1140, 4-5=-1346/1138, 5-7-1946/1477, 1-13— 1012/862 BOT CHORD 12-13=-184/259, 11-12= 851/1245, 9-11=-704/1170, 8-9= 1245/1743, 7-8�1244/1746 WEBS 2-12-263/334. 3-11-222/266, 4-9=-177/320, 5-9=-7421607, 5-8=0/301, 1-12-908/1209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 710; Vult=170mph (3-Second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opst; h=15ft; B=45ft; L=29ft; eave ,tft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extenor(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-", Exterior(2) 12-0-0 to 14-4-0, Intenor(1) 18-6-15 to 29.4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Pat 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at joint(s) except 01=11b) 13=675, 7=668. Thomas A. Alban PE No.39380 ftiTek USA, [me. FL Cat 6634 8904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNWG- Vedlydedga parameters muf READ NOTES ON MM AND MCLUDED MNEK REFERANCE➢AGE M11d473 mv. 10VJGVfi BEFORE USE Design M form 6comorm Watling rnmtoneover nnectormust veslgnE bosetloNyuponpdrametmeteisoncl ji.�i�w■■ sllem.Beforem .lin prs a inns system. Before laic balNofdesignparametersorw Properly Incoryorate B4s tlesign Into the overall ewntmuss le othealdual a/or chard membersonly.Addiiloswllemporaryartlglive tent bracng is to Preventlo,fe g of Wlltlag design.lfor MiTek' Malndlcatetl 6 a a or slaberyantl b wlih possnle pe and tlanage. For general guldonce cnblualmae hjay ocing fa bracing lcall erection arxi lcv of tefnL seeANSUM11 Q Qualify orb, OS&89 oM EC51 BulGNp Component stmag ilding Comp n. storage. dellveryfromb 6904 paFL Easl BNtl. Sure 312. Allexandpl/ Say�fy Dgorma/brtrvoiloble from Tnas Rate Ins11Me, 218 N. Lee SM1eet. Sutte 312. Alexarxi0o. VA22314. fety Not , 218 N.tes Meet. Terrya, FL 33610 Job Truss Truss Type . O)y Ply HU7CHINGS T15312285 75569 D4 Common 2 1 Joh Reference (ootiona0 i chambers I rusS, Inc., tort Ylame, rl Icv io 1.-P -No.. ^,�. �„���•� •�.-"'."'"'"' 3x4 Scale=1:49.1 4x5 = 3 6x8 = 3x4 = axe — 3,8 = 4x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grin DOL 1.25 TC 0.36 Vert(L-) -0.22 9-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.39 9-15 >904 240 BCLL 0.0 ' Rep Stress met YES WB 0.89 Horz(CT) 0.05 B n(a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 9-11 >999 240 Weight: 1561b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stmctuml wood sheathing directly applied or 5-1-5 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 -Except' BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. 1-12: 2x6 SP No.2 WEBS 1 Row at midpt 2-12 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. (lb/size) 12=1077/0-8-0, 8=1077/Mechanical Max Horz 12=-234(LC 10) Max Uplift 12=-675(LC 12), 8=-668(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23--1372/1124, 3-4= 1701/1409, 4-6_ 1684/1273, 6-8=-1893/1419, 1-12= 210/286 BOT CHORD 11-12= 797/1331, 9-11=-581/1088, 8-9= 116211699 WEBS 2-11= 142/253, 3-11-163/406, 3-9= 5851866, 4-9303/362, 6-9-2551322. 2-12� 1372/1011 NOTES- 1) Unbalanced toof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf; h=15tt; B=4511; L=29f1; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-2-0, Extedor(2) 13-2-0 to 16-2.0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This lmss 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 = IO.Opst. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 12=675,8=668. Thomas A Mari PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parise East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARNWG-Ve4y4estgnpammafersaod READ NOTES ON MSANDINCLUUMMR KFEFEMNCEPAGEAIR74".I 14tK242015BEFOREUSE Design Vaud for Use oNYWth Mffokl)ronneclors. RJsdeslgnisbasetl oNYupxs PaometerssnOw and is for an hilvlduN buadarg component not a Inns system. Before use. Me coUdIn l designer most vedry the applcabNly ofdesign parameters and properly Incorporate"design into Me overall buflangdesgn. Mwhgt Wicde 5lopreventbucklingofMlvU aln mwebor%d/mcMrdmembersoNy. MiTek' Is always mcafred for acbNly and to prevent collapse Win poa,2le personal Mary arW property damage. For general guidance tegardag the fabrication, storage, delver,. erection and Brach, of trusses and truss systems. sSoA1=PIt Quality CAeM. DS949 and BCSI BuItlhg Component 6904 Parke East give. Saby aBalmOlbmvalode from Truss Rate Institute. 218 N. Lee Street. Site 312 Alexandria VA 22314. Taepa, FL 33610 Job Truss Truss Type r Pry Ply HUTCHINGS T75312286 75569 DS Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:50:47 2018 Scale=1:48.8 4.6 = 6,8 = 3x4 = 3x6 = 3x8 = 4x8 It LOADING (psf) TOLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.39 BC 0.55 We 0.85 Matrix -MS DEFL. in (too) Well Ud Vert(LL) -0.23 9-11 >999 360 Vert(CT)-0.3711-12 >954 240 Horz(CT) 0.06 8 n/a n/a Wlnd(LL) 0.14 9-11 >999 240 PLATES GRIP MT20 244/190 Weight: 1581b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. 1-12: 2x6 SP No.2 WEBS 1 Row at midpt 2-12 SLIDER Right 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 12=1064/0-8-0, 8=1089/0-" Max Horz 12= 234(LC 10) Max Uplift 12=-667(LC 12), 8--676(LC 12) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351/1108, 3-4= 1652/1378, 4-6=-1617/1231, 6-8=4799/1346, 1-12= 209/286 BOT CHORD 11-12= 785/1318, 9-11=-565/1069, 8-9=1080/1595 WEBS 2-11= 145/257,3-11=-167/413, 3-9=.561/827,4-9--327/380, 6-9=-185/261, 2-12=-1353/996 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451t; L=29d; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extetior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-2-0, Extedor(2) 13-2-0 to 16-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12--667. 8=676. Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,201 S ® WARNING -Vsdrydeslgn pammetersand READ NOTES ON THIS AND OrGLUUEO MmEKREFERANCE PAGEMi 74"mv.. 10A32015 eEFOREUGE r Deslgrvalid for use oNywlth M1V/ek9 cvnrteclors. Mdedgn bbasedonlyulMrorometerschown.and lsfw ar NtlMdual WBdig component. not w■ a tens system. Betas use. the bldrg designer must verifythe a PpllcabliNofdesign paameters and properly IncoD rote Misdeslgn Into the overall members oNy.Addlllorwltempo ymdpennanentbracirg MiTek' Wpoingdeslgn. Siccing lndk-atedIstoaeventbrckilrgoflndMducif1= eband/achesd h always reclulied fa stabinly and to prevent collapse Win possible perscrce"aid Ixope" damage. For general gWdabce regarcleQ the fabrication storage. detWery. erection abd bacaxr of lmsses and tors systems seeANSU/PII COaW CrBerb, DS"9 alw 11CSl Building Component 69o4 Parise East BNd. SabtybbenxRbmvapabe from Tom Hale institute. 218 N. lee Sliest. WTI,312, Alexandra VA 22314. TaWa,FL 3361D Job Truss Truss Type 1 Oty Ply HUTCHINGS T75312287 75569 D6 Common 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:50:482018 Page t ID:SNJAac6zJsFSOKYZsGHjZ9yUWRp-L_5eel dDLbkevyp7t72LKFdz15ic8pcul4ptCzyUTJr sa -12 13.2-0 18-a-1 22-9-9 304-0 N!21 56-1 4----ate 1--1 -{ 3x4 Scale=1:51.2 4x5 = 6x8 = 3x4 = 4x6 = 3x8 = 4x8 11 3x4 = Moe Plate Offsets (XY)-- f8:0-3-8 Edoel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 80 0.54 Vert(CT) -0.36 9.11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 8 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.16 9-11 >999 240 Weight: 1611b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-5-15 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except- BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. 1-12: 2x6 SP No.2 WEBS 1 Row at midpt 2-12 SLIDER Right 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 12=1062(0-8-0, 8=1165/0-8-0 Max Harz 12-245(LC 10) Max Uplift 12=-666(LC 12), 8-723(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-1349/1108, 3-4- 1666/1387, 4-6=-1621/1215, 6-8=-1791/1310. 1-12-209/287 BOTCHORD 11 -12-758/1331. 9-11 =-538/1077, 8-9-104211560 WEBS 2-11-145/259, 3-11-1711422, 3-9= 565/836, 4-9= 352/402, 2-12=-1352/989 NOTES- 1j Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=33.Opsf; h=15ft; B=45h; L=301t eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-3-2. Intedor(1) 3-3-2 to 13-2-0, Exterior(2) 13-2-0 to 16-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This muss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf: 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except (jt=lb) 12=666, 8=723. Thomas A. Albani PE No.39380 Mirek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 QWARNING- VadiYCeslgnparameleaiodl?AONOTES ON MOANOWCLUDWMIFEKREFEMNLEPAGEMI74T3rev.10N 015 BEFORE USE Design Valid for use only with MBelcf)c nnectm. INS dealgn h baser) only Upon parameters sthovm, and Is form hdMduol WBdig comi enent, not a true system. Before use, the bufdI g desgrer muss verly the applic llyof design parameters al properly incorporate this desgn Into the overall WOdirgdeslgn. Bracing lndkated U to prevent Wckllrg of IndMdual fmssweb and/or chord members only. Addillonaltemimoryandpermanenfbracing MiTek' k always raqulred far 51aG11ryanci to prevent collapse with possRNe personoi hUay and property cottage. rorgenerolgl4tlmcefegardle the Iabrlcollan. storal delivery. erection and bracing of tf s and fnhssystems seeANSWII Boa@y Crd niz. DSR-89 and SC51Bo/tltrrg Component 69N Parke East Blvd. Softly lnftemalblovalaMe from Truss Rate InAMe, 218 N. Lee Sheet, State 312. Nexantlaa. VA 22314. Tampa, FL 33610 Jab Truss Truss Type r Oty Ply HUTCHINGS r T15312288 75569 D7 Common 1 1 Job Reference o aonal ChamberS Truss, Inc., Fort YmrCe, FL 4x4 = 3x4 d.13u S Mar 11 ZUt U MI I aK Inc. I ❑u Vc[ 11 13:bU:4a ZUl a rage 1 60JRgZalSA6aV2ntEK1 FkYRkPyUTJq scale = 1:602 1v 0 QA = 3z8 = 3x6 = 3x4 = 3x8 11 3x4 = 274 0 Plate Offsets (X Y)-- 18:03-e Edgel LOADING (psf) SPACING- 2-0-0 CSL DEFL. in Qoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(L-) -0.23 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.47 11-12 >696 240 BCLL 0.0 ' Rep Stress Incr YES We 0.98 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FB02017frPI2014 Matrix -MS Wmd(LL) 0.12 9-11 >999 240 Weight: 149 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stmctumt wood sheathing directly applied or 5-0-6 oc purilns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing. SLIDER Right 2x6 SP No.22-6-0 REACTIONS. Qblsize) 12=954/0-8.0, 8=1058/0-8.0 Max Horz 12=-219(LC 10) Max Uplift 12=-605(LC 12), 8=-649(LC 12) FORCES. Qb)-Max CompiMaxTen. -All forces 250(I11) or less except when shown. TOP CHORD 23=-974/843, 3-4= 979/821, 4-6=1429/1070, 6-8=1578/1141 BOT CHORD 11-12=-390/812, 0-11= 717/1221, 8-9— 898/1390 WEBS 3-11=327/468, 4-11-547/500, 4-9=-103(282, 2-12=-1020/804 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f ; B=45ft; L=27h; eave=411; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3.1,12, Interior(1) 3-1-12 to 10-2-0. Extedor(2) 10-2-0 to 13-2-0 zone; cantilever left and right exposed ;C-C for members and forces & PAW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) This Was has been designed for a 10.0 Pat bottom chord live load nonconcument 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 lit between the bottom chord and any other members, with BCDL=10.0ps1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=605, 8=649. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q wABNWO- Verlfydagn ParametemmdNEADNOTESONTN MDWCLUDWMGEKREEMNMPAGEM674MMK. 14A)III015BEFONEUSE Deslml Vdldfcr Use only with MITeM connecfor. TNsdesIgn h based only upon parameter #town, and Is for M Indmaluai Wedlrtg comInonoht nor a tam system. Before use, the W cing designer must verity the appllccNI of desert parameters and propedy heolporate fi%deggn Into the overall Wldngdesign. fkmhghdicaledhtopreventWcklhoofIrKRMLaltm %vebarW/orc dmemb monly. Adc1Korwliemnorcryandpermanemt ccmg M!Tek' hdways reguked for stabeBy and! to prevent collapse wah possble peroncs"and property damage. For general gddatce regardrp Ore fabrkalbn.storage. tleiivery. erecaon orb brac9q of Musses and ausssystems aeeANSVIPIf GrgDy CrNdD, O58dP erq BCM6u4di1D COmpon�nf 69N Parke East Blvd. SnH/xfnldDltalbmvdlade Dom Tnav Nate Ins8Me. 218 N. lee street. W10M Alexondda. VA 22314. Tanpe, FL :a3610 Job Truss Truss Type . City Ply HUTCHINGS T153f2289 75569 E COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Thu Oct 11 13:50:50 2018 Page 1 ID:SNJAac6zJsFSOKYZsGHjZgyUWRp-HMD03jf rtD_M8GzV?X4pPgjMw5fcw4AU01_GsyUTJp 5-8-0 11-4-0 6-8-0 5-8-0 Scale = 1:19.3 4i4 = 5x8 It sxa II LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate ontoDOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.32 BC 0.25 WB 0.05 Matdx-MS DEFL. in Ven(LL) 0.04 Ven(CT) -0.02 Horz(CT) -0.01 (too) Udell Ltd 4-12 >999 240 4 >999 240 3 Na n/a PLATES GRIP MT20 244/190 Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directlyapplied or 9-3-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 1=419/0-8-0, 3=4419/0-8-0 Max Horz 1=-84(LC 10) Max Uplift 1= 508(1-C 12). 3— 508(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=346/773, 2-3= 34WT73 BOT CHORD 1-4--559/265, 3-4= 559/265 WEBS 2-4=322/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave-411; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) D-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-8-0. Ex enor(2) 5-8-0 to "-Ozone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 last bottom chord live load nonconcu0ent 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 lb uplift at joint(s) except Qt=lb) 1=508, 3d08. 10 Thomas A. Albani PE No.39380 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33810 Cate: October 11,2018 ®WARNING -Verily Reslgnpammeremand READNOTES ON THIS AND NCLUDED MITEKREFERANOE FAGEM0.7473rey. 10U.3/P0151REFORE USE Deign valid fmusee lin Mdiekala desk 6 basedoNyuponparaneteneiownantl isfor an Yroptlud Wedax4 camparent.not ��' designer mostl ammt design parameters and property Incorporate ms design Into the overall use.designer must a inss system. Before lae. Ina bW bAdirgdeWrac!facNglrldbotd is t of lndivle chor temporary and nraneni bradrig lWverifyofire ivd rs dy..fo MiTek' persasswenal kury anon tis revert collapse gerrarnol and si rlydam For genera regag g kdwayon, housesaiblepersotern& SseANS IZQuaanage. WBC4gutdce storage, elivelty, tab4canon, storage, delNery,erecBon antl ra ingot truis and bracingD3849 D1W BC518uWhg Componcn/ Comp Santlreet 6904 Parke East BNd. WlemzsM.xanryt/VAO31CrPaM, SObIy N/DDOG/bmvallable hom Trus Rate Institute. 218 N. Lee Sheet, 9.rlfe 312 Plexantl0a. VA 22314. Institute. 18N. Tasrye. FL 33610 Job Truss Truss Type Oty Ply HUTCHINGS T15312290 75569 G Hip 1 1 Job Reference (optional) Onambers I cuss, Inc., FOn Pierce, FL d 0 4x8 = 2X.3 11 SAnri-7 4 2728 6 29M U.13U a Mar 11 2U18 4x8 = 6 Inc. I nu Oct 11 ts:sU:bl 2018 Scale=1:53.9 12 11 10 4x8 II 3x4 = 6x8 = 3x4 = 48 It 3x4 = 3u4 = Zia n oo too loon lsao nno anao eao s-4t_oo� rtoo l l aao soo soo LOADING (pst) TCLL 20.0 TCDL TO BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/rP12014 CSL TC 0.50 BC 0.47 WB 0.39 Mat ix -MS DEFL. Verl(LL) Vert(Cn Horz(CT) Wmd(LL) in (loc) I/defl Ud -0.14 11-12 >999 360 -0.2510-11 >999 240 0.06 9 We n/a 0.20 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 159 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=1184/0-8-0, 9=1184/0-8-0 Max Horz 1=-164(LC 10) Max Uplift 1=-738(LC 12), 9=-738(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 13=-1825/1544, 3-4-1716/1474, 4-5-1933/1709, 5-6— 1933/1709, 6.7= 1716/1474, 7-9=-1825/1544 BOT CHORD 1-12-1274/1607, 11-12-1130/1585, 10-11-1116/1585, 9-10-1259/1607 WEBS 4-11= 403/512, 5-11= 364/437, 6-11= 403(512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15R; B=451t1 L=32R; eave=oft Cat. II; EExp C; Encl., GCpi=0.18; MWFR5 (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2.6 to 10-0-0, Exteror(2) 10-0-010 26-6-5, Interior(1) 26-6-5 to 32-0-0 zone; cantilever left and fight exposed ;C-C for members and forces 8 MW FRS 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 pat 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 Wit fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=1b) 1=738, 9=738. Thomas A. Albani PE No.36390 MITak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ® WARNING -Vedrydesign parameters dREAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMR747a rev. faeUGGISBEFORE USE h trot vditlforuseeus. hrrekaconnectors.ust fb aontl81ofy Incorporate Parametershicoiporate mLc tlesgnInto the overall aimsesystem. Beforeuse.thebedlIs verifythis design a fuso mullveritytineaidualtbnsawelb t preeet is and/rchord members ,eni braGr,D mem63rge. wecl Galway design $ar Atlnwalgutcla pororyantlng nibaaNln90possible MiTek' st9 allyndflcnetl Foly.r event jury anoraroloe tlmna9e. rot are ,erson al0uldancergating gDte is,alwaysestorag slaveryare topreventtcoliapofwlmescmdeperswtems, . systems, seandpropedy tabricalion. slora9e, delivery, CUo1Dy ClDerb, D58-0g,TeM RW Ru/Jtr18 Component aft -a erection and Drmmur of Inuresee a9o4 Pape East Bbtl. , Aexoyryll So/etylntoan,nlbrnvallade tom inns Rale InsnMe, 218 N. Lee Steel. Suite 312 Alexantl4a. VA22314. from Street. Tampa, FL 33610 Job Truss Truss Type , qty Ply HUTCHINGS T15312291 75669 G1 Hip 1 1 Job Reference o Banal Chambers l mss, Inc., ran deice, rL 4.10 = U.I Ju a Mar 11 Lata MI I eR mausmeS, Inc. I Ra Uct t l IJ:nU.Oz 2V l o 4xa = Scale = 1:63.9 13 11 la e S1t6 = 2x3 11 3x4 = 3x6 3xe = 2X3 11 5x6 = 3x4 = 3x4 = 14* LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rPI2014 CS]. TC 0.51 BC 0.59 WB 0.17 Matrix -MS DEFL. Ven(CL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well Ud -0.12 12-13 >999 360 -0.2410-12 >999 240 0.06 8 n/a n/a 0.18 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 163 lb FT=20°6 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 6-2-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 SLIDER Lett 2x6 SP No.2 2-6-0, Right 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 1=1184/0-8-0, 8=1184/0-8.0 Max Horz 1=197(LC 11) Max Uplift .1= 738(1_C 12), 8=-738(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, TOP CHORD 1-3=-1833/1493, 3-4=-1656/1408, 4-5= 1503/1403, 5-6= 1656/1408, 6-8= 1833/1493 BOT CHORD 1-13=-1252/1630, 12-13=-1252/1630, 10-12=-1056/1503, 9-10=-1238/1622, 8-9=-1238/1622 WEBS 4-12=-66/341, 5-10=-71/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=humph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B115f ; L=32B; eave=4tt Cat. 11; Exp C; Encl., GCpi=0.18; NIWFRS (directional) and C-C Extmor(2) 0-0-0 to 3-2-6, Intedor(1) 3-2-6 to 12-". Exledor(2)12-0.0 to 24-6-5, Intedor(i) 24-6-5 to 32-0-0 zone; cantilever left and night exposed ;C-C for members and forces & MW FPS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with my other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Gt=1b) 1=738, 8=738. Thomas A. Alban! PE No,39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ,& WARNING- Vedyyde&gnparametersend READ NOTES ON THISAND INCLUDED MREKREFERANCE PAGEMII-7473 rev. feTU2015aEFOREUSE Dellm valld for Use arty wIM IJ.neka connectors. RJs dasIgn h based orty upon parometemshown. antl 6 form IrldMdual beading component not a I=vAlem. Before use, the bulla[W desgrmr must verily nre opOloodeelty of design parameters and propedy lacolporate ih6 design Into the overall bulldngdeslgn. WwhgIndicated6topreventWckllWofindNldualivawebmolarchordmembersonly. Additbrwltemporaryontlpelmorenibradng Welk' 6aiwaysregdrecl for stab6lryandlopreventco0anee vim pomlNe pewrolln ayand propemydainage. Fw general gWtlmce regardrlg lire fablM,atlorLstorage, delNery. erecaon arW bractrxl of inraesantl hussystems, seegN5Ury11 Gua@y CRSIb, DSBA9 and BCSl RuItlTg Component 69" Parke East BNtl. SnM1fy91lormationavtilabte from Tmss Rate Institute. 216 N. Lee Steel, Suite 312 Plexantldo, VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply HUTCHINGS T75312282 75569 G2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:60:63 2018 ID:SNJAec6zlsFSOKYZSGHjZgyU W Rp-InXilhMABMx7jh4ggd W l lLgC60fp5CdAM W et 19-8-4 I . _ _ 26-4-0 Sx6 — 4x4 = 21 Scale = 1:,14.7 7 Ia 6x8 = 3x4 = 4x5 = 3x4 = 2x3 11 3xe 11 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TO 0.51 BC 0.49 WB 0.80 Matrix -MS DEFL. in Ven(LL) -0.30 Verl(CT) -0.46 Horz(CT) 0.05 Wind(LL) 0.32 (lac) vdefl Ud 8-9 >999 360 8-9 >677 240 7 n1a n/a 8-9 >973 240 PLATES GRIP MT20 244/190 Weight: 138 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-11-11 oc pudlns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-63 cc bracing. SLIDER Right 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 7=981/0-M.12=95610-8-0 Max Harz 12=-175(1C 10) Max Uplift 7=-607(LC 12), 12=-601(LC 12) FORCES. (Ib) - Max Comr,JMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-1162/1053, 3-4-1034/1031, 4-5-1187/1026, 5-7= 1642/1314 BOT CHORD 11-12=-681/987, 9-11=-645/1044, 8-9=-1095/1460, 7-8=-1095/1460 WEBS 2-11— 42/296, 4-9= 110Y252, 5-9= 559/504, 2-12= 1149/1012 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psQ BCDL=3.Opst; h=1511; B--45ft; L=2611; eave--4f ; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3.1-12, Intedor(1) 3-1-12 to 9-4-0, Extedor(2) 9-4-0 to 13-4-0, Interior(1) 17-6-15 to 26-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat bottom chard live load nonconcugent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 7=607, 12=601. Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 A WARNMG-Vadly des!gn pammefea and BEAD NOTES ON MS AND WCLUDED MVTEKREFEBANCE PAGE M6lsfn rev. 101132015 BEFORE USE valid for use only with MRek➢ conneclors. Rib design is based only upon parameters shown, and Is for anhdlvdual ouldl g component rat Nil' ns a Insystem. Before use. the Widlng designer must verify Ina opplicabeliy of design parameters end aopedy hcoporate this design Into the overall buadtrgdedgn. Brwtngindk;atedktopeveni Wcklhgot(WMdualhussweb /orclardmembemordy.Atl[911ora1 temporary mtl permanent braGrg MiTek' is always required for stabillty and to prevent collapse with possbie personal h)xy end properly damage. 6o general guidance, rego<mng the fobrIcalca storage.delivery, erectere and bracing of tauso and truss systems seeANSUMI Qua,@yCModa. DS849 and BM Buldhg Component Ml 6904 Parke East Blvd. S fy informatlonova leble from Tnrss Plate Institute, 218 N. Lee Sheet. Suite 312, Mexcadda, VA 4. Tanya, FL =10 Job Truss Truss Type . qry Ply HUTCHINGS T15312293 75569 �G3 Common 4 1 _ Job Reference (op0pnal) Chambers Truss, Inc.,- Fort Pierce, FL 3x4 4X6 = 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:50:54 2018 Page 1 ID:SNJAac6zJSFSOKYZSGHjZeyUW Rp-AeTw5i-xRUOdnHEN918Wt0?W nvYYjmPOGBOdyUTJI Scale=1:44.6 6 to 6x8 = 3.4 = 3n6 = 3x4 = 3x8 11 8-10.8 17-5-8 26-4.0 &10-e 8-7-0 8.10-8 Plate Offsets (XY)- f4:03-0,0-3-01 f6:0-5-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.20 7-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Ved(CT) -0.32 7-9 >994 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.05 6 n/a NO BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.12 7-9 >999 240 Weight: 137 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD SLIDER Right 2x6 SP No.22-6-0 WEBS REACTIONS. (Ib/size) 10=95610-8-0.6=981/0-8-0 Max Horz 10=-206(LC 10) Max Uplift 10=-601(LC 12). 6=-607(LC 12) FORCES. Ob) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-1131/951, 3-0=-1514/1244, 4-6=-1606/1188 BOT CHORD 9-10= 612/1063, 7-9= 485/923, 6-7=-951/1425 WEBS 3-9=-89/329, 3-7= 484011, 4-7=-353/445, 2-10= 1166/865 Structural wood sheathing directly applied or 5-1-1 oc purims, except end verticals. Rigid ceiling directly applied or 7-5-15 oc bracing. 1 Row at midpt 2-10 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf, h=15ft; B=45ft; L=261t; eave=4ft Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(l) 3-1-12 to 11-4-0, Extenor(2) 11-4-0 to 14-4-0 zone; cantilever left and fight exposed ;C-C for members and forces R MW FRS 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 nonconcurrenl 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 my other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11b) 10=601, 6=607. Thomas A. Alban PE No.39380 MTsk USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING-Verlyeeslgn parameters and REAP NOTES ON FNISMD AICLUDED MREKREFERANCE PAGE MIP74T3mv. 1000AVIS BEFORE USE. ' Design vdld for Use oNYWIth VA.-)cannxctaS.Thhdes15g1 b basad only upon Wrametersstlown, and h far an 4w ud bulding component. not L a imsssWom. Before use. the buadrg designer must verlfy fhe applicablinyof design parameters and properly Incorporate Ihb design Into the overall buadrgtlesign. Wachglnd WedisloWevenibucgingottt Mducfl av ba /orchordmembersoNy. Adddaonaltemporary and permanent brocing MiTek' Is always required for stoblliiy and to prevent collapse with Paalbre personal hlury and property damage. For general gWdalce regarding the fablcatlon, storage. deWery, erection and bracing of trusses and I=systems. seeANSg/Pll Guo/6y CrSer . VS8419 and BCSI Bugdblg Component 6904 Parke East Blvd. Safetymficar atbmvoliable from Tnsr Rde hstilum, 218 N. Lee Street. Stile 312, Alexandfla VA 22314. Taaa+a, FL 33610 Job Truss Truss Type Oty Ply HUTCHINGS T15312294 75569 G4 Common 3 1 Job Reference(opOonaU_ Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc- Thu Oct 11 13:50:552018 Page 1 ID:SNJAac6zlsFSOKYZsGHjZ9yU W R"Kl H70ichlcfEl rToSg_6jOAOw6nHOCweg4y3yUTJk i9-12 113-0 18$-0 2710 &T--12 --" - 4x5 = Scale: 1/411' 3x4 10 6z8 = 3x4 = 3x6 = 3x4 = 3x8 It 3x4 = 274-0 6f08 1J-58 26-0g 26-d-0 � 8108 &7-0 I ai-a 71� 1-0O Plate Offsets (X.Y)-- r4:03-0.03-01 r6:03-8 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(LL) -0.21 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.33 7-9 >984 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.T7 Hou(CT) 0.04 6 We n/a BCDL 10.0 Code FB02017/1PI2014 Matnx-MS Wind(L-) 0.14 7-9 >999 240 Weight: 140 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-103 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. SLIDER Right 2x6 SP No.2 2-6-0 WEBS 1 Row at micipt 2-10 REACTIONS. (lb/size) 10=954/0-8-0, 6=1058/0-8-0 Max Horz 10--21 G(LC 10) Max Uplift 10=-600(LC 12), 6= 655(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 1127/949, 3-4=-1498/1217, 4-6= 1596/1160 BOT CHORD 9-10= 585/1070, 7-9= 457/929, 6-7=-916/1410 WEBS 3-9=-94/332, 3-7= 475/698, 4-7=352/443, 2-10= 1163/858 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst; h=151t; 8=45f ; L=27111; eave=4h; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-1-12 to 3-1-12, Interior(l) 3-1-12 to 11-4-0, Exlenor(2) 11-4-0 to 14-4-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) ` This imss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-&C wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb Uplift at joints) except 01=11b) 10=600, 6=655. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 AWARNWG-VMfyde gnparemetem=d READNOTE ONT ANDWCLUDEDMREKREFERANOEPAGEMR74MMr . 16?01201S8EFOREUSE DeSgn Yale fat Use , grid hfor at deslgrt k bmedaNY upon pogo h M.IIekD gdesIgner otrot Parameters co paud thisdesign a use. t Must l obBlNo1desgnrr Parameters .ro a hussyslem. Beforeuse,the lu 6l ie ddlRnalle Ihtstlesan Into rmoverall GtldPg ngllempwaryondpethe txaditg MiTek' pes nlmust oitta[vld y. opeffydormaga. Y genei required illtyc coalltkfrevent nllapse,rgowOh pndiblepenmt"ury. and hglWgflm slored(IN elivelN andtoprevenoracty of Inoses and persofern%. seeAfXropertydgmgge. Farg11-81? nddatcereghisr Co theEW bractrp of se Mexanch'110Uo231CrdeM, D3B-09 and BC3l Huftltrp Component lbn,storage, delivery.erection,Truss; aMreet Blvd. 6904PeFL Plat sulemi 5[Uey Nfgrm,xfbmvaYade from Tres Rote Institute, 210 N. Lee Sheet Suite 312 Alexaittle¢ VA22314. Sofely 18N. Terrye, FL 33610 3n10 Job Truss Truss Type Ojy Ply HUTCHINGS T15312295 75569 GRA Hip Girder 1 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:50:582018 Page 1 ID:SNJAac6zlsFSOKYZsGHjZ9yUW Rp-2viPISIV-g_DSUa2TDDhkM2fs74MUUNMKGEPZOyUTJh 1 4-314 8-0-0 11-30 15-4-0 19-0-2 z3-0.0 4-3-14 38-2 38-0 3-8-0 3-8-2 4-314 Scala=1:39.0 ass = 2x3 11 Sx6 = 4 2a 29 5 30 316 ex3 3x4 = 4x6 2x3 11 3x4 = 2x3 11 Sx6 Sz6 = 3x4 = 3x4 = 234 0 1 -0 4-314 8-0-0 1180 tS4-0 11P3 Yf-00 22dA 1-0O d-0 22 1 .a 1 3-BU 3$O ~ see 211-14 1-0O Plate Offsets(XY)-- 11:0-1-00-1-111 f4:03-00-2-4116:03-00-2-4119'0-1-00-1-111 LOADING (Pat) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(ILL) 0.39 12 >720 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Ven(CT)-0.3712-14 >756 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.29 Horz(CT) -0.06 9 Na n/a BCDL 10.0 Code FBC2017/TP]2014 Matrix -MS Weight: 113 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc pur ins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or4-11-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=1558/0-8-0, 9=1557/0-8-0 Max Horz 1=-120(LC 23) Max Uplift 1= 1340(LC 8), 9=-1340(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2269/2070, 3-4-273612560, 4-5-2542/2445, 5-6=-25422445, 6-7=-2736/2560, 7-9=-22682070 BOT CHORD 1-15= 1730/1974, 14-15-1730/1974, 12-14-22422542, 11-12= 22422542, 10-11— 1730(1973,9-10= 1730/1973 WEBS 3-15-262293, 3-14=-829/761, 4-14=365/491, 5-12-23W331, 6-11=-365/490, 7-11=-831/762,7-10-215W94 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.0psf; h=15tt; B=4511; L=24ft; eave=4N; Cat. 11; Exp C; Encl., GCpi-0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 hearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1340,9=1340. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ib down and 411 lb up at 8-0-0, 1501b down and 204 Ib up at 10-0-12, 1501b down and 2041b up at 11-8-0, and 15011cdown and 204110up at 13-3-4, and 231 Ib down and 411 Ib up at 15-4-0 on top chord, and 278 Ib down and 376 lb up at 8-0-0, 801b down and 28 Ib up at 10-0-12, 80 lb down and 281b up at 11-8-0, end 801b down and 281b up at 13-3-4, and 2781b down end 376 ib up at 15-3-4 on bottom chord. The designtselection 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 (pit) Vert: 1-4=-54, 4-6=-54, 6-9= 54, 16-22=-20 Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNING- VerWrIaWgnparamerers antl NERD NOTES ON THISAND DICLUD£D MDEKREFERANCEPAGEMD-74"Mrs. 10112/1015BEFORE USE Design valdfor Use"AM kJfel9 connectors.INstlesll$tbbased oNy upon paraneters stawn antl Isfor an adividud Watlltg cromlaonent,not a truss system. Before use. Me bulikk g designer must very the applicability of dedW parameters orb properly haarparata the design Into the overall Wilding design Wachglyd WcMiWofhdivMwltlusswebmsd/orcl dmembmoNy. Addlionatempararyandpermanentbradrg MiTek' edlstoprevent B ahvays regWfed for slabllity and to prevent collapse wBh poszbie personal Wary and popery damage for general guidance regortlhg the 6904 Parke East Blvd fabicatbn storage, delivery, erection anb bracing of trusses and Huss systems, seeAtl MII QWMY Cldedq DS"9 and RCM Wilding Component Safety from Truss Rate Instihrte. 218 N. Lee SM1eet. Sulte 312, Alexandra, VA 22314. - T.Wa, FL 3351D Job Truss Truss Type Oty Ply HUTCHINGS T75312295 75569 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:50:582018 Page 1 ID:SNJAac6zJsFSOKVZsGHjZgyUW Rp.2viPISIV_g_D5Ua2TDDhkM2fs74MUUNMKdEPZOyUTJh gala F e-aa n-e-o 154-o 1 to-o-2 zaa-o 1 a3-ia 54-2 3Si. o1i�1 :-F--2 4EM. Scale = 1:39.0 5x6 = era 11 5x6 = 4 2a 29 5 30 316 5 = 2x3 3z4 = 4A 2r3 11 3x4 = 2r3 II 5x9 3x4 = 3x4 = 2340 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ve 1(CL) 0.39 12 >720 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Ven(CT)-0.3712-14 >756 240 BOLL 0.0 ' Rep Stress [nor NO WB 0.29 Horz(Cl) -0.06 9 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS Weight: 1131In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD SlructOral wood sheathing directly applied or 4-1-9 oc pudins. BOT CHORD 2x4 SP M 31 SOT CHORD Rigid ceiling directlyapplied or 4-11-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x6 SP No.22-6-0 REACTIONS. Qb/Size) 1=1558/0-8-0, 9=1557/0-8-0 Max Horz 1= 120(LC 23) Max Uplift 1=-1340(LC 8), 9=-1 340(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-2269/2070, 3-4= 273612560, 4-5=-2542/2445, 5-6=-2S422445, 6-7=-27362560, 7-9= 2268/2070 BOT CHORD 1-15=-1730/1974, 14-15= 1730/1974, 12-14=-22422542, 11-12= 22422542, 10-11= 1730/1973,9-10= 1730/1973 WEBS 3-15=-262293, 3-14=-829/761,4-14=-365/491, 5-12=-233/331, 6-11=-365/490, 7-11= 831/762, 7-10= 263294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0ps1; h=15ft; B=45tt; L=24f ; eave=4tt Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and 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 pat bottom chord live load nonconcument 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 toss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=1340, 9=1340. 7) Hanger(s) or other connection device(s) shall be provided sutficaent to support concentrated load(s) 231 Ito down and 411 lb up at 8-0-0, 1501b down and 2041b up at 10-0-12, 1501b down and 2041b up al 11-8-0, and 150Ib down and 204 Ib up at 13-3-4, and 231 Ib down and 4l l Ib up at 15-4-0 on top chord, antl 2781b down and 376 Ib up at 8-0-0, 801b down and 28 Ib up at 10-0-12, 80 to down and 28 to up at 11-8-0, and 80 lb down and 28lb up at 133-4, and 278 to down and 376lb up at 15-3-4 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: 1-4= 54, 4-6= 54, 6-9=-54, 16-22= 20 Thomas A Alban! PE No.39360 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33910 Date: October 11,2018 A WABNDIG-Venryden,.PanmMers.dR ADNOTESONTNSANOWCLUDEDMNEKAEFENANCEPAGEMI47473rev. 10MY20159EFONEUSE Design decomponent us.th Wi E basedoNy Wonparameters shown.andhforankrdivlorat atruas system.tis Intothe overall icangdnectas.ost very er edisystem:Beforeuse.thecledIn0tl to revetmustverifytheapplculsofdesignparametersantlrsopetlyddiflorateihktlry bWN�dequiresign. &ache intllcatetl cMxtlmemnage. ualirusswebry ac@VHaanent bracltxl MiTek' a preveventlogPse of rpossbofinolvlf. general re lty antltopreventcollapse leas One! tlamoge. for g&D-8 alndtlancere laysrequeedf, delivery, leases, andepe�nal &seerAxlpropedy f crnc�Not Nrochg, apOmy ClDeli; DSa-09Or1DBCSIWI&dhg Cpmponanr Ang Co p tobrlcatbn.storage, tlelNeryfrom s, Blvd. 6904PaFL SOMfyhblmalfolnvdlaGe from inns Nate Institute, 218 N. Lee SM1eet. Suite 312. Plezantlda. VA 22314. Truss N.Lentltmsssy to31 Aexa dra 33610East Tampa, FL 33610 Job Truss Truss Type Ply HUTCHINGS T75312296 75569 GRB Common Girder 7 2 Job Reference (opfionah Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:50:59 2U18 I 4x5 II Scale=1:39.6 4x12 = THD26 6xa MT1814S = HUS26 HUS26 HUS26 HUS26 Bx70 13x4 I 1Ox10 = 3x8 I 8x10 = HUS26 HUS26 1-0.07 46 6-5-12 11-8-0 16-10d 22.4.0 1-0-0 -d- 5-1-02 5-2-4 6.2.4 _ SS72 ]o Plate Offsets (X Y)-- 11.0-1-1 G-061 11'G-0-4 Edoe1 15'0-0-5 0-0-21 15'0.6-3 0-0-41 15'Edge 0-4-71 LOADING last) SPACING- 2-0-0 CSI. DEFL in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.37 7-9 >723 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.41 7-9 >656 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) 0.06 5 n/a r9a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 243 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except' 3-7: 2x4 SP M 30 WEDGE Left 2x4 SP No.3, Right 2x6 SP No.2 REACTIONS. (Ib/size) 1--1873/0-8-0, 5=5831/0-8-0 Max Horz 1=168(LC 7) Max Uplift 1= 3404(LC 8), 5=-3858(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc puffins. BOT CHORD Rigid ceiling directly applied or B-0-12 oc bracing. FORCES. (Ib) -Max. Comp/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9463(6700, 23-8370/5785, 3-4=8382/5795, 4-5— 1077lt7l67 BOT CHORD 1-9= 603W8602, 7-9= 6038/8602, 6-7-6511/9863, 5-6=6511/9863 WEBS 2-9=-821/934, 2-7= 1052/1001, 3-7=-4111/6020, 4-7-2456/1531, 4-15 -1076/1891 NOTES- 1) 2-ply Tmss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 co. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.Opsf; h=15fh, B115ft; L=24ft; eave=4ftl Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 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 It, uplift at joint(s) except Ut=tb) 1=3404, 5=3858. 9) Use USP THD26 (With 16d nails Into Girder & NA91) nails Into Truss) or equivalent at 8-0-12 from the left end to connect tmss(es) to back face of bottom chord. 10) Use USP HUS26 (With 16d nails Into Girder & 16d nails Into Truss) or equivalent spaced at 2-0-0 oc max starting at 10-0-12 from the left end to 20-0-12 to connect tmss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNOIG-Verlydoagnpmametersendf?�DNOTES ON MOMCLU0E0A KFEF£RANGEPAGEN 74MMV. 111Y015E15PORE USE 0eslmu va ld fa 1ae orhy with MfteKOcamectds. TNs design h bool only Iman laaaneteiss ovnt and hfot an txtVaR d 1xi9W' g cdnponenL not a tnzosWem. Before use. me b aIng designer mrrsl very the aCoicabUN ofdeskm pea voters ant properly Incorporate f cleslgn Into the overall NdNkludauss dmeml MMY. Admflond fempotayantl pennanenl bradrq MiTek' buiscengdedgn. Brachghxlba bloWevenfbucllirgof cncl/ad hdwaystec"re f%5toUlltyandtopreventcdlapsewnhposshlepemondhWy p(opeMdmnq . Fot Oarord gddrnce regad<g Rie fahkafbr storage. delNery, eteclbn arxi hachg of mrrasarid tmssystems. seeANSU1p1/ CUa@V CrOaft DSBdgmtdir=&RAV Comon pent SOreyMorma6omvdlade eom Ttus Plate Insfltude, 218 N. Lee Sleet, suite 312. Aexondda. VA 22 14. SaM BB Tenpo, 69G4 Park. EastNtl. Job Truss Truss Type qry Ply HUTCHINGS T75312296 75569 GRB Common Girder 1 �a G Job Reference o floral Chambers Truss, Inc., Fort Pieme, FL 8.130 a Mar 11 2018 Mi I ex Inc. Thu Oct 11 13:60:59 2e18 45 II Scale = 1:39.6 4z12 = THD26 Sze MT18HS = HUS26 HUS26 HUS26 HUS26 Bz10 I 3x4 10z10 = 3x8 ez10 = HUS26 HUS26 1-0.01 6-5-12 H-B-0 16-104 22.4-0 1-0.0 d- 5-1-12 5ll- 6.2.4 5-5-12 Plate Offsets (XY1-- 11:0-1-1 0-031 r1:0-0-4 Edge1 15:0-0-5 0-0-21 15:G-63 0-0-41 15:Edoe 03-71 LOADING (pSQ SPACING- 2-0-0 CSI. DEFL in goc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.37 7-9 >723 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.41 7-9 >656 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress [nor NO WE 0.44 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matil Weight: 2431b FT=20% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 3-7: 2x4 SP M 30 WEDGE Leff 20 SP No.3, Right 2x6 SP No.2 REACTIONS. pb/size) 1=1873/0-841,5=5831/0-8-0 Max Horz 1=168(LC7) Max Uplift 1= 3404(LC 8). 5=3858(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc pudins. BOT CHORD Rigid ceiling directly applied or8-0-12 oc bracing. FORCES. (Ib) -Max. Comp./Max Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 1-2= 9463/6700, 23= 8370/5785, 3-4= 8382/5795, 4-5= 10771/7167 BOT CHORD 1-9= 6038/8602, 7-9= 6038/8602, 6-7= 6511/9863, 5-6--6511/9863 WEBS 2-9=-821/934, 2-7= 1052/1001, 3-7=-4111/6020, 4-7-2456/1531, 4-6=-1076/1891 NOTES- 1) 2-ply tlu8 to be connected logetherwith 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 20 -1 row at 0-9-D oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45f1; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This buss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psi 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 loos to bearing plate capable of withstanding 100 to uplift atloint(s) except Qt=lb) 1=3404, 5=3868. 9) Use USP THD26 (With 16d nails into Girder & NA9D nails Into Toss) or equivalent at 8-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use USP HUS26 (With 16d nails Into Girder & 16d nails Into Truss) or equivalent spaced at 2-0-0 oc max starting at 10-0-12 from the left end to 20-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger Is in contact with lumber. LOAD CASE(S) Standard Thomas A. Albani PE No.39360 MiTak USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Job Truss Truss Type Oty Ply HUTCHINGS T75312297 75569 GRID Half Hip Girder 1 1 Job Reference q tional Onamoers I russ, Inc., t-OR Meme, rL e.l su s Man 1 zul u mu ex Inausmes. Inc. I nu act 11 13:51:u2 2u18 Scale = 1:58.2 5.00 12 5x8 MT18HS = 4 3x8 = W 11 5x8 MT1SHS = 2x3 11 5x10 = 3x4 11 26 27 5 28 29 30 6 7 31 32 8 33 34 8 35 36 10 3x4 i 4x8 i 3 M = 2 v 19 18 16 1s t3 12 11 17 37 38 39 40 14 41 42 43 d5 2x3 II 2x3 11 2x3 H 3x5 = 5x8 MT18HS = 4x10 = 4x12 = 6x10 W18HS = 3x4 = 6x8 MT18HS = 14o 1-09 4y14 8-0O 11414 1&1d5 23Q-1 2522 a 2 �1-0el 2-11-14 3$2 S19d 1 42 1 S62 S62 51-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LIL) 0.67 15-16 >597 240 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.66 15-16 >602 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) -0.18 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD 1-17: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-&0 REACTIONS. (Ib/size) 1=2368/0A-0, 11=2466/Mechanical Max Horz 7=203(LC 8) Max Uplift 1= 1929(LC 8), ll=-1990(LC 8) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 13--8716/3127, 3-4= 4392/3747, 4-5-559614689, 5-7= 5596/4689, 7-8— 5124/4179, 8-9=-5124/4179, 10-11=-233/254 BOT CHORD 1-19-2848/3228, 18-19=-2848/3228, 16-18=3532/4056, 15-16=-4885/5933, 13-15=-4885/5933, 12-13= 2591/3196, 11-12= 2591/3196 WEBS 3-19= 260/274, 3-18=-867/914, 4-18=-67/285, 4-16=-1384/1842, 5-16= 566/635, 7-16=-414/280, 7-15=-9/401, 7-13= 976/852, 8-13= 528/591, 9-13= 191512325, 9-12=0/430, 9-11=-3802/3083 PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 1841b FT=20% Structural wood sheathing directly applied or2-o-15 oc pudins, except end verticals. Rigid ceiling directly applied or 3-3-4 oc bracing. 1 Row at midpt 9-13, 9-11 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 13=45f; L=33It; eave--ffq Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever IeR and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 1=1929, 11=1990. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 416 Ito up at 8-0-0. 150 Ito down and 204 lb up at 10-0-12, 150 lb down and 204 Up up at 12-0-12, 1501b down and 2041b up at 14-0-12, 150 lb down and 204 Ito up at 16-0.12, 150 lb down and 204 It, up at 18-0-12, 150 lb down and 204 lb up at 20-0-12, 150 lb down and 204 Ib up at 22-0-12, 150 lb down and 2041b up at 24-0-12, 150 lb down and 204 lb up at 26-0-12, 150 lb down and 204 lb up at 28-0-12, and 150 lb down and 204 Ito up at 30-0-12, and 150 lb down and 204 lb up at 32-0-12 on top chord, and 278 lb down and 376lb up at 8.0-0, 80 lb down and 28 lb up at 10-0-12, e0 lb down and 28 Ito up at 12-0-12, e01b tlown and 28 It, up at 14-0-12, 80 Ib down and 28 lb up at 16-0-12, 80 lb down and 281b up at 18-0-12, 80 Ito down and 28 It) up at 20-0-12, 80 lb down and 28 lb up at 22-0-12, 80 far down and 28 It, up at 24-0-12, 801b down and 28 Ib up at 26-0-12, 80 lb down and 28 lb up at 28-0-12, and 80 lb down and 281b up at 30-0-12. and 80 lb down and 28 In up at 32-0-12 on bottom chord. The design/selection of such connection Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WAMMMG-Verifydesignparea0.sand READNOTES ONTMSAN0MMUDEDMREKREPEMNCEPAGEN6747r.. 1¢ 0158EFOREUSE DeSgn valid for Use ordy tvlm Milerconnectors. TNs design b based only Upon parameters shown, and Is for an aldividual Wading component, trot a truss system. Before use. the bWiding designer must verify the oppl aob011y of design porometen and! property Incorporate this design Info the overall brAcSrg deslfln. Racarg8u9cated"opfevent WCNIWofin [Adualhuswe and/orctrordmembersoNy. Ad<911onai temporary antl permanent bradng MiTel b always required for slabrily and to prevent collapse vrUh possaxe personal Injury antl pmpedy damage. For general guidance regarNrxl the fabrication, Storage, dellVery, erection atb tracing of trusses and hus systems seeAN51/IPII Guaffy CdloM, DS849 and SCSI SuMing Componml 69U Parke East Blvd. SwWy ldormaNcorvallabiefrom Trus Rare InAlute.218 N. Lee Sheet Suite 312, Nexancl4a. VA 22314, Tern FL 33610 Jab Truss Truss Type , 4ty Ply HUTCHINGS T15312297 75569 GRID Half Hip Girder 1 1 Job Reference (optional) cnamoers I use, Inc., 5.00 F12 tort rlerce, rL 8-011 3.6-2 5x8 MT18HS = 4 o.IJuS vw 11 Zulb IVIIIBR IIIVaJmtlS, Ilia. uN vcr , IJA LVc cV 10 3x8 = W 5x8 MT18HS = 2x3 I I 5x10 = 3.4 II 26 27 5 28 29 30 6 7 31 32 a W 34 9 35 36 10 ME b 1, VAA Scale=1:58.2 19 to 16 15 13 12 11 17 37 38 39 40 14 41 42 43 2Y3 II I 2x3 I 3x5 = SA MT18HS = 400 = 4x12 = We MTISHS = 3x4 = 5x3 MT18HS = IA 0 1-00 d3-0d 60a 11194 1&1.15 23-2-1 2&2-2 33-0 a 140 2 4 362 I 11-14 562 Y62 ~ 562 Yi-04 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LIL) 0.67 15-16 >597 240 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.6615-16 >602 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.94 Horz(CT) -0.18 11 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD 1-4: 2x4 SP M 31 BOT CHORD 20 SP M 30 -Except- BOT CHORD 1-17. 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2.2-6-0 REACTIONS. (Ib/size) 1=2368/0-8-0, 11=2466/Mechanical Max Horz 1=203(LC 8) Max Uplift 1-1 929(LC 8), 11= 1990(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 13= 3716/3127, 3A 4392/3747, 4-5= 5596/4689, 5-7-5596/4689, 7-8= 5124/4179, 8-9=-5124/4179, 10-11=-233/254 BOT CHORD 1-19=-2848/3228, 18-19= 2848/3228, 16-18=3532/4056, 15-16-AS85/5933, 13-15= 4885(5933,12-13=-2591/3196,11-12= 2591/3196 WEBS 3-19=-260/274,3-18=-867/914,4-18= 67/285,4-16=-1384/1842, 5-16= 566/635, 7-16=414/280, 7-15= 9/401,7-13= 976/852, 8-13=528/591, 9-13=-1915/2325, 9-12-0/430, 9-11= 3802/3083 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 184 lb FT=20% Structural wood sheathing directly applied or 2-6-15 oc putdins, except end verticals. Rigid ceiling directly applied or 3-3-4 oc bracing. 1 Row at midpt 9-13, 9-11 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOLd.60 plate grip D0L--1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=1b) 1=1929, 11=1900. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ib down and 416 lb up at 8-0-0, 150 he down and 204 Ib up at 10-0-12, 150 Ib down and 204 Ib up at 12-0-12, 150 lb down and 204 Ib up at 14-0-12, 150 lb down and 204 Ib up at 16-0-12, 150 lb down and 204 lb up at 18-0-12, 150 He down and 204 Ib up at 20-0-12, 150 He down and 204 to up at 22-0-12, 1501b down and 204 Be up at 24-0-12, 150lb down and 204 Ib up at 26-0-12, 150 Ib down and 204 Ito up at 28-0-12, and 1501b down and 204 Ib up at 30-0-12, and 150 ib down and 204 lb up at 32-0-12 on top chord, and 278 to down and 376lb up at 8-0-0, 80111 down and 28 Re up at 10-0-12, 80 to dawn and 28 Ib up at 12-0-12, 80111 down and 28111 up at 14-0-12, 80 III down and 28 la up at 16-0-12, 80 Ib down and 281b up at 18-0-12, 80 Ib down and 281b up at 20-0-12, 80111 down and 28 Ile up at 22-0-12, 80 lb down and 281b up at 24-0-12, 80 to down and 28 Ib up at 26-0-12, 80 lb down and 28 lb up at 28-0-12, and 80 lb down and 28 Ile up at 3G-0-12, and 80 lb down and 28 Ib up at 32-0-12 on bottom chord. The design/selection of such connection Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 AWA MWQ-Vedfydestgnpammefers antl NEADNOTES ON MMAND INCLUDED MnEKRE EBANCE PAGEMb7473mv. 1M1i2015EEMREUSE Dedgn vdid for use onlywith Mnelt9 aonneolom. Iles design is based only upon porametersshown, and isfor an IntlMdual buuding component, not � o fora system. Before use. the building designer must verify the applcablIM/of design parameters and proPeny incorporate thBdes'gn Into the overall buadingdesign.&actrlg irvakatetlis to arM/or ctwrtl members only. Addllormltemporaryandpermanent Mating MiTek' preventbrcginO oflMlvldwlinusweb baiwaysrecidredforsta ffyondtopoventcollg wtthpossbepersondinluryondpfoperryckunpe. For generol0uldance regartling the fabdcWl storage.delNefy,erectionandbfmkxloflnmesondtmsssystem%s ANMPIICuaMy Crdetb.DS"9mfd BCSlg MMgComponent 6904 Parke East Bard. SWi,ty fnMOnafbmvallable from Truss Rate Insnfute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tempe, FL 33610 Job Truss Tmas Type Ply T15312298 75569 GRE HIPGIRDER �Qfy 1 1 �HUTCHINGS Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL e.13U 5 Mar 11 zul u MI I eK mausmes, mc- I nu Vet l l 1 J:O1:W Gu Iu 414 = 15 4x8 = 4x8 II 4x8 II LOADING first) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/rP12014 LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 1=419/0-8-0,4=41910.8.0 Max Horz 1=60(LC 7) Max Uplift 1=-570(LC 8), 4=-570(LC 8) Max Grav 1=422(LC 17), 4=422(LC 18) Scale = 1:18.7 CSI. DEFL, in floc) Vdefl Ud PLATES GRIP TC 0.23 Vert(LL) 0.06 5-6 >999 240 MT20 244/190 BC 0.23 Vert(CT) -0.04 5-6 >999 240 WB 0.03 Horz(CT) -0.01 4 n/a n/a Matrix -MS Weight: 46 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid telling directlyapplied or 10-0-0 cc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-2=374/535, 23— 302/509, 3-4= 374/537 BOT CHORD 1-6=436M2, 5-6= 440/302, 4-5= 437/302 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-4.2psf; BCDL=3.Opsh h=151t; B=45f1; L241t; eave=4N; Cal. II; Exp C; End., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 Pat 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 It between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=570,4=570. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 212lb up at 4-0-0, and 93 lb down and 89 lb up at 5-8-12, and 133 lb down and 212 to up at 7.4-0 on top chord, and 74 Ito down and 9 lb up at 4-0-0, and 57 lb down and 4 Ib up at 5-8-12, and 741b down and 9lb up at 7-3-4 on bottom chord. The deslgntselectlon 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 (pit) Vert 1-2-54, 23=-54, 3-4=-54, 7-11=-20 Concentrated Loads (lb) Vert 2=-9(F) 3=-9(F) 6=9(F) 5=9(F) 15— 4(F) 16=4(F) Thomas A. Albani PE No.39380 Mick USA, Inc. FL Carl 6634 6904 Picks East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING-Vedlydavlgaaanmet4rsend REAONOTEs ONTI MDfiVCLUVMAlTEKREFEMNCEPAGEMP7473.. 16MYR015BEFOREUSE Dedgnvoikl fol useoNywith hNtel conmion. Rthdedgn hbased oNy Upon parametersdrown,antlhfol MIMMduol biAldInd component, not a truss system. Before use. the b tdirg designer must verify the OppOmbIltyof dedgn parameters aM propedy bcomorate n45 design Into the overall blcingdedgn. Bracbg WM afedlsfoprevenf WcldBgof[rKWtallmsweband/mr dmembmoNy. Atltllibrwl tempor®1'aM permanent baGrg MiTek' halwaysreg edfors1ab14mdtopreventcollcp WthpossUepew» Inp OWPIOperty m a. Forgeneralixadancerego;dN he fobk mstorWo.dellvery,erectimn UacbgoftmeesaMtmsssysteM&. ANSbWil UaMy Crrterb,DSB49and ScsIRUBdbg Compenenf 6904 Parke Eml SNd. Suyalybdoanasb cilabe from buss Rate Instllme, 218 N. Lee smear, aulle 31Z Alexandria VA 22314. Torrya, FL 33610 Job Truss Truss Type Oly Ply HUTCHINGS T75312299 75569 GRG Hip Girder 1 1 Job Reference (opdonaN unaerDKS Truss, no., tort rierce, B-1 BU s Mar 11 zota MI I eK Ir ID:SNJAac6zlsFSOKYZsGHjZeyU W Rp-Helpe)( 43-14 8-0-0 t31-9 18-7.7 24-0-0 43T4 382 53 52� 5�9 5x6 = 3x4 = 3x8 = 5x6 = 5.00 12 4 30 31 5 32 33 34 35 W 6 W 3B 7 1 I Inc. I nu uct 11 13:b1:U] zuiu Scale = 1:53.9 3x4 i 4x8 9 3 x8 = 2 3x4 a 4x6-� a 5x6 �1. ,-xp M 17 16 39 40 is 41 14 42 13 43 3x4 = 2x3 11 axa = 3x4 = 5xB MT18HS = 2x3 11 12 it 3xa = 2x4 11 3x4 = 140 3240 100 4-314 P8P0 13J-9 1644 2400 2]82 30.&0 34G0 t00 2-N-4 38-2 5d-9 1 S2-t1 Sd-9 38-2 2-141d OG-�I "a 1U0 Plate Offsets(XY)-- 11:0-1-00-1-101, I1:0-1-14,Edoel f4:03-120-2-81. f7:0-3-120-2-81 (10:0-1-00-1-101 [10:0-1-14Edge] LOADING (Pat) SPACING- 2-0-0 CST. DEFL. in (too) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.77 Vert(LL) 0.52 13-15 >740 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.51 13-15 >757 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor NO WB 0.40 Horz(CT) -0.15 10 We n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Weight: 1701b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. 4-7:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-7 on bracing. BOTCHORD 2x4 SP M31 WEBS 1Row at midpt 5-16,6-12 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=2199/0-8-0, 10=2199/0-8-0 Max Horz 1=132(LC 7) Max Uplift 1=-1842(LC 8), 10=-1842(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-3422P2979, 3.4=-4029/3561, 4-5=-3758r3388, 5-6=-5047/4417, 6-7= 3758/3388, 7-8=4029/3560, 8-10=-342212979. BOT CHORD 1-17= 2515/2972, 16-17= 2515/2972, 15-16=-4214/5047, 13-15= 4216/5047, 12-13=-4216/5047, 11-12= 2515/2972, 10-11=-251512972 WEBS 3-17= 233P256, 3-16= 854/926, 4-16=-744/968, 5-16=-1575/1224, 5-15=-14/422, 6-13=0/422, 6-12=-1S76/1227,7-12=-744/968,8-12= 855/925, 8-11=-233/256 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 3=451t; L=32ft; eav"ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Re uplift at joint(s) except gt=lb) 1=1842, 10=1842. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 to down and 415 Ile up at 8-0-0, 150 lb down and 204 Ito up at 10-0-12, 150 lb down and 204 to up at 12-0-12, 150 He down and 204 to up at 14-0-12, 1501b down and 204 Ito up at 16-0-0, 150 lb down and 204 Ito up at 17-11-4. 150 lb down and 204 lb up at 19-11-4, and 150 Ile down and 204 Ib up at 21-11-4, and 231 to down and 4151b up at 24-0-0 on top chord, and 278 Ito down and 3761b up at 8-0-0, 80 to down and 28 Ito up at 10-0-12, 80 lb down and 28 Ito up at 12-0-12, 80 lb down and 28 Ito up at 14-0-12, 80 lb down and 28 Its up at 16-0-0, 80 Its doom and 28 Ito up at 17-11-4, 80 Its down and 28 Ile up at 19-11-4, and 80 Its down and 28 Ib up at 21-11-4, and 278 Thomas A Albani PE No.39380 Its down and 376 Ib up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. MlTek USA, Inc. FL Cad 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: October 11,2015 ®WARNWG-Vedrydenlgn P4remetersend REAONOTES ON MZANO mCLUDEO MTMKREFERANCEPAGEM 7473rev- 1BA3/2015BEFORE USE. 0esgn Vesd for Use only Min M1MkB connectors. ins design k based only upon parameters shovm, antl h fw on hcavkQ ouMing component. not a tees system. Before use. the "ding designer must Verity the appllcablity of desgn parameters antl Voteedy Incorporate Ih6 design Into the overall a•�Yw buRclingtlesgn. Wn glndimledktoprevent Wcklingof9MMdudt=s band/wchordmemWrsoNy. Addlliorwltemporcryondpermanenfbractrg Mole k always regWred for stoblllly antl to prevent collapse wh possmle ponond hlury arW property danWe. for general guldance regarding the fabdcafln storage. delivery, erecton and bracing of trusses antl tans systems seeANS&VII 6tuney CdforfD, DS"9 and BCM Buldi Comp snt 69N Parke E.1 Blvd. SD/afylD/9m1DlbmvarlotNe from Russ Rote IoAft te, 218 N. Lee SKeel. e.Dte 312. A1exaldda VA 22314. Tanga, FL 33610 Job Truss Truss, Type x qty Ply HUTCHINGS T75312299 76569 GRG Hip Girder 1 1 Job Reference o renal Chambers Truss, Inc., - Fort Pierce, FL B.13u 9 Mar 11 zul6 MI I eK 5x6 = 3x4 = 3x8 = 5x6 = 5.00 12 4 30 31 5 32 33 34 35 W 6 37 38 7 Inc. I nu uct 11 1u:b1:Ul aV la rage 1 Seale =1:53.9 3x4 p 3x4 C 4xB i 3 8 4x8 8 X8 = 2 / 5,61 3x4 = 17 16 39 40 15 41 14 42 13 43 W H 3x8 = 3x4 = 5x8 MT18HS = 2x3 11 12 11 3x8 = 21r3 II LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.52 13-15 >740 240 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.5113-15 >757 240 BCLL 0.0 ' Rep Stress [nor NO WS 0.40 Hom(CT) -0.15 10 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except- TOP.CHORD 4-7: 2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 31 WEBS WEBS 20 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0. Right 2x6 SP No.22-6-0 REACTIONS. (lb/size) 1=219910-8-0, 10=219910-8-0 Max Horz 1=132(LC 7) Max Uplift 1= 1842(LC 8), 10= 1842(LC 8) FORCES. (Ib) - Max ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=.3422/2979, 3.4=-4029/3561, 4-5=-3758f3368, 5-fr--5047/4417, 6-7=-3758/3388, 7-8--4029/3560, 8-10--,3422/2979 BOT CHORD 1-17= 2515/2972, 16-17= 2515/2972, 15-16=-4214/5047, 13-15= 4216/5047, 12-13=-4216/5047,11-12=-2515/2972, 10-11=2515f2972 WEBS 3-17=-233/256, 3-16=-854/926, 4-16= 7441968, 5-16= 1575/1224. 5-1 5=-1 4/422, 6-13=0/422, 6-12= 1576/1227,7-12-7441968,8-12=-855/925,8-11_ 233/256 3x4 = PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 170 he FT=20% Structural wood sheathing directly applied or2-11-10 oc pudins. Rigid ceiling directly applied or 3-9-7 Do, bracing. 1 Row at midpt 5-16.6-12 NOTES- 1) Unbalanced roof live leads have been considered for INS design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=45N; L=3211; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconwnenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at }oint(s) except fft=11o) 1=1842.10=1842. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 415lb up at 8-0-0, 150 lb tlown and 204 Ito up at 10-0-12, 1501b down and 204 !b up at 12-0-12, 1501b down and 204 lb up at 14-0-12, 150 lb down and 204 Ib up at 16-0-0. 150 lb down and 204 lb up at 17-11-4. 150111 doom and 204 lb up at 19-11.4, and 150 lb down and 204 to up at 21-11-4, and 231 Ito down and 415lb up at 24-0-0 on top chord, and 278 lb doom and 376 lb up at a-0-0, 80 Ito doom and 281b up at 10-0-12, 80 lb down and 281b up at 12-0-12, 80 ib down and 28lb up at 14-0-12, 80 lb down and 28lb up at 16-0-0, 80 lb down and 281b up at 17-11-4, 80 lb down and 28 to up at 19-11-4, and 80 lb down and 281b up at 21-11-4, and 278 Ito down and 376lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A Alban! PE No.39390 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 O WARNING- Vedfydacrmparemereaaad READ NOTES ONMAS MD INCLUDED MREKREFERANCE PAGEM61477rnv. IOtGaVISSEFOREUSE. Design vaikt lot use only With MDeM corulectors. TNsdeslgn is Wsee only Upon parameters she". and Is far on kncilvlWlar Wading component not a it=system. Before roe, the Witten deagner must Verify fhe oppiicobalry of deslgl parameters aW properly incorporate this Cotton Into fine overall bAClrgdestgn. Hating!ntlk:a IsfopreventWcklingoflndivkluolimssweband/orcMfdmembersoNy. Addtionoltemporarymdp manenl&OCIr MiTek' b always Featured far stabling anal to prevent collalre with possUe celeral hM and properly cameos. For general gulches responding the (ob eatkm, storage, delivery, erection enrl bracing of buses and tms systems, see,4NSUIPII Oua@y Cdlerb, DSSdP and SCSI Budding Component 6904 Parke East Bind. Sofaly9Uonnalbmvollade frame Truss Rate refitule, 218 N. Lee Most suite 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type qly Ply HUTCHINGS T75312300 75569 GRK HIP GIRDER 1 1 Job Reference Loptionaft Gnamoers truss, inc., Pon Pierce, FL D.130SIVIa11120 I o nIOaR muusu w.. mc. -IIN w1„ ie.e,. �o co,a rnev, ID:SNJAac6zIsFSOKYZSGHjZ9yUW Rp-iDRyGZu09MVXXKVLAkPiVDuYd3z541In74V82_hyUTJV 3b14 60.0 10-7-7 15-1-2 196-14 24-0-9 2a41-0 31-0.2 34-e-0 -4- 111 43-11 4!i-11 4-7-7---2 83 - - - -33-14 Scale=1:57.6 SxB MT18HS = 3x4 - 5x9 MT78HS= 5.00 12 4x6 = 3x4 = SxB MT78HS W B = 4rz6 = 3 32 334 34 35 5 36 3738 6 7 39 8 40 41 8 M NO fa 19 42 18 17 43 44 16 45 4647 75 48 49 14 13 50 12 5. = 4x12 = SxB MTIBHS = 2x3 II 2x3 11 3x4 = 4x12 = 516 - 3x4 = 5x8 MT18HS= 3x4 = td-0 316-0 60e 10.]-7 19E-14 2442 Teed 33A0 3} 'Ioo 4Reo 4-]a 4s1I I 4sn l 4-sn l 4-]-> 1 44w�aa LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 1.25 15-16 >333 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.7815-16 >534 240 MT18HS 244/190 SCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) -0.31 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 179 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directlyapplied or 2-11-10 oc puffins. 7-9:2x4 SP M 30 BOT CHORD Rigid telling directly applied or 2-3-6 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at mldpl 4-19. 8-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-1-12. Right 2x6 SP No.2 3-1-12 REACTIONS. (Ib/slze) 1=1922/0-", 11=1926/0-8-0 Max Horz 1=102(LC 24) Max Uplift 1= 2648(LC 8), 11=-2654(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=327/494, 2-3= 3321/4693, 34=3114/4464, 4-5= 4986f7073, 55= 5949/8439, 6-8=5007f7108, 8-9--3120/4473, 9-10=3327/4703, 10-11=329/497 BOT CHORD 1-19=-3221/2339, 17-19=-6921/4986, 16-17=-8287/5949, 15-16= 8287/5949, 14-15= 8287/5949, 12-14=5956/5007, 11-12= 3231/2344 WEBS 2-19=-1177/873,3-19= 1410/932,4-19=-2167/3002,4-17= 1044/687,5-17=-1126/1571, 5-16-331/283, 6-15=309Y284, 6-14= 1102/1530, 8-14= 1039/685, 8-12= 21BW3031, 9-12= 1419/938,10-12=-1178/873 NOTES- 1) Unbalanced roof live loads have been considered for (his design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf; h=1511; B=45f(; L=35f1; eave=411; Cal. II; Exp C; Encl., GCpI=0.18; MW FRS (directional); cantilever left and right exposed: porch left and fight eaglosed; 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 nonconcumanl with any other live loads. 6) • This muss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide - will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (tdb) 1=2648, 11=2654. tO�N d Thomas A Alban! PE No.39389 Mi7ek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A W4RNDIG-Ve *2enlgnp eomand READNOTESONT ANDINCLUDEDN KREFERANCEPAGEMf 74]3rev. 1dD 156EFOREUSE Des:9nw'W(a lae oNYVAth Mdlek9conrcc/on. Rds tlesl9nEbmetlordYnWn Oo<Ometers Smwn. mdkfarm YltllNtlul-d W9tl4q compolont. mt IN a tnm system. Before use.Itxt buaNrlD tle99rer mull verity Ina appllca6ely of tlesign pcxameters av1 ProPerlY Incorporate mbtle50n Into the overdl orYy. Aticntlomlfempwory orW pemiment badrg MiTek' buttlup deslen BacmOlrwlraledkto prevent bucYJlrg ofhWMdual husweb and/a chortlmambers vent wnh posml and ftle kaAvafice fabncotbrt staago. tlellvery,rom True and EraalMe,21 N.teeSmel,aia31 s. Mexorvi tO 21�T.I4. r1D, O3ed9 arM8C5 &rMhg Compon�nf sfaci. eliveNaxcficn KIng.of Mussystere, VIPIZOdl C ftF DS"algddoncerldhgC Sarery WarmO/brxrvallable from mat Rate Instltule, 218 N. Lee Sheet Sidle 312. Plexandila, VA 22314. 6904Perko East Blvd. Tempe, FL 33510 Job Truss Truss Type 1 Qly Ply HUTCHINGS T75312300 75569 GRK HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, Fl- 5x8 MIT18HS = 5.00 12 4x6 = 3x4 = 3 32 334 34 35 5 36 8.130 s Mar 11 2018 MITeK Industries, Inc. I n0 UM 11 13:bl:1U ZU10 rage 1 1 3x4 = Sx8 MT18HS= Sx8 MT18HS WB= 416 = 3738 6 7 39 8 40 41 9 Scale=1:57.6 19 42 18 17 43 44 76 45 4647 16 48 49 14 73 50 12 64 = 4x12 = Sx8 MT18HS = 2X3 11 2x3 3x4 = 412 = 5x6 = 3x4 = 5.8 MT18HS = 3x4 = -0-0 34-B.o 4e0 60e 1P7-7 151-3 19-6-ta 2aO9 2&&0 33-0-0 33-a0 a-sn as11 4s11 b�� OAO ee Plate Offsets(XY)-- 11:0-1-40-1-151 f3:0-4-00-1-1311T0-4-OEdgel f9:0-4-00-1-131111:0-1-40-1-15i (11:0-1-40-1-81 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.95 Vert(LL) 1.25 15-16 >333 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT)-0.7815-16 >534 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) -0.31 11 n/a. rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 179 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. 7-9:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-3-6 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at mldpt 4-19, 8-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Leff 2x6 SP No.2 3-1-12, Right 2x6 SP No.2 3-1-12 REACTIONS. Qb/size) 1=1922/0-8-0, 11=1926/0-8-0 Max Horz 1=102(LC 24) Max Uplift 1= 2648(LC 8), 11= 2654(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=327/494, 2-3--3321/4693, 3-4=3114/4464, 4-5=-498617073, 5-6= 5949/8439, 6-8=-5007/7108, 8-9= 312014473, 9-10-3327/4703, 10-11=329/497 BOT CHORD 1-1"221/2339, 17-19=-6921/4986, 16-17=-8287/5949, 15-16= 6287/5949, 14-15=-8287/5949, 12-14=-6956/5007,11-12=-3231/2344 WEBS 2-19=-1177/873, 3-19— 1410/932,4-19=-2167/3002,4-17=-1044/687, 5-17=-1126/1571, 5-16=-331/283, 6-15=-3091284, 6-14= 1102/1530,8-14=-1039/685, 8-12=-2183/3031, 9-12=-1419/938, 10-12= 1178/873 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15N; B=45tt; L=35ft; eave=4U; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MiT20 plates unless otherwise indicated. 5) This Russ has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 1=2648, 11=2654. Thomas A. Albani PE No.39380 MiTuk USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: n..r^k— 4 4 onI Q Job Truss Truss Type Qty Ply HUTCHINGS T75312301 75569 J1 Jack -Open 18 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.13U a Mar 11 2U18 MI I eK InausUles, Inc. I nu Vct 11 13:01:11 zuia rage 1 ID:SNJAac6zJsFSOKYZsGHjZByUW Rp-AP_KTwewgdN9U3YkSylan54_HNe7107GJ9tbW8yUTJU Scale =1:8.7 3x6 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CSI. TC 0.15 BC 0.16 WB MO Matrix -MP DEFL In Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT). -0.00 Wind(LL) 0.00 Qoc) Well Ud 4 >999 360 4 >999 240 1 Na n/a 4 >999 240 PLATES GRIP MT20 2441190 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left 2x4 SP No.3 REACTIONS. Qb/size) 2=4/Mechanical, 3= 5/Mechanical, 1=148/0.8-0 Max Horz 1=50(LC 12) Max Uplift 2=-14(LC 9), 3---8(LC 12), 1= 157(LC 12) Max Gmv 2=11(LC 17), 3=3(LC 3), 1=148(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=15ft; B=45ft; L--24fp eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) zone;, cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for tr us to It connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) 2, 3 except otdb) 1=157. Thomas A. Albani PE No.39380 Il USA, Inc. FL Cart 6634 ISM Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WABNDIG-Vedlydaslgnparemefm=dRE DNOTESONTMSANDMCLUDEDNREKnEFEAANCEPAGEam-74MJ 160320158E REUSE Design valor for use oraywtfi MllcM cofunectors. Mtdeslgr Is based My Won paanetersahown. and Is lot an haJKAfd beading cpmpeaenl fat a massyslem. Before use. lne bDdng Uesigrer must vedryme oppkafaily of deslgt paanetels and popeOY Inconwrae mlcdeslgn Into flee overal b0drxl design. Boclag indlc fed is to backing lxgvklual lnasweb and7or chord members any. Acidibrnl femporay and permanent bracing MOW prevent of is l crfs requited fa stoically and to prevent colkgx-ewllb possible persafd Injury and popeM dana9e. For Derrerd gWtlmce reDvdnD fha faxicalbn storage. delivery. erection and badre of hoses anal fnassystemz seeANWIPlf Guosy Cffnb, DS949aadB=VufdYrg Campenrrnf 6904 Pahe East Blvd. SM'sty►fformalkelowdloble f orn Teas Bate Institute. 218 N. Lee street, Su fe M. Alexandlb. VA 22314. Tanya, FL 33610 Job TNSs Truss Type qty Ply HUTCHINGS T75312302 75569 J3 Jack -Open 17 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL a.13U s Mar 11 2U1 a MI I eK mausmes, mc. I nu ucn 1 1O:¢]: i e zo to rays 1 ID:SNJAac6zJsFSOKYZsGHjZgyUW Rp-ebYihEwHhzlEneekH9TzIJd6dmx6mtNOYpd82ayUTJT Scale=1:12.8 34 11 LOADING (pat) SPACING- 2-0-0 CS]. DER. in (lot) Vdefl Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 4 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP WmcIP-) -0.01 4 >999 240 Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purims. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. ob/size) 2-58fMechanical, 3=13/Mechanical, 1=220/0-8-0 Max Horz 1=99(LC 12) Max Uplift 2— 78(LC 12), 1= 105(LC 12) Max Grav 2=63(LC 17), 3=38(L0 3). 1=220(LC 1) FORCES. 01b) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; 8=451t; L24f; eave=4ft; Cat. 11; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions show; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 36-0 tall by 2-0.0 wide will Td between the bottom chord and any other members. 4) Refer to girder(s) for truss to muss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except Qt=1b) 1=105. Thomas A. Albani PE No.36360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING-Vedrydedgnparamet..dREADNOTESoNFMSANODICLUDED6 REFER MPAGEem-74M.. 109SR015DEFOREUSE .DeslSs Widfor Useot4ycashlA o ersdrown arW6formoorp"rot bs iuponesign decomponentnot a hia system. aefae srse, Ire bilWsO de519ne1 must very Ilse appltoT411yo(dedgs paamelers and propaDy mcapaate ink tledOn Info the overoD cnWonrsigtt.Itdsdeslgs cppi temporayorW pannaressi brachp MiTek' bufIclrvdedgn. VabEty:OlednloprevenlWd0ego11ndlNduollnrawebaW/orcOPenYd tXfe F. oo--1ol k always regl6red(a sloWllyand to pevent col141se cams possarle persorsoi hkay and PloPeM Game. For generalndaaae redbig Component Safafy 11w muff e. tlelNery, erecibn and lxa lUe.218 N. L rtl hua Wie 3z seeA/LVp➢I VA 22 1Clf/tb. 05689 rnOlW auldhp Componenf SOhfyfrtbnna/bmvollodefroru iNa Rate trsseMe. 218 N. Lee Sheet, Ss41e 312 Alexandtla VA 22 14. 6904 T.w.. FL 3361Eon Rbtl. Tesrgo, FL 3361 D Job Truss Truss Type Oty Ply HUTCHINGS T15312303 75569 J5 JACK -OPEN 23 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTak Industries, Inc. Thu Oct 11 13:61:12 2018 Page 1 ID:SNJAac6zJsFSOKYZsGHjZ9yUW Rp-ebYihEwHhzlEneekH9TzIJd5bmpGmtNOYpdB2ayUTJT 6-0.0 6-0-0 _ Scale = 1:17.8 3x6 11 LOADING (pst) SPACING- 2-0-0 CS'. DEFL. in Doc) Udefl LID PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.37 Ven(LL) 0.11 3-7 >674 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.86 Veri(CT) -0.04 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n1a rtla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=112/Mechanioal, 3=44/Mechanical, 1=283/0-8-0 Max Horz 1=150(LC 12) Max Uplift 2=-142(LC 12), 3=-88(LC 12), 1= 302(LC 12) Max Gmv 2=115(LC 17). 3=60(LC 3). 1=283(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=15fl; 8=45ft; L=241t; eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(t) 3-0-0 to 5-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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 lb uplift at joint(s) 3 except 01=1b) 2=142, 1=302. Thomas A. Albani PE No.39380 MTak USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARN/RG- Vedlydeefgnparametervand RE40NOTES ON MIS AND INCLUDED AIREKREFERANCEPAGEUl7473re. 10,V3CV159EF0RE USE Design valid for use oray Wh MRek connectors. TINS closign Is based only upon parameters shown. antl Is tot on IdMtlual Wadmg Component. not �� erly incoorale ants design Into line overal a truss system. Berate use, the building designer must vedry the opplicabalry of design parameters and Ixopm Wadingdedgn. Br c AddlionollemporaryadpeancoembraGng MiTek' glswlcatedlstopeventWcMlVoi[WWualimswebard/orchordmembersonly. Is sways recNred for staWlly and to prevent coacpae with possble penal Injury and propeM damage. for general guidance regWdIng Visa fabrication, storage, delNery, erection and brachxl of muses and ims systems. sacANWMf1 Qw,@y Crifello, DS"V and SCSI BNgdbg Component 69N Parke East BNd. Tampa, FL 3361 D SahryfntoRnadwovdlable from Truss Rate hssarute. 218 N. Lee Street, Suite 312, Alexardda VA 22314. Job Truss Truss Type Gry Ply HUTCHINGS T15312304 75569 J7 Jack -Open 27 1 Job Reference o tional Chambers I Was, Inc.. FOn Pierce, FL LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 n li ME SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 a..au J mGr l l L u l o vo" nn inuuOuroJ, i,". 1 - - rayv ID:SNJAac6zIsFSGKYZSGHjZ9yUW Rp.a—gT6wxxDb?yOyo7PaW ROkiNNacREnti?76F7TyUTJR 0 3 CSI. DEFL. in Quo) Udefl Ud TC 0.60 Vert(LL) -0.07 3-7 >999 360 BC 0.37 Vert(CT) -0.15 3-7 >653 240 WB 0.00 Horz(CT) -0.06 2 n/a n/a Matrix -MP Wind(LL) -0.14 4 >669 240 LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=162/Mechanical, 3=72/Mechani a1. 1=3531"-O Max Horz 1=200(LC 12) Max Uplift 2=-189(LC 12), 3=-9(LC 12), 1=-169(LC 12) Max Gmv 2=172(LC 17), 3=120(LC 3), 1=353(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown BRACING - Scale=1:21.8 PLATES GRIP MT20 2441190 Weight: 26 lb FT=20% 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. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exledor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-11-4 zone; cantilever left and tight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This tmss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' This Imes 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 tttlss to loos connections. 5) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except (jt=lb) 2=189, 1=169. Thomas A. Alban PE No.36380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARN?!G-Vedrydo gnp4 etereend READNO7ES ON TMSANDWCLNGED MREKREFERANCE PAGEM 7473re fDDY1015BEFORE USE Resign vuld for Use only Wan Nalekr) connectors.) de9gn E bmsd onlY Won Ipe^efcM IpW& aM n for on eMN. WIdtxl Cornpohenl, not a Ins Warn. Before una, the blldap designer mull verity the aWicobalty of desipt paromerr. and properly hxorporafe Ink design Into the overcil bl]dn,d gr. Wachxafr aletlbloprevenibactlhgoflndMtlual weba McWTdmemb ONy. Atldtlorallemporaryarxfpermanentbatlng MiTek' k dways r¢QI&etlfIX slaWilyantl to peventcollcpa wlin possaxe persond Yrkay orgy proPedy damage. For gerrerd 9Ndance re0o<drg the fabbalbR tlel rnq bacbr9 of miss systems, se P11 Cw231Crlarb, DSBde aM BC518Wdery Compononf 6e04 Blvd. lexanc SaNly Wonnafbmvdlabe from Tnat Rote auahne, 218 N. Lee Street State 312. Alexarstlria. VA 22314. notion, able om Trun 18 N. Lee S a, FL 3361Ent Tempe, FL 33510 Job Truss Qry Ply IIUTGHINGS T75312305 75569 �Trussrype K HIP 1 1 Job Reference o donal unameers l russ, Inc., Fon Fierce, FL 64-13 12-0.8 8.130s Mar if 2ole MIlef(mausVles, Inc. Inuucl if 13:binb2uiu Pagoi ID:SNJAac6zJSFSOKYZSGHjZ9yUWRp-2AErJGy9_u7pe6NJzlIhwxFWO wMz0isEnspfvyUTJO 24.9A3 28.313 32-9-13 -241 6-211— T11--" 6U 4.6-0 Scale=1:56.2 5.9 MT18HS= SA MTISHS= 5.00 F72 3x5 = Sx8 MT18HS = 3x4 = 2 26 3 27 4 28 6 29 6 25 0 ' 24 3x4 7 48 C 8 (. � 1 - 5x6 i, g 17 16 15 14 13 t2 11 10 3x6 II 6XV) = 4x6 = 2x3 II 2x3 II 4x6 = 3x10 = 2x3 11 3x5 = 32-9-13 OqS 6413 1248 1SS13 18-L2 13 31 S13 31 3 6I I I 320 42A1 I31 1-0U Plate Offsets (X Y)- 12:0-4-0.0-1-131 [4:0.4-0,Edge]{6:04-0,0-1-131. (9:0-2-00-1-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in Coo) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.53 11-13 >739 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.3811-13 >999 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) -0.11 9 n/a n/a BCDL 10.0 Code FB02017/TP12014 Matdx-MS Weight: 163 lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at mldpt 3-16. 1-16 1-17: 2x6 SP No.2 SLIDER Right 2x6 SP No.22-113 REACTIONS. (Ib/size) 9=1257/0.8-0, 17=1154/0-10.9 Max Horz 17=117(LC 10) Max Uplift 9- 1523(LC 12), 17- 1400(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1891/3466, 2-3= 1740/3369, 3-5-2629/4946, 5-6=-1855/3584, 6-7=-1997/3738, 7-9= 1832/3462 BOT CHORD 14-16= 4684/2629, 13-14= 4684/2629, 11-13= 4684/2629, 10-11= 2933/1595, 9-10-2933/1595 WEBS 2-16=-917/444, 3-16- 1107/1807, 3-14=-453r245, 5-13=397/229, 5-11=-977/1583, 6-11=-1026/452, 1-17= 1102(1981, 1-16=3127/1723, 7-11=470/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.Opsh, h=15ft; B=45ft; L--331t; eave-oft Cat. 11; Fxp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-2-12 to &6-2, Inte1i0T(1) 3-6-210 6-1-13, Extedor(2) 6-1-13 to 29-5-8, Interior(l) 29-5-8 to 32-9-13 zone; cantilever right exposed; porch left and right exposed;C-C for members and forces 8 MW FRS 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 Pat bottom chord live load nonconcumenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1523, 17=1400. Thomas A. Albert PE No.39380 MiTsk USA, Inc. FL Cart 6634 6304 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 AWARNBrG.VMfydestgnparamd..dRE40NOPE5ON7NGMDWCEUDW REKREFERANCEPAGE6m-74n../6Ri2a158EFOREGSE 0e5(xlwo:itl for use oNyvAm MneA09 conrectots lids deslyt N b¢ed oNY Upon paoineters attowrt and b 1« m Ix9Ndud bued419 croml3orenl, not use.lhe buadlrg destjrler must ve4N fro oppacxsn9lNof tlesigt paromelers untl VoPetlY tlwlporale fhkde59n Info the ov«tll a tn>fin, dem.6ef«e hc4 Horsl0lWyandtopc reven9 . A�11«tnllempaarymdtx'rmonenfbrac4g MiTek' kalwaKTequbetl(«slabillN and to prev«n coas�e wnn po5<IDle pelsorx9 tiny mtlpropedy danQ cy Tecp& epee nhpossvlopco nce" nd Woortlmemba,,e. ere / Cdrerkl, OSp-0➢arM QCLBUMhg Compenwnf ft a,DS"rdndJ!=Vre9rsdComjo foodcolon,5toffg buss sSAe3l 6904Pehe T=Pll ehr Me,218s.s ftV,1Ip�QQyy SabtyidolmafbmwawaWe hom Inns Plate Ins9Me, 21e N.lee SlTeet.9Me 312 Plexarwn¢ VA22314. cgct4e ,Nee 3361BNtl. Te1rye, FL 33610 Job Truss Truss Type Qty Ply HUTCHINGS T753123G6 75569 K1 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.l:ius mar 1 LuiuMneKmausuies, inc. inuuw 1i i3;5ri620i6 rye1 ID:SNJAac6zJsFSOKYZsGHjZ9yUWRp-XMoDYc ICFgGFyVW7YwT9oiaOELiY61TRbMBLyUTJP 6-1-14 9-0-0 12 2.4 17-8-0 6-1-74 2-10.2 4-2-4 4-5-12 3x8 II LOADING (P6f) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress ]net YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Lett 2x6 SP No.22-6-0 REACTIONS. (Ib/size) 1=661/0-8-0,7=63610-8-0 Max Horz 1=228(LC 12) Max Uplift 1= 770(LC 12), 7=-801(LC 12) Scale=1:30.5 4x4 = 3x4 3x4 II = 4 18 5 19 20 6 ilr�rae 6x8 = CSf. DEFL in (toe) Wall Ud PLATES GRIP TO 0.69 Vert(-L) 0.37 7-8 >568 240 MT20 2441190 BC 0.60 Vert(CT) -0.20 7-8 >999 240 WB 0.59 Hoa(CT) -0.03 7 We n/a Matrix -MS Weight: 941b FT=201 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end 4edicals. BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. FORCES. Qb) - Max. CompJMalc Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD l.3---929/1883, 3-4=-770/1754, 4-5=-683/1677 BOT CHORD 1-8=-1910/817, 7-8=-1046/493 WEBS 3-8= 213(345, 4-8= 473/180, 5.8= 910/315, 5-7=-665/1379 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psp BCDL=3.Opsf; h=15ft; B=45ft; L=241t; eave=4f : Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) 000 to 3-0-0, Intedor(1) 3-" to 90Q Extedor(2) 900 to 13-2-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This buss has been designed for a 10.0 psf bottom chord live load nonconctimant 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 1=770, 7=801. Thomas A. Albert PE No.39360 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dace: October 11,201 S QWA G-VeHty4axi9nparueetersaed RE ONOTESONTr MOOlGLUBEDa REFERANGEPAGEM 74T3rev.idD12G15BEFOREUSE De9Gn vrtid fot use oNY wih twlekJcontcctors. itb des10n b based oNY upon paaneters shown. rastl k(w on e�Vitlnai bu1G4p comPorenL tot rmusthgOthegplk�IDallyol Paa dmeax1prope4y hcomorate Rasdesl9nInto the overal a him system.Beforeuse-thebWdiSt bractrg chord membage. MiTek' urdi bBOO9 desl8n. �acm9lndicated hto preventtuctlirp o(hdlNtlual lrussweb axl/a ffCV `c 0amo`sg"om ea gerdpemrareni baNw requy fasicoolyartltopreventco[cpsew9hposs6�lepersoraryinymdpoPeM d]§yQo. ror6e4Pcnd BCtcereg gCOMe foU9caibR siwa9e. deWery, erection and bractrg of lnmesolW M1us systems. seeAN51/NllCw@y CrlBtb. BSBd➢mM BC98uICb80Omponent 69N Perko Eesl EPA. SaftlyNlonnaBarnvaiicble from lnm Rate ImItute.218 N. Lee Street, 941e312. Alexandria, VA22314. Tonpe.FL 3361a Job Truss Truss Type pty Ply HUTCHINGS T15312307 75569 K2 HALF HIP 1 1 Job Reference (optional) cnamDem I russ, Inc., Fat Pierce, FL B.1 du s mar n Lu1C MI 1 e6 mausmes, no. I nu ucr 11 1sA 1: if eV l a 4xa = Scale=1:33.6 3x4 II 4 Is /9 5 4.5 II 2x3 II 3x4 = W = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl Lid PLATES ' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.16 6-7 >999 240 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Ven(CT) -0.09 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) -0.03 6 rVa n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Weight: 98 lb FT=201 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or4-10-9 oc bracing. SLIDER Left 2x6 SP No.22-6.0 REACTIONS. (Ib/size) 1=661/0-8-0, 6=636/0-8-0 Max Harz 1=278(LC 12) Max Uplift 1= 757(LC 12), 6=-815(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-969/1980, 3-4-639/1291 BOT CHORD 1-9= 2042/856, 7-9=-2042/856, 6-7=-1317/550 WEBS 3-9=-428/i 73, 3-7= 353/848, 4-7= 1041/385, 4-6= 670(1614 NOTES 1) Wind: ASIDE 7-10; Vuit=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4N; Cat. If; Exp C; End., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(l) 3-0.0 to 11-0.0, Exterior(2) 11-0-0 to 15-2-15 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunmt 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 1001b uplift at joint(s) except at=lb) 1=757, 6=815. Thomas A. Albani PE No.39360 MTsk USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARMING- Vedr7dcW9nyarameieMaud READ NOTES ON TIDSANDDICLUDED NREA'REFERANCEPAGENP7473rev. r69S2015BEFOREUSE Design vad for use only Wen tMekbconnecbrs. lnlsdeslgl Is based onlyapon and h for a1IndY.dda bUedn9 c,0MI cnent not a tnxs system.Before use, the brAdup deslgner must vedly the opallcalcelryof deslgl Parameters and properly Ncaporate i design Into Inc overall buldrg design Bachg is 4ndWwl onlY. AddtlbM lemposay and Permanent bracing MOW rxncatecl to prevent blclang of Duaweb and/ordord members Am poeamtepenr0o5e1rda:9ra aelydcbb Tarn East BNd. f6awaaybsrnegsatoraeatlgefa, tlselaiNbeWrlyy, f ma»u ANW III utlaQaOfea. MFo, cndbrochvoi amgMal9MflaUrWegIaydCrsgomrlp90nent AeXcnda Ta1rya, FL 33610 Smetybfom Teas More Institute. 218 N. Lee, Seel.ute 312. VA@4. Job Truss Truss Type pry Ply HUTCHINGS T15312308 75569 KJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/TPI2014 8.130 s Mar 11 2018 MITek Industries. Inc. Thu Uct 11 13:61:15 2018 Scale = 1:13.2 CST. DEFL. in goo) Udefl Ud PLATES GRIP TC 0.13 Verl(LL) 0.02 4 >999 240 MT20 244/190 BC 0.09 Verl(CT) -0.02 4 >999 180 WB 0.00 Horz(CT) 0.01 2 rda Na Matrix -MP Weight: 19111 FT=20% BRACING - TOP CHORD Structural wood sheathing directlyapplied or5-7-2 oc purl BOT CHORD Rigid ceiling dlrectlyapplied or 10-0-0 cc bracing. REACTIONS. Qb/size) 2=72/Mechanlcal, 3=181Mechanical, 1=278/0-1 l-5 Max Horz 1=99(LC 8) Max Uplift 2= 101(LC 8). 3=-59(LC 9), 1=-382(LC 8) Max Grav 2=80(LC 28), 3=53(LC 3). 1=278(LC 1) FORCES. Qb) - Max Comp./Max Ten. -All forces 250 gb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsh h=15ft; B=45ft; L=24N; eave=49; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcument 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-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except Qt=lb) 2=101, 1=382. 6)'NAILED* Indicates 3-1Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NOS guidlines. 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: 1-2= 54, 3-4=-20 Concentrated Loads Qb) Vert: 5=42(P=21, B=21) Thomas A Albanl PE No.39380 kiiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ,&WARNING-Ved/ydeslgnparametamand READ NOTES ON THIS AND INCLUDEDMDEKFEFERANCEPAGEM674nmv. II1O.V2015SEFOHEUSE. Design vend for use or ywlRs Mlrek9 mnneclois. TNs tledgn 8 based only upon parameters shown. and Is for an kalmdud Wading component, hot a in=system. Before use, line building designer must vanity fine apglcabily of desl©n parameters and propeRy Incorporate rah design into the overall bAdngdesign. BrmhghloWedhtopreventWcklingoflncfiv husweband/mcMrdmembersONy. Addllon ttemporaryantlpermanentbccieN MiTeW w Is always required fa stabOtty aW to prevent colocse Win Possible permnol bray axi property damage. For general guldonce regadrg the fabricatlomstorage.delivery, emctlan and brcrJw of tomes and tens systems sea"Sylpil Q=Lfy Cr9e1b, DS949 and 8C51 BuNdrp Component 69e4 Parke East Blvd. Safely hfermafpmvdtable frown Truss Plate trsatute. 218 N. Lee Sheet, Suite 312, Alexcnd= VA 22314. Tanya, FL 331 Job Truss Truss Type I Qty Ply HUTCHINGS T15312309 75569 KJ5 DIAGONAL HIP GIRDER 2 1 Job Reference Loptionaft Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112016 MiTek Industries, Inc. Thu Oct 11 13:51:21 2018 Page 1 ID:SNJAac6zIsFSOKYZSGHjZ9yU W Rp-IKb6aJlwakuzMl gTJY85ACVhUP1GNwgkciJ7tzyUTJK 4-6.1 441-05 8.5-1 4.6.1 0.614 3.5-2 Scale=1:17.2 3x6 II LOADING (loaf) SPACING- 2-0-0 CSL DEFL in Doc) Udetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ve Slit0.11 5-9 >916 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.10 5-9 >977 240 BCLL 0.0 Rep Stress Incr NO We 0.09 Hotz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 3=89/Mechanical, 4=120/MechaniGal,1=360/0-11-5 Max Horz 1=149(LC 8) Max Uplift 3= 84(LC 8), 4= 222(LC 8), 1= 491(LC 8) Max Grav 3=90(LC 17), 4=133(LC 3), 1=360(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=286/212 BOT CHORD 1-5= 285/216 WEBS 2-5=-23af315 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--l.2psf; BCDL=3.Opsf; h=15f1; B=45ft; L=240; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; porch left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcunent 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 Wes to bearing plate capable of withstanding 100 Ito uplift at joints) 3 except Qt=lb) 4=222, 1=491. 6)'NAILED' Indicates 3-1 Od (0.148'x3') or 2-12d (0.148'x3.25') toenails per NDS guidlines. 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 (pit) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (Ib) Vert: 10=42(F=21, B=21) 13=8(F=4, B=4) Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 Q WARNING-Vedydeegnparnmeremand READ NOTES ON TNISANOINCLUDEDU/ KREFERANCEPAGEM674nJ 1dV 015BEFORE USE Design vadd for use only Wi Mliek9 conneolm. M design Is based oNy upon parameters shown. and Is for an Irdlvdual bufldag component not o truss system. Before use, the buflO g designer must vedy the applicability of design parameters and prope ly Q cvporme this design Into thin overall btAdlrgdeslgn. HacinghdlcatedlstoVeventbucWlWofhdlvld Wwweband/orchorcimemMrsoNy. AtldllbnoltemporaryantlpefmanenllxacVg MiTek' B always required for stcbany and to prevent coagrsc wan poss611e penord hJray and PIOPerty danage. For general guidance rationing the 1abrWollon.stooge,delivery. erection and bracing of cusses and loss, systems seeANSIMsH Quality Cdneda, DSS469 and BCSI Building Cvoponanf 6904 Parke East Blvd. SOMyWomralbmvaDade from Tons Rate institute. 218 N. Lee Sheet. Suite 312 Alexandda VA 22314, T.M., FL 33610 Job Truss Truss Type gly Ply HUTCHINGS T15312310 75569 KJ7 Diagonal Hip Girder 5 1 ' Job Raterence folftonaft Chambers Truss, Inc., Fort Pierce, FL LOADING (pat) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M30 WEBS 2x4 SP No.3 WEDGE Leff 2x4 SP No.3 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 13:51:23 2018 3x8 11 3x4 NAILED NAILED -�� NAILED 4 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FB02017rrPI2014 CS]. DEFL. in (loc) Well Ud PLATES GRIP TC 0.33 Vert(LL) 0.14 5-6 >943 240 MT20 244/190 BC 0.33 Vert(GT) -0.09 5-6 >999 240 WB 0.25 Horz(CT) 0.03 3 n/a n1a Matriz-MS Weight: 451b FT=20% BRACING - TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. REACTIONS. (Ib/size) 3=144/Mechanlca1, 4=254/Mechanical, 1J384/0-11-5 Max Horz 1=200(LC 8) Max Uplift 3= 169(LC 8), 4= 319(LC 8), 1=-419(LC 8) Max Gram 3=144(LC 1), 4=254(LC 28), 1=507(LC 28) FORCES, (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-575/530 BOTCHORD 1-6=-617/477,5-6=617/477 WEBS 2-5=-518/670 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45tt; L=24ft; eave=41C Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift of joint(s) except Qt=lb) 3=169, 4=319, 1=419. 6)'NAILED' Indicates 3-1Od (0.148'x3') or 2-12d (0.148')(3.25') toe -nails per NDS guidlines. 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 (pit) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (Ib) Vert: 11=42(F=21, B=21)13= 72(F=-36, B=-36)15=8(F=4, B11) 16=-31(F=-15, B=-15) Thomas A. Aibani PE No.39360 Iffek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNING -Vedlydeslgnparsmetersead READNOTS5 ON MIS AND INOLUOEOMRISKBEFERANCEPAGEM0.74MMre 1e11342e15BEFOREUSE Design valid for use oNy VAM Mneis& o Ions. this dodge Is based only Won Omarnelers Mown, and Is for an IWMdual W9drg corex nenL not a truss system. Before use. the bBdrg designer mull verify In, opplicabllry of dosign paramoters and WoDorly Incorporate Ihh deslgn Into Inn overall is a dual auweb amembers only. chord membeonly. Adclilondaa tempyand Manaxntbacing MiTek' bldrgdeslgn, nrcg lrxllcded to prevent buckling ofiW rM is always 1squired fa statany and to prevent collapse Me, pos ido personal "any and! property carnaje. For general g1/tlalce regading the 69N Parke East Blvd. fatxkation storage, delivery. erection and bracing of trusses and truss systems, s ANWIPII QUIV ICRerb, DSUP and BCSI Budding Compoeenl Safety Ayoanalbtovdldnle from Tmss Pide InsIIMe, 218 N. Lee SO.t. S4te312. Alexandria. VA2't314. Tmrpe, FL a3610 Job Truss Truss Type (1ty Ply HUTCHINGS T15312311 75569 MHVB Valley 1 f Job Reference foot ona0 Unamoers l russ, no, Fort merce, FL a.iJus Mar 112ula Mdemnaustrles, Inc. InUVCt 111J:b1:4b ZUld Pagel I D:SNJAac6zIsFSOKYZsGHjZ9yU W Rp-m5rdPh4QdzOOreSEYOCI K2filOPaJjOKXKHKOKyUTJG 5-10-8 8-0-0 5-10-e I 21=8 LOADING (pat) SPACING- 2-0-0 CS]. DEFL. • in Qoc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hom(CT) -0.00 5 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=9818-0-0, 5=12318-o-o, 6=307/8-0-0 Max Horz 1=131(LC 12) Max Uplift 1= 22(LC 12), 5=-84(LC 9), 6=-227(LC 12) Max Grav 1=98(LC 1), 5=123(LC 1). 6=313(LC 17) FORCES. (lb) - Max. Comp./Maaf. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-236/475 Scale = 1:16.4 PLATES GRIP MT20 244/190 Weight: 28lb FT-20% Structural wood sheathing directly applied orb-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; 11=151t; B=45f ; L=24N; eave=41h, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0.8-12 to 4-0-0, Intedor(1) 4-0-0 to 5-10-8. Extmor(2) 5-10-8 to 7-104 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This muss 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 5 except 61=11b) 6=227. Thomas A. Alban! PE No.39380 Well USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNWG- Vedtydesignpammelersand READNOTES ON TNISANDINCLUDWMREKREFFMNCEPAGEM0.74TJrev. 1673120158EFOREUSE veld for useorly Win MgekO corvactors. RSdeslgn 6 based ony r&oh perameters shown, ontl Is for an InatNGlal bu9tling component, trot Nit a truss system. Sera. use, the butdln designer must verify the opplicabaityof design DOrometers and pfoperiy Incorporate this design Into the overoll bulldingdesign. Bracing IcatedhtopreventbuckllrgolnldMdualftu%webarctlorchord membersonly. Atlditionaitemporaryandpermanenibradng MiTek' Is always required for stabtilty and to prevent collapse with posffiIe personal Nlury Cnd/xopedy damage. For general guidance regmdirg the fabrication storage, delivery, erection and bracing of pusses and nuns systems, socANS//Wit CVa@y pDerla, DS"9 and 11CM RuMbW Component 6904 Parke Easf Blvd. SabyhbonaHomvailable from Truss Rare Institute. 218 N. Lee Sheet Suite 312. AlexalWda, VA Y2314, Tanga, FL 33610 Job Truss Truss Type , 9ty Ply HUTCHINGS T15312312 75569 MHV10 Valley 1 1 Job Reference (optional) cnamoers I rues, me., rGn Hems, rL a.l Ju s Mar 11 zui a MI I ex 3x6 = 3 mC. I nu VCr 11 1 t1:a1:z4 Zu1 a cage 1 UZ2-ghoor76Mc1 MaGuBI gXnTuyUTJH Scale =1:21.5 3x4 II 4 6 5 3x4 ' 24 11 3x4 11 LOADING (psl) SPACING- 2-0.0 CSL DEFL. in Qoc) Well Ud TCLL 20.0 Plate Grip DOL 1.26 TC 0.57 Vert(LL) n/a - rda 999 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Malrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 1=128/10-0-0, 5=153/10-0-0, 6=395/10-0-0 Max Horz 1=189(LC 12) Max Uplift 1= 21(LC 12). 5=-105(LC 12), 6= 295(LC 12) Max Gmv 1=128(LC 1), 5=153(LC 1), 6-107(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All tortes 250 (Ib) or less except when shown. WEBS 2-6=-296/529 PLATES GRIP MT20 244/190 Weight: 36 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45tt; L=24h; eave=4fC Cat. II; Exp C; End, GCpi=0.18; MW FRS (directional) and C-C Exlenor(2) 0-8-12 to 3.8-12, Interior(1) 3-8-12 to 8-2-8. EMedor(2) B-2-8 to 9-10-4 zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chard bearing. 5) This truss has been designed for a 10.0 psi 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 beading plate capable of withstanding 100 Ito uplift at joint(s) 1 except (jt=lb) 5=105, 6=295. Thomas A Albanl PE No.39380 Mires USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 A WARNOIO-V dry designpare..W an4READ NOTES ON MZMDMCLUDEDMIrEKREFERANCEPAGEW74]3 .. 1OCUAr 1SSEFORE USE Design veld for Use only Wilk Miff. amnrrectots.INs design h based only upon poramviam drown. and h for on hrdlvkAdol Wading component not a Ilus system. Before use. the building designer must verify me oppllcobaity of design perameters and properly hrco mte Ihb design Into the overall WO<&gdeslgn. ffrachrglndicafedbloprevenf Admibncllemporcr cndpemcnentbradrg MiteK WcWmgoftr6N ucgimmweband/mchordmemb wordy. halwow roqulrM for stabBoty topevenicollopsewahpossrolepersorrd hrluy yard propertydomoge. For general g0cimceregardrg the 69U Parke Eost 13W. fabdcalbn storage. delNeW. erection antl badrg of fa and Imes wsiemz seeANSMII GW CrBerb. DS"9 and SCSI WMIg Component Tarrpa, FL 33s10 Satefy Nolmaflonrvdlode from T. Plate hshlufe. 218 N. Lee Most. Wife 312. Nexancida, VA 2214. Job Truss Tmss Type oty, Ply HUTCHINGS T753f2313 75569 MHVA Valley 1 1 Job Reference (optional Gnarmsers I russ, Inc., Fort Pierce, FL 8.130 a Mar 112018 MI I eK Indmines, Inc. Thu Oct 11 13:51:26 2018 Page 1 ID:SNJAac6zJsFSOKYZSGHjZgyUW Rp.EIO?dl430HW FSoj065jGtGCOIOj52AhUm-OuYmyUTJF 5-10-e 10 1-0 --- - - - - - - - -&1rF8-- - - -- -- - 3T-8 -r----- 4x6 = 2 a 9 Srale = 1:16.9 3x4 II 3 5 4 3x4 i 2x3 3x4 II 5-10.8 LOADING (raft SPACING- 2-0-0 CSI. DEFL. in Qoc) Vasil Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n1a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. Qh/size) 1=178/10-0-0, 4=117/10-0-0, 5=380/10-0-0 Max Horz 1_131(LC 12) Max: Uplift 1- 88(LC 12). 4-96(LC 9). 5-256(LC 12) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. WEBS 2-5-256/467 PLATES GRIP MT20 244/190 Weight: 351b FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directlyapplied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=15fh B=45ft; L=24h; eave=41t; Cal. II; E-xP C; End., GCpI=U.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Intedor(1) 3-8-12 to 5-10-8, Exterior(2) 5-10-8 to 9.10-4 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument 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 1001b uplift at joints) 1, 4 except Qtdb) 5--256. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNING-Ved1yde 9npnremefVn=dREADN07`ESONINISANDMLVDEO(dIFEKREFERANCEPAGENh]473r 100 0156EFOREUSE Q pvillafolusaarlyw/1h NJiekJ connecfon, ftsdeslgnKbasedoNy Won parameters stwwn.aW kfor an IntlMtlual bu7dhg component,not a tnm system. Beforeuse, the buldhg designer must Vedly fine applicabYltyofdesign Ismameters and propedyhcom ate IhkdeSonInto theoverdl bWdratleslgn.&achgintlicatedistopreventWcldhgofhVlMtluottmssw' band/mchordmembersoNy. Addllondtemporaryandpermanenibractrg MiTek' K always tl for possmte persaw h1uW a property damage. For genera nd regardng fire (width fakxlcaibn.storage, delivery.rom non and braclrg of n. storage.ti bracingsystems s. DSBd9mrd BCSIluldhg Compononl N SCSI N 69D4Rarhe Easf0 Aexarsddo. A2231Clderb, Splaybdonnafbmvdloge from inns Rate InsaMe. 218 N. Lee Sheet. Suite 312. Plexaddo. VA 22314. 18 N. Lee Beet Terrpa, FL 33610 Job Truss Truss Type aty Ply HUTCHINGS T75312314 75569 MHVB Valley 1 1 Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Oct 11 1&51:26 2018 Page 1 ID:SNJAac6zJsFSOKYZSGHjZ9yUWRp-E107dl430H W FSojO65jGIGCOlOj52AhUm_OuYmyUTJF - -- - - 5.10-8- _ 10-0-0 5-10-8 __ -- - 4_1-8 4x6 = Soale=1:16.9 3x4 II 3 5 4 3x4 2x3 II 3x4 II 5-1U8 ' LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) n/a - r✓a 999 TCDL 7.0 Lumber COL 1.25 BC 0.38 Vert(CT) rda - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 HondCT) -0.00 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=178/10-0-0,4=117/10-0-0,5=380/10-0-0 Max Horz 1=131(LC 12) Max Uplift 1- 88(LC 12). 4-96(LC 9), 5-256(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. WEBS 2-5-256/467 PLATES GRIP MT20 2441190 Weight: 35 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12. Intedor(1) 3.8-12 to 5-10-8, Extedor(2) 5-10-8 to 9-10-4 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This Imss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 [all 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 Ito uplift at joint(s) 1, 4 except at --lb) 5=256. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Can 6634 8904 Parke East Blvd. Tampa FL 33610 Date October 11,2018 A WANNDIG-V4r11ydeslSnparamataxnend DEADN"W ON T ANDINCLUDEDMm KNEFENANCEPAGEN614"... 1eD.V1015eEFOBEUSE Design Validfor umonly with MrIeI0connectors. INS design isb d only Upon polMOten shown, and Is for on hdlvldUd WHdIng component,not �- a a tnsystem. Before use. the Iw9dng designer must verity me aRxlcabalty of design Parameters and properly Incorporate nth dod0n Into the overall b dngcodgn. Br=kVirdlcafedistoprevenlbuckingofbdNvd dOusaweband/wchmdmemb moNy- Atltllaondtemporarymtlpeimanenfbradrg MiTek' E ahvays regWretlfw stabalry aid to preventcdlspsa wish possFde persord hpxy and properly dwnage. For general giitlonce regQalrg the a960 PeFL Eosl BNtl. tabicalbrt sloraDe, tleMery, er erd host systems se 058d➢aIW aC5l Buldhy Component aid GmE txl of i18 Torrya, FL 3360 Alexandra VA2231ClDerb, SaNNbormmlolQvdlade Dom inm Rate hsaMe. 218 N. Lee Sfreel.5ulte 312. Plexmd0a. VA22314. n truss N. Job Truss Truss Type Qty Ply HUTCHINGS T75312315 75569 MHVC Valley 1 1 Job Reference (optional) unamners Imes, Inc., YOn Pierce, PL 6 F 5.00 12 7 4x6 = 2 5 3x4 4 2a 11 VANVMC�- Ar" MIJM a 9 5-10.8 5 LOADING test) SPACING- 2-0-0 CSI. DEFL in (Ioc) Udall Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) n/a - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) We - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=182/11-0-0,4=164/11-0-0,5=404/11-0-0 Max Hoe 1=131(LC 12) Max Uplift 1-91(LC 12). 4-126(LC 9), 5-269(LC 12) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-273/466 Inc. I nu uct 11 13:b1:2/ zuiu raga 1 I4ylcfpEVP71acp 1 nndxd_emR4CyUTJE Scale = 1:18.2 3.4 II 10 3 4 3x4 11 PLATES GRIP MT20 244/190 Weight: 381b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD Rigid telling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=2411; eave=41t Cat. II; Exp C; End., GCpl=0.18; MIN FRS (directional) and C-C Exledor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-8, Exterior(2) 5-1" to 10-1-7 zone; cantilever left and right "posed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a rive load of 20.Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 1 except Gt=lb) 4=126, 5=269. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A IVARNRlG- Vsrlrydrs/anPramefersaad READNOTES ON TNSANDPoCLUDE2UMsKREFM4NLEPAGEN674n . 10=20MBEFOREUSE Design vod fa use only wlm MIIekH caunecfots itd tlesign b bmcd ordY iWn pc4anelersntwvn and 6for rn ax2NtluG W36ng component, not a teasgdesign. are tae. ilea edIst rx.veetmusttWothe OppIgYlONoftleslgnpaanel emb; sopedYlrncomorcbe Rdc design Into itre overall . uOlhusswebryandpnwdmdoanoQ MiTek' . FY geneonoitempaaryardpennanenibrac6g Is pthe h OIWotS reventenlGncftlin Ih ossN r ca-ted for sl�rty possml rtye end to unction eventcoilapse kse gIf=e buss buss aytomwnal storage, delivery, I000@y CRBrb, O5Bd9oM BC3f BUId4g Comprnenf ANwwaQuabmgne.FIX S549 obs, sfafl drab4e erection and MaGrg ofbussesN. sandhog. Eosl0 BOhty NormaflDmvcilable hom Truss Rate aatlMe. 218 N. Lee Sireel.6ulte 312, P1exaMna. VA 22314. SorfelfebfcWo Sule312, nexandfl Tar4a. FL Tarrya, FL 33610 Job Truss Truss Type Qry Ply HUTCHINGS T15372316 75569 MV2 Valley 4 1 Job Reference (optional) unamoers cuss, me., ror Melee, tL 9.13u n s mar zut 3 ml i eK Inausir es, me. i nu uct 11 13:b1:31 zm a rage n to 2:SNJAac6zJSFSOKYZSGHjZ9yUWRp.aFCugk8BDp8YZZhOufJRaJvPTRVkjT4DvGkfD_yUTJA 2-0-0 —__- -_ - 200 SMFo_ 3x4 5 Scale =1:6.9 LOADING (psf) SPACING- 2-0.0 CSI. DEFL in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) - n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Verl(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=47/2-0-0,2=34/2-0-0,3=1312-0-0 Max Horz 1=32(LC 12) Max Uplift 1= 23(LC 12), 2= 40(LC 12) Max Gmv 1=47(LC 1). 2--36(LC 17), 3=25(LC 3) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsl; h=15ft; B=45ih, L=2411; eave=411; Cat. II; Exp C; Encl., GCpi-0.1B; MW FRS (directional) and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcurent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to gran value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2. Thomas A. Alban! PE No.39360 hliTex USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 A wARnNa. Vetlrydeslgnpv temand READNOTES ON MISANDWCLUOEDMNEKREFERANCEPAGSM 741Jrev. VIM2015BEFOFEUSE Design vnM for use onlywlh tMek9 connectors. ltdsdeslgr 6 bosed only upon pmmneferssfuwn. and Is for on Individual building component. not a tam system. Before use. the bUkling designer muss vedh the appiicalXlty of design pmametem and ProPedY Incorporate li design Into the overall buldrpdestgn. Rochg8ldlcatedblolxeventbucNkpoikKit rl tmsswebond/m dmemb run y. Add;li femporarymdtl ma ntbra W MiTek' Is olways rogdred for slabalty and to prevent coacpse Win possible pelsond blw antl property damage. For general guidance, regardng the fablaalbn.storage. delNery. erection and bracing orlasses and tons systems. saeANLWWl1 CVppggyy Crdelb, OS94F and SCSI RuMing Component 6904 padre East Blvd. m SafetybVo atl0mvrnade hamuss Tr%ate Insatufe.218 N. Lee Street, Wte312. Aexandda. VA 22514. Tampa, FL 33610 Job Truss Truss Type pty Ply HUTCHINGS T75312317 75569 MV4 Valley 3 1 Job Reference (optional unamoers imss, mc., ron Mesa, IL a.1au s Mar 11 zula Mn arc mousmeS, Inc. I nu ucn 1 1u:a1:a[ eula rage r I D:SNJAac6zJsFSOKYZsGHjZgyU W Rp-3RmGu4gp_7GPAjAaSMgg6XSUngpOSwKM8wTCIOyUTJ9 40.0 3 3x4 i 3x4 II Scale= 1A 1.1 I LOADING (pat) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a - n/a 999 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a nya BCOL 10.0 Code FBG2017fFPl20l4 Mai Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. Qb/size) 1=116/4-0-0,3=116/4-0-0 Max Horz 1=79(LC 12) Max Uplift 1= 56(LC 12), 3— 89(LC 12) Max Gmv 1=116(LC 1). 3=120(LC 17) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc purims, except end vert(cals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=241t; eave=oft; Cat. 11; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Exle ior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This Was; has been designed for a 10.0 pat bottom chord live load nonconmuent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chard 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 thus to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Alban! FE No.39360 IdiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 AwAFNmG-Verlfydegnpa2met..dREADNOT£SOMTMDWCLUDEDIdIIE RE ANLEPAGENA74JSrev1QRLRJL58EFOaEDSE Dedl vdkl(ot Use onlYw fh MJteki ca tcrs. This desl¢n 6 bosed otily upon potanelers shown oncl b ror as adMclUo1 bUldng component not �� a tom system. Berme use. the b !law designer must venry the oppllcobillN of design puometen end properly arcoryuate this design into the ovetoll bulGngdedon.&actrg trrixvted6to prevent dreitlirg oflntlNpud husweb antl/a chord members oNy-Atlmlbnpl temporary antl permanent baring MiTek' h always regWred for Slabillry and to pavan collapse with possible persond arA4y and properly damage. F Wneral guidance regaBng the fabric al storage, del Wry; ereollm ad badng of trusses and tms systems seeANaVmll OuaEyQflr1s. 05!-0fi orrd SCL drldflp Lbmporonf 69M Parke East Blvd. Sa/etyNaDnafbmvrnabe from Truss Rate Institute. 218 N. Lee Sheet. SWte312. Alexc d6Q VA 22314. Tanya, FL 33610 Job Truss Truss Type Ply HUTCHINGS T75312318 75569 MV6 Valley �Qty 3 1 Job Reference o tional Chambers I was, Inc., Fort Fierce, FL 0.1 au 5rvfar l l zu l a.' l aft lfNaSaltlJ, n is inu wr,i io myc, ID:SNJAac6zJsFSOKYZsGHjZgyU W Rp-xeKe50ASIGOGodmO3Lvfk?itE9pBMi VNaDmisyUTJ8 3ss4 II 3 5 4 3x4 i 2.3 11 3x4 II Scale=1:15.7 I LOADING (psf) SPACING- 2-0-0 C51. DEFL. in Qoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - We 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WE 0.12 Horz(CT) 0.00 we rVa BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 21 Ib FT=201 LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 1=56/6-0-0,4--84/6-".5=239/6-0-0 Max Horz 1=129(LC 12) Max Uplift 4-64(LC 12). 5-183(LC 12) Max Grav 1=56(LC 1). 4=87(LC 17), 5=249(LC 17) FORCES. Qb) - Max. CompJMmc Ten. -Ali forces 250 (Ib) or less except when shown. WEBS 2-5=-207/406 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psh h=15ft; B=45111; L=24f1; eave=411; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Extmor(2) 0-8-12 to 3-8-12, Iniedor(1) 3-8-12 to 5-10-4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires continuous bottom chord beading. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This buss 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 at=-Ib) 5=183- Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 11,2018 A rVAHN&G-VerWdesignpa e1mand HEAD NOTES ONIN/SANONCLUOEcam EKAEFENANCEPAGEM1m-]QiJrev. 10=01511f REUSE DeSg.,void for use oW Wth Weld) corvreafors. ndsde gi Is bosedonly Won porarsfensfrown. antl IS fo1 an hitlMWal bWkfM aomrwnant rot a trim system. Befm use, the bWlaw deslgrser must verify the appO Ityofdesign puametem antl properly tnc rate rt5desIgn Into the overall IoAdrgd gn. HachglntllcatetlktopreveniWctltrsgofltxllvklualhuswebmtl/orclwrdmembersortly. Ackffhonaltemp cnyandpeim Ilorachg MiTek• fc l ctlom v[ r c o. stabalry ervallrevem coll4re with p cnd huersatom 7 se arIMMI Qwffly o• d, S" al guldarxe rldMg Co the fab4colkm storage,deliverylromTon antl broctrxt, Lo OSldP and ECSl SuldOrp Campon�n/ 6904 Pnrke Eusl Blvd. So t.sShca31,reeAxoU6lVAM1CAferb, SOhfy Nelmalblxavoilafxe hom inns Plate institute, 218 N. Lee Street. SWie 312. Alexandra VA 22314. 2186. Tarpa, FL 33610 Job Truss Truss Type t pty Ply HUTCHINGS T15312319 75569 MV8 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:51:342018 Page 1 ID:SNJAec6zJsFSOKYZsGHjZgyU W Rp-?gt01mB4 W kX700Kzans8ByXggeTRwoifbEyJqIyUTJ7 3x4 11 3 5 4 3x4 9 2x3 11 3x4 11 LOADING (PSI) SPACING- 2-0-0 CS1. DEFL. in (too) I/deft Ud TOLL 20.0 Plate Grip DOL 1,25 TO 0.45 vert(LL) n/a - nta 999 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(CT) n/a - n1a 999 BOLL 0.0 ' Rep Stress Incr YES W B 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=85/8-0-0, 4=112/8-0-0, 5=331/8-0-0 Max Hotz 1=180(LC 12) Max Uplift 4=-86(LC 12), 5=253(LC 12) Max Grav 1=85(LC 1), 4=116(LC 17), 5=344(LC 17) FORCES. Ob) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-271/118 WEBS 2-5=-269/459 Scale = 1:20A PLATES GRIP MT20 244/190 Weight: 29 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=459; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone; cantilever left and right exposed;C-C for members and forces& MW FRS 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 par bottom chord live load nonconcumenl 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 Uuss to bearing plate capable of withstanding 1001b uplift at joints) 4 except at --lb) 5=253. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,201 S ® WARNMG-Vedrydeaignparamafersand REAONOTES ON MISANO PICLUBEO NREKREFERANCEPAGE116747l xev. 1001R015BEF0RE USE Design vdal for use ottywun Mlrekstoonhealoa. rids design 8 hosed oNy Upon parameters stmwn and Is form Individual bu3dng component, not a truss system. Before use, the buad rig, designer must vedry tins, appliooblity, of design parameters and properly Itcorpaate this design Into the overall bulldngdedgn.@acingirdkxttetllsfoprevenlbuckllrgoflydMtlualausswebald/actmrdmembersoNy. AtlNtiorgltempaarymtlpermaonnibradrg MiTek' Is always required for slablllly and to Revenl collapse with possRNe petsorwl hjury and properly damage. for general guldmce regadlrg the fabrication storage, delNery, erection and braeUg of trusses and Russ systems, seeANSglp/l puatfy Crdeda. DSB49 and BCSI BU9ding Component 6904 Parke East Bbd. St,Ndy 0lmalbmvdlable from Tnrss Rate Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss e I 0ty Ply HUTCHINGS T75312320 76569 MV10 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Oct 11 13:51:29 2018 Page 1 I D:SNJAac6zlsFSOKYZsGHjZgyU W Rp-et48F27xhCugJFR?nEHzVugxcdkW FXNw5yFY95yUTJC 3x411 Scale =1:24.9 3 3x4 i 2x3 14 I 3x4 II LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) rJa - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ved(CT) nla - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Mamz-S Weight: 37 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4SPNo.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 1=121/10-0-0,4=147/10-".5=408/10-0-0 Max Horz 1=230(LC 12) Max Uplift 4=-113(LC 12). 5=-312(LC 12) Max Grav 1=121(LC 1), 4=152(LC 17), 5=424(LC 17) FORCES. (Ib) - Mau. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/125 WEBS 2-5=312/476 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directlyapplled or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=154; B=4511; L=24ft; eave=4ft; Cat. II; Exit) C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 4=113. 5=312. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARMG-Vedfydeslgnpaametersantl REAONOTES ON MSANOWOLUDEDhVngf REFERANLEPAGEMo747a ¢ 100342015BEFOREUSE Design wand for use ney with th s design Is based any upon parameters shown, and isfor on eltlMduol Watling component net a tWMSwstem.8efore use. the buirdirg design( must verify the apWicabellyof dedgn paametem ar4 properly ercofporcte nfh design Into the overall Wadrgdesign. &a hglrxllcatedi toprevenlbucklMgoflrW ldualhumvreba /orchordmembemoNy. Atlmflorwltempoma cndperrnanembracing MiTek' .For Anera the wAth pommle Persoste NweAdfxopeftyo0y Iated000n. racilngse suede, delivery,andlIrglitur ofaumeseeSrmmSySfems,se nd BCcetegattleg Cr D511-0g aIMBC51Bu1d4iy Component fabricofbn.sbrage, tlellveryIrm Eest Blvd. exanlPRC 22314.d�M, Sor�fyf/1/OIRIaIbIllValladefrom inrss Rate nsfMe. 218 N. Lee 30eef.3ulte 312. Alexandria, VA22314. Truss Tampa, FL 33610 TaWa,FL Job Truss Truss Type r 9ry Ply HbUTCHINGS T15312321 76569 V4 Valley 1 1 JoReference a tional unamDers I mss, Inc., ran Place, FL 3x4 4 5.00 12 3x6 = a.lau s man l zula Ml l e6 mauburos, 116. um vclu 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 VerI(LL) n1a - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n(a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. Qb/size) 1=94/4-0-1, 3=94/4-0-1 Max Horz 1= 19(LC 10) Max Uplift 1= 59(LC 12). 3= 59(LC 12) FORCES. Qb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 Scale =1:7.5 PLATES GRIP MT20 244/190 Weight: 10lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=15tt; B=45tt; L=241t; eave=41C Cal. II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This Imss has been designed for a 10.0 psf bottom chord live load nonconwr ent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps! 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 beating plate capable of withstanding 100lb uplift at joint(s)1, 3. Thomas A. Alban) PE No.39380 MiTsk USA, Inc. FL Cart 6634 6934 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WARNING- Vedfydedgnpaxemet...d READ NOTES ON TNSANDWCLUDEDMREKREFERANCEPAGEWF7473mv. 1=%O015BEFORE USE Design valld for use oNy With MRekD connectors. INs design is based cay upon parameters shown. and is tot anhalNtlum building cumporant, not �� a Iruss system. Before use. the bnlding designer must verify the aolohllty of design parameters and property Incorporate this design Into the overall WIdIngtleslgn. BrachgirxlkxdedlstoprevmtWctllWofWNUi truawebo /mcMrdmemb moNy. Additkxwliempa mdperma ntlxoctrxl MiTek' Is always required for slabtilty and to prevent collapse Mlh posses personal hpuy and! property damage. for general gudance regard" the 6904 Parka Eosl BMtl. fabrication. storage,d.1k ty, erection and bracing of tnrsses and tn>R system, so-ABSUM11 Q. CeMrb. DSM9 and 8CSI W9Ehg Component Tanga. FL 33610 SaNy Ntonnolbmvallable from Truss Rate InseMe. 218 N. lee street sure 31Z Alexandrlo, VAN 14. Job Truss Truss Type . ' ' Oy P=HUTCHINGSTI5312322 76569 V8 Valley 1 l Unamoers l russ, I nc., tort tierce, rL 3x4 9 2x3 11 I.-v- . ID:SNJAac6zJsFSOKYZsGHjZ9yUWRp-PPZ9xoDyofvhHU3YFvOrpa9LGrWj7AE51CBzRdyUTJ4 4x4 = 2 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. ob/size) 1=118/8-0-1. 3=118/8-0-1,4=24818-0-1 Max Hoe 1=49(LC 11) Max Uplift 1= 90(1-C 12). 3= 90(LC 12), 4= 122(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - A11 forces 250 (ib) or less except when shown. WEBS 2-4=-166/286 3x4 Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 241b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 8=45tt; L=24ft; eave=41t Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load noncoreconent with any other live loads. 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-&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 1001b uplift at joint(s)1, 3 except Qtdb) 4=122. Thomas A Alban! PE No.39380 MiTek USA, Inc. FL C9rt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 A WARNIA'G-Verltydas/gnparam =m dREAUNOTES ON TIDSANDMCLUDEDMMEKREFERANCEPAGENII7MY .. 1DN31L015BEFOREUSE D.19n vditl tm use only w4M Mifek;)contcct lhhd"M hb only upon Peometors Yrown. antl h for on kx9YAuo1"daN component trot a hOs system. Before uee. me buildrg d sUm, mull veiny Ina oppucotxaltyof design IxmamefM antl propedy ktcoRxorate IfSdeslgn into the overall orgy. AdditiorKAteMrxx r onCl Pennanenttxoc g MiTek' "dag CLdgn. Racing lndkoted ht. Prevent bu kfing ofil Md lmssweb nndlm ChOFd membaM hdwaysregimr fo prevent collcpsewnn poss0lepars Fmgeneroi 6904 Parke East BNd. dBCSceregmd0m fob e. leiNery;er dh tm%ta ANaopedydo,Cift O5Bdg anD Bt3rBU/t7hy Comyon�nl starage.dlcbleft=Tr=Plt s.Mex Tanpa, FL 33810 eadtWe,2] N.Ls da.VA22'CRe11a, SDbtyfnfopnafbrnv�able hom irus Race InsaMe. 218 N. tea Stteei, 911e312. Alexantlda. VA72 14. tykl 1, le3l Job Truss Truss Type e 1 1 pry Ply HUTCHINGS T75312323 75569 VA VALLEY 1 1 Job Reference o Oonal UhamberS Truss, Inc., Fort Pierce, FL B.130 5 Mar 11 2U10 MI I BK mOUSmeS. Inc. I nU Uo[ 11 1J:01:J0 ZU10 rage I 0 44 = J Scale = 1:21.4 e 7 6 3x6 II 24 II 3x6 II LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (roc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ven(LL) 0.01 5 n/r 120 TCDL 7.0 Lumber COL. 1.25 BC 0.31 Vert(CT) 0.01 5 Wr 90 BOLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=2622/9-4-0, 6=262/9-4-0, 7=269/9-4-0 PLATES GRIP MT20 244/190 Weight: 381b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on, pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 8-1 53(LC 10) Max Uplift 8= 283(LC 12). 6=-283(LC 12). 7=-45(LC 12) FORCES. (Ib) - Max. CompJMa c Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-223(461, 2-3- 165/273, 3-4_ 164/270, 4-6=-225/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24R; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intertor(1) 2-0.0 to 4-e-0, Exterior(2) 4-8-0 to 7-8-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5)' This truss has been designed for a live load of 20.0pst 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 uprilt at joint(s) 7 except at=lb) 8=283, 6=283. Thomas A. Albani PE No.39330 A1Tsk USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33810 Date: October 11,2018 Q WARNWG-Vvdrydeaignpammvtemendfi"D NOTES ON TMSANDWCLUOEOMREKREFER4NCEPAGEMU74Mmv. 10A 015BEFORE USE De9mvalld for Useonly Wlfh MITek9correctors. TNsdeskpl kbasedonlyupon parametersshov0l. and N form ndl d l buldlrg component, nol a tnrss system. Before use. the bullci g desgn:r must verify the appllcainsfyol deslm parometersonl properly hComotale thhdesion Into file overall buedvlgdeslga.Bracing nalcatedisfobuckingofrcf ltlUdtrusswebantl/or members only. Adtllnonaltemporaryandpermanentbrackg MiTek' prevent chord kalways required for Moberly and to prevent collolae v4lh posffiIe Personal npay and properly damage. Fo;Wnerc1guldalcerenm2gthe 6904 Parka East BNd. 69N tobricalbn itaage,delivery. aecnon and bradrg of lrlrsesond lnlss systems. seeANSt/rpli Cvo@ygBedo, OSBdg a1MBC51 But/hy Component FL 3a610 Sofctyhfortnpfbmvalade BRhls an Tnzs ale ntule. 218 N. Lee Sheet. Slte 31Z Alexandria VA 22314. Job Truss Truss Type 4 1 I Ply HUTCHINGS T15312324 75569 VB Valley �QtY 1 1 Job Reference (optional GnamDers I was, Inc., 1-0I1 YIBrCO, FL u.13U 5 Mar 11 ZVI U MI I OK mousmes. mc. I nil Vct l l 1So1:Ja ZV to Scale=1:20.8 4x4 = 3 6 3x4 — 2x3 II 3x4 3x6 II 3x6 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FB02017frP[2014 CSI. TC 0.59 BC 0.35 WB 0.09 Matrix-S DEFL. in Vert(LL) 0.01 Vert(CT) 0.02 Horb(CT) 0.00 (roc) Vdefi Ud 5 n/r 120 5 n/r 90 4 we n/a PLATES GRIP MT20 244/190 Weight: 37lb FT=201 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 2=214/9-4-0, 4=214/9-4-0, 6=370/9-4-0 Max Horz 2=-84(LC 10) Max Uplift 2=-208(LC 12), 4=-208(LC 12), 6= 183(LC 12) Max Gmv 2=217(LC 21), 4=217(LC 22), 6=370(LC 1) FORCES. (Ib) - Max Comp./Max Ten. - All forces 250 (ID) or less except when shown. WEBS 36-237/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24f ; eave=4fl; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0.0 to 4-8-0, Exlenor(2) 4-8-0 to 7-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Gable requires conmruous bottom chard bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=lb) 2=208, 4=208, 6=183. Thomas A. Alban! PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2018 ®WAIVING- VeNly2adgnpramotarsanEREADNOTESONTHISAND INCLUDED MREKR£FERANCEPAGEM47473W.. 10W 015eEFOREOSE Design valld lot use only with MITek®cohrwctols. fits design 5 based oNy upon mrameleh shown. alld Is for m IntllYdual build ng component not a trtas system. Before use, the building designer must vally the appilcobalty of design paameters onrl properly Incomomte fi5 design Into the overdl buildingdeslgn. Brmhgindka istoprevenfWcklingoflMiNdualhusswebcnd/mdr dmemb ONy. AdCObwitemporayaMpel ntbraclrp MiTek' goads oersorwl bnaoAALVopenydancga.laa generalnd la,e Nalwoysre@6retlfad]Wry, enHlolior,dlcdlaps fwnh fabrkwlkxtataoge.Ctflable aecrueMori se OSll-0➢mtd BCSf Duldlrp Component S=flrildht, 6904PaFL East Blvd. Inthxlofk8 N. Leedlool.auemc lexandna, VA2231C41eN, SD(6/y WpR11DDarFrvdlaMe han ims %ate trlsliMe, 210 N. Lee Sheel.9ite 312. Alexartlrb. VA22314. Tonga, FL 33610 LOCATION AND ORIENTATION F 13y4 Center plate on joint unless x, y Roffsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss R and fully embed teeth. For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location detar7S available in MrTek20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal I Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I t scale) dimensions shown ftsixteenths I(Drawings not to scale) JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSSSTARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDSAND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal a X-bracing. is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other Interested parties. 5. Cut members to bear tightly against each other, 6. Place plates on each face of truss at each ljoint ocations embed regulatedlKnots by NSI/TPa1 a at joint ocattio ore 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted moisture content of lumber shall not exceed 19%of time of fabrication. 9. Unless expressly noted this design Is not applicable fa use with fire retardant, preservative heated or green lumber. 10, Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be Sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing a110 ft. spacing. or less, if no ceiling Is installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load verficolly unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmentot health or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is Trot sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.