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HomeMy WebLinkAboutTRUSS PAPERWORK1-11 RE: M11412 MiTek USA, Inc. CARLTON 299 6904 Parke East Blvd. Tampa, FL 33610.4115 Site Information: Customer: Wynne Development Corp Project Name: M11412 Lot/Block: Model: Sterling Address:- unknown City: St Lucie County Subdivision State: FL SCANNED BY St. Web County 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: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings.O y With my seal affixed to this sheet, I hereby certify that I am the Truss Design Eng�me r aWHhis Ind It sne'et" conforms to 61 G15-31.003, section 5 of the Florida Board of Professi ne s�?ules No. Seal# Truss Name Date 1 T17089636 a 5/17/2019 2 T17089637 at 5/17/2019 3 T17089638 a2 5/17/2019 4 T17089639 a3 5/17/2019 6 T17089641 a5 5/17/2019 REVIEWED FOR 7 T17089642 ata 5/17/2019 8 T17089643 atb 5/17/2019 CODECOMP .���D 9 T17089644 ate 5/17/2019 STD LUCIE COUNTY 10 T17089645 bha 5/17/2019 11 T17089646 gra 5/17/2019 BOCCI 12 T17089647 j2 5/17/2019 13 T17089648 j4 5/17/2019 14 T17089649 j6 5/17/2019 15 T17089650 j8 5/17/2019 16 T17089651 ja8 5/17/2019 17 ' T17089652 kj8 5/17/2019 18 T17089653 kja8 5/17/2019 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, 2021. Florida COA: 6634 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 ANSIrrPI 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 customers file reference purpose only, and was not taken into account in the preparation of these designs. Mi fek 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 ANSIlrPI 1, Chapter 2. Iof1 G `S� N 3Cr ' S OF 14/ O . 0Ililost"A Mrfek USA, Inc. FL Cert 6634 6904 Parka East B . Tampa R. 33610 May 17, 2019 naln• Albani, Thomas Job Truss Truss Type Dry Ply CARLTON 219 T77089636 M11412 A SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri May 17 09:24:42 2019 Page 1 ID:kFvnsnOwY419A0_nM3lc6ylJgg-NAHvKByG?EunxpeSyhNlLphFkDO5a9YtxgjMmzFeBJ 1-0-0 BE-0 p 10-0 13-1 19-5-3 2%2-0 28-9-0 36-0-0 37-0-0 �-0-01 8ai-0 ri�-0 3-70-0 5-93 6d-13 2-7� 7-2-12 4.00 12 3x6 \\ 5x8 = 4.5 = 4.6 = 45 = 3 4 24 255 6 7 5x12MT18HS = 26 27 8 3x4 Sole =1:63.0 16 15 exit = 3,4 = 3.6 = 314 = Sx8 = 4xIO = 2.00 12 9-70-0 13E-0 79b3 244i-0 26-2-0 36-0-0 9-10-0 TI0-0 5-9-3 5-0-13 1E-0 9.10-0 Plate Offsets (X Y)- 12.0-0-2 Edgel 14:0-5-4 0-2E1 16:0-3-0 Edgel 18.0-9-00-2-81 1109-2-10 Edael 115:0-1-12 0-2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.73 13-14 1595 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.34 13-14 >321 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.45 10 n/a rda BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 1.0113-14 >428 240 Weight 1611b FT=20% LUMBER - TOP CHORD 2x4 SP M 30'Except' 6-8: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. kEACTIONS. (Ib/size) 2=138610E-0, 10=138610-8-0 Max Holz 2=-119(LC 10) Max Uplift 2=-846(LC 12), 10=E46(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3338/2212, 3-4=-3134/2132, 4-5=-3441/2388, 547 514VI470, 7-8=-6766/4392, 8-9=-5629/3608, 9-10=5945/3856 BOT CHORD 2-16=1989/3129, 15-16=-1777/2918, 14-15=2177/3455, 13-14=3307/5216, 12-13=-3301/5421, 10-12=3593/5659 WEBS 3-16=-5271480, 4-16=-413/669, 4-15=-535/785, 5-15=-975/733, 5-14=-1198/1876, 7-14=E51/667, 7-13=-962/1695,8-13=-1260/1909, 8-12=-45/349, 9-12=-319/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.0psf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3, Interior(i) 2-7-3 to 37-M zone;C-C for members and ferries & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 3E-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at Jolnt(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8461b uplift at joint 2 and 8461b uplift at Joint 10. Thomas A. Albeni PE No.39380 MTek USA, Ina,FL Carl N34 69H Parke Earl Blvd. Tampa FL:33610 Dale; May 17,2019 ^A WARNIND- Vft Ces/9nparartre andR NOTESOMMSANDINCLUDEDMITE(REFFFENCEPAGEMII.7Mrev. 101=015BEF01REUSE Design valid for use only with MiTek® connectors. This design is based oNy upon paametersshown, and is for an IMINdual building component, not a truss system. Before me, the building designer must veil the applicability of design parameters and papery Incorporate this design into the overall buildingoesigr Baring Indicatetl is to prevent budding of Individual hose web andlorchord members only. Atldtfonal temporary and permanent bmdng MiTek' Is always required forstabiliy and to prevent coaapse with possible personal injury and papery damage. ForgenealguidanceregaNbgthe . fabrca0on. sbrage, tlelivery erectionandbmeMofbusseswdwSSSOtems,see ANSVMP11 Quality Canuffe,DSB-89 and SCSI Building Component Salary rnlmmef/on eva0ab)e hom Truss Plate 1nstiWte, 218 N. Lea Street Suite 312. Alexandra, VA 22314. 6904 Palle East Blvd. Tampa, FL 36610 JOD Truss Tmss Type pry Ply CARLTON 299 T77089637 M11412 A7 SPECIAL 1 1 Jmh Reference (on1'anall Gnambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn May 17 09:24:43 2019 5x6 = 4.00 12 4 22 3x8 = 5.6 = 5 23 6 Sul.=1:63.0 14 13 3x4 II 3x6 = 3x4 — 5.6 = 2.00 12 4x10 = 8£-0 13.8-0 18-7-4 244i-0 28A-0 36-0-0 80-0 6.2-0 4-01_4 5-10-12 I "1 7-2-12 l Plate Offsets _(X Y)— [2:0-0-2 Edge] [8:0-2-10 Edgel [13'0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Odefl ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.26 TC 0.61 Vert(LL) -0.58 11 >749 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.95 Vert(CT) -1.0711-12 >402 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES W8 0.55 Horz(CT) 0.40 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Wind(ILL) 0.80 11 >541 240 Weight 163lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS IRow at midpt 5-13 IJEACTIONS. (lb/size) 2=1386/0-8-0, 8=1386/0-8-0 Max Horz 2=141(1_C 10) Max Uplift 2=-846(LC 12), 8=-846(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 (Ito) or less except when shown. TOP CHORD 2-3=-3356/2159, 34=3358/2292, 4-5=-2798/1921, 5-6=4830/3137, 6-7=-5353/3403, 7-8=5962/3751 BOT CHORD 2-14=-1935/3141, 13-14=-1610/2666, 12-13=2399/3926,.11-12=-2400/3924, 10-11=-3499/5680, 8-10=-3492/5669 WEBS 3-14=404/391, 4-14=-507/777, 4-13=151/409, 5-13=-1376/890, 5-11=557/1048, 6-11=-849/1449, 7-11=641/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=59fi; L=36ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 4-0-0 to 2-7-3, Intedor(l) 2-7-3 to 37-0-0 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI( ­PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8461b uplift at joint 2 and 8461b uplift at joint 8. Thomas A, Albani PE No.39388 MTek USA, Inc. FL Can 66U 6904 Parks East Blvd. Tampa FL 33810 Date: May 17,2019 ,•AWARNING-Verily deslgnpammerers aadREADNOITS ON MS ANDINCLUDFDMREXREFERENCEPAGEMII7"3 rev. id0YtO15HEFORE USE Design valid (or use only vdtIn MTek®mnnedors. This design Is based oNy upon parameers shown, antl Is (or en IndMCual builtling mmponem, not ��' e truss system. Before use, the builtling designer must vetl(y the eppllwEllity of design parameters end mopetly Inmryoreta this tlesgn into the ovemg bulIdNg dasign. Stating Ntllwtetl is to preventbuckling of lntliNdu6l Wss webanNorclwrdmembers only. Atltlitbnal tempoary and permanentbmWng MiTek' D aAvays requ'ved forslability andw prevent mllepse Mlh possible personal injury end pmpeM tlamega. For general gultlanca regaNirg the • fabtlratlan, sMrege. delivery, erection and are re of trusses and truu systems, see "lvs, if ovally Crkeda,Dsa-ae antl aC8leullrling Component Sa'myln)mmatly. available fmm Tne:s Plata alsoNto. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Truss Truss Type Qry Ply CARLTON 299T17089638 E4obl 12. A2 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fri May 17 09:24:44 2019 5x6 = 4.00 12 3.4 = 5x6 = 5 6 4x6 Scale=1:63.0 15 14 7x8 MTIBHS =. 3.6 = 3x4 II Sx8 = 4x10 = ipo 1z B-6.0 134)-0 22-2-0 24-6-0 28-9-4 36-0-0 8L-0 5-2-0 BE-0 2-0-0 43� Plate Offsets (X Y)-- 12:0-0-6 Edge] 19:0-2-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.55 11-12 >779 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.03 11-12 >419 240 MT18HS 2441190 BCLL 0.0 Rep Stress lncr YES WB 0.72 Hom(CT) 0.39 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.77 11-12 >564 240 Weight: 167 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 $EACTIONS. (lb/size) 2=1386/0A-0, 9=1386/0-8-0 Max Harz 2=163(LC 11) Max Uplift 2=-846(LC 12), 9=-846(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -AIL forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3359/2129, 3-4=-2661/1761, 4-5=2445/1690, 5-6=3533/2289, 6-7=-3698/2365, 7-8=-5359/3351, 8-9=-5963/3683 BOT CHORD 2-15=-1909/3146, 14-15=-1909/3146, 13-14=1826/3099, 12-13=-3016/5125, 11-12=-3433/5679, 9-11=-3426/5669 WEBS 3-15=0/295, 3-14=-807/566,4-14=-354/620,5-14=-916/581, 5-13=-261/668, 6-13=-588/1003, 7-13=2219/1408, 7-12=1 137/1893,8-12=628/443 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=59fh L=36R; eave=58; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0to 2-7-3, Intenor(1) 2-7-3 to 37-0-0 zone;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 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 nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value, using ANSI/TPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at joint 9. Thomas A. Alberni PE No.39380 MTek USA, Inc. FL Cart 6634 6994 Parke East Blvd. Tampa FL 33610 Date: May 17,2019 r AWARWNG-Yedfydsslgnpaametea and READ NOTES ON RUSAND INCLUDED MITEK ttEFENENCEPAGEMa-74r3rev. 1DD312015B htE USE De sign vatitlforuse oNy wiN MiTek®wmredoa. This design is bseetl only uponpam sMwn, end is loran Ind,-d buiIdng componentcat a' Ear? mmty ��• a Wss system. Belore use, the builtliig tlesgner must verify the sppl-' ,-ales of tlesign parameters antl aam .le mis design Into 0e ovean builtling design.Racing Intlicofetl lsto prevent bud'rs.flndividds mass web antlrorchoN members only. Additronal temporary and permanen(bating MiTek' is always inquired for ateba"andlo prevent ac'-pas with possible personal injury"m iva'ai damage. For Banal guitlanca regarding the • rabbcstion,sroage, tlelivery,erecgon antl baling of trusses and truss systems, see ANSVTPI1 Ouafrty Gller/a, p5&89 and SCSI Bulld/ng Component Saleylnformatlnn evatablermm Tams Platelns6Me,218N. Lee Street Buita 312, Alexantlaa, YA22314. 6904 PaM1e East Blvd. Tampa, FL 36610 Job Truss Truss Type Qry Ply CARLTON 299 T17089639 M11r412 A3 SPECIAL 1 1 Job Reference D Bonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fri May 17 09:24:45 2019 4.00 12 5.6 = Sx6 = Scale: 316'=1' V g JF 15 3x5 3.4 II 5.6 2.00 12 = 4x10 = = 8E4 13.8-0 20.2-0 24E-0 28-94 36-0-0 8 fi-0 5-2-0 6E-0 4-0-0 4&4 7-2-12 Plate Offsets (X Y)-- [2U-1-2 Edce] [3:0-0-0 0-3-01 [TO-3-0Edae] [9:0-2-10 Edge] LOADING (fist) SPACING- 2-0-0 CSI. DEFL. in (loc)/deb Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.57'11-12 >761 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.05 11-12 >410 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress lncr YES WB 0.74 Horz(CT) 0.40 9 rda n/a BCDL 10.0 Code FBC2017R'PI2014 Matrix -MS Wind(LL) 0.7811-12 >551 240 Weight 1671b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1386/0-8-0, 9=1386/0-8-0 Max Horz 2=185(LC 11) • Max Uplift 2=-846(LC 12), 9=.846(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or2.6-15 oc pudins. BOT CHORD Rigid ceiling direc0y applied or 2-2-0 oc bracing. WEBS 1Row at midpt 6-13 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3371/2103, 3-0=-2633/1707, 4.5=-2803/1850, 5-6=2968/1899, 6-8=-5371/3290, 8-9=-5960/3616 BOT CHORD 2-15=-1886/3159, 14-15=-1886/3153, 13-14=-1343/2432, 12-13=-2958/5146, 11-12=.3368/5675, 9-11=3362/5666 WEBS 3-15=0/306, 3-14=-866/626, 4-13=-285/671, 5-13=-3791`/02, 6-13=2706/1659, 6-12=-1094/1946, 8-12=-611/435 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=59ft; L=3611; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3, Intedar(l) 2-7-3 to 37-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load 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) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 Ib uplift at joint 2 and 846 Ito uplift at joint 9. Thomas A. Albanl PE No.39380 MTek USA, Inc. FL Cliff 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 17,2019 •AwAIWING- VnBydedoparameters eadREADNOTES ON TIBSANDIN UDEDMREXREFERENCEPAGEMII•7473mv. fOD33015 BEFORE USE Design valid far use only wain MTeka connectors. This design Is owed oNy each parameters slur m, and Is for an individual building component, not a trues system. Berore use, Me building designer must wary the applicability of design paremeters and pmpedy incoreomte Nis design into the overall buil4Ngdesign.Bracing Indicated is to pmwntbuCWirgoflndlviduaitmssweban3Orcbord members only. Additinnaltemponaryandpennanentbracing WOW1..lnays required for we, and to prevent collapse with possible personal injury and properly damage. For general guidance regarding Me • fabdcagon, storage, delivery, erection and before of trusses and truss systems. see ANSMII Quality Crkeda, DSB-89 and BCS1 Building Component 6904 Parka East Blvd. Saferylarmmadon available from Tmss Plate MaWuts,218 N.Lee Sbeebt Suite 312.Alexandrla.VA22314. Tampa, FL 36610 Job Truss Type Oty Ply=Referenm Ti70B9640 ]Truss M11412 A4 SPECIAL 1 Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 112018 MiTek Industries. Inc. Fri May 17 09:24:46 2019 �1 4.00 12 5x6 = Scale: WV=1' 16 15 .11 — 3x5 = 3x4 II 5x8 = 4x10 = 2.00 1z e-6-0 13�-0 24-0-0 28-9.4 36-M 18-0-0 "1 5-2-0 I 4L-0 fi 6§0 4-0-4 I 7-2-12 Plate Offsets (X Y)— (2:0-1-2 Edge] (8:O-3-0Edge] f10:0-2-10 Edge] f15:0-2-12 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.6D Vert(LL) -0.61 13 >709 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.13 13 >383 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.42 10 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.84 13 >513 240 Weight 170lb FT=20h LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc pur ins. BOT CHORD Rigid ceiling direc0y applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (Ib/size) 2=1386/0-8-0, 10=1386/0-8-0 Max Horz 2=-207(LC 10) • Max Uplift 2=-846(LC 12), 10=-846(LC 12) FORCES. (Ile) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3361/2183, 3-5=-2660/1831, 5-6=-2458/1735, 6-7=-2481/1719, 7-9=-5407/3513, 9-10=5950/3765 BOT CHORD 2-16=-1931/3146, 15-16=1931/3146, 14-15=1489/2515, 13-14=3185/5191, 12-13=-3510/5666,10-12=3504/5656 WEBS 3-16=0/M5, 3-15=-799/546, 5-14=-344/260, 6-14=-731/1202, 7-14=3120/2048, 7-13=-113011972, 9-13=559/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; 13=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -1-0-0 to 2-7-3. Inlerior(1) 2-7-3 to 18-0-0, Extenor(2) 18-0-0 to 21-7-3 zone;C.0 for members and forces & MWFRS for reactions shown; Lumber 0OL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 ps( bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift at Joint 2 and 8461b uplift at joint 10. Thomas A. Alberti PE No.39380 MTek USA. Inc. FL Cent 6634 6901 Parke East Blvd. Tampa FL 33610 Data: May 17,2019 ,• AwABMNG. VadydaslgnpmanexuarsandBEAD NOTES ON TNISAMDINMUDIDMREKBEFPRENCEPAGEMf 7?lrev. 1On134? f5BEF0WUSE Design valid for use only with MreW connectors. This design Is based oNy upon parameters shown, and Is for an indiNdual building component, not 9 truss system. Before use, Me building desgner must verify to applicobility of design parameters and pmpedy inmrporete this design into the overall Mtlldingdesign. Bracing indicated is to prewntbuck@goflndNdualumsweband/orchordmembers only. Add!Wnaltempomryaodpeimanentbmdng MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me • fabrication, storege,deliverywooden and bracing of mosses and truss systems, see ANSYnoll Omfity Crfi la, MB49 and BCSI authors Component 69U Parke East Blvd. Safeylnrormatlon avers is from Truss Plate InsuWte.218 N.Lee Street, Suite 312.Alexandria. VA 22314. Tempe, FL W610 Job Truss Truss Type Dry Ply 299 T77089641 M11412 A5 SPECIAL 7 ]CARLTON 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4.00 12 Sing = 8.130 s Mar 11 2018 MiTek Indus(nes, Inc. Fri May 17 09:24.47 2019 Scale v 1:61.9 16 15 axau 3.5 = 3x4 II INS = 4x10 z.a0 1z eao 8-0-0 24fi-0 I 28-9-0 I 6-0-01sz-0 -0 1z Plate Offsets (X,Y)— 12:0-1-2,Edne] (8:0-3-0Edge) t10:0-2-10 Edge] (15:0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.61 13 >709 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT) -1.13 13 >383 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress lncr YES WB 0.95 Horz(CT) 0.42 10 Na We BCDL 10.0 Code FBC2017/TP12014 Maihii Wind(LL) 0.84 13 >513 240 Weight 170lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1385/0-8-0, 10=1386/0-8-0 Max Holz 2=-208(LC 10) Max Uplift 2=-846(LC 12). 10=-846(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc putting. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2-3=3361/2183, 3-5=-2660/1831, 5-6=-2450/1730, 6-7=2472/1713, 7-9=-5407/3513, 9-10=-5950/3764 BOT CHORD 2-16=-1 931/3146,15-16=-1931/3146, 14-15=1489/2515, 13-14=-3184/5190, 12-13=-3510/5666, 10-12=3504/5656 WEBS 3-16=0/315, 3-15=-799/546, 5-14=-355/272, 6-14=-743/1219, 7-14=-3134/2058, 7-13=1130/1972, 9-13=-560/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=59f; L=36ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 18-0-0, Exterior(2) 18-M to 21-7-3 zone;C-C for members and forms & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load 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-M wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSI7TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Pravda mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 846 lb uplift at joint 10. Thomas A Alban! PE No.39380 MTak USA, Ina FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 bate; May 17,2019 '• AWAR M-Vedf deslgnpvametersendF NOTESOM MSANDINCLUDEDMIrEKREPFBENCEPAGEMg-74"..ttl'OY10r58EFOBEUSE Design valid for use only with MITeLW Wrestler, This design is based only upon parameters shown, and Is foran IndMdual WII3ng componem, not a Was system. Before use, the burning designer must verify the applicability of design Parameters antl properly inanimate Nis design Into the owall buadingdesign. BmcngldiwtedistopreventbuoklingotlnGddual WsswebanNordwrdmembersonly.Addd'nnaltempoaryandpermanenlbacing MiTek- is alwap required far stability and to prevent wastes with xhaibls personal injury and poleady damage. Forger of guidance regardhg the • fabdoaaon, sbrage, intent , erection and tracing of masses and buss systems, see ANS/yrPl1 Queen, Gdtswa, OSB-99 and SCSI Building Component Sareryfnfmmali awilable them Truss Plate Institute.218 N. Lee Street Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tempe, FL 36M0 Truss TrussType ply ply CARLTON 299T17089642 [Job 412 7ATA COMMON 7 1 Job Reference o 0onal s.namoers iri Inc., ran fierce, rL a.1Ju s Mar 11 zuTe ml I eK industries, Inc. rn may a Vtllevlvo cu ro rJye I 4.00 12 5x6 = 6 goals =1:61.0 17 — 15 14 1.12 3x8 3x4 II 4x8 = 3.8 = 3x8 = 4x6 3x4 II 3x8 = 8-1-1 13-10-2 22-1-14 27-10-75 36.0-0 a_1_s s.o.t a.v,c i so-t Plate Offsets (X Y)— 12:0-8-6 0-0-81 r10:0-8-0 0-0-8) LOADING (pso SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.28 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.5914-15 >730 240 BCLL 0.0 Rep Stress lncr YES WB 0.60 HOrz(CT) 0.14 10 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 14-15 >999 240 Weight: 1721b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-16 oc'purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. WEBS 2x4 SP No.3 k;EACTIONS. (lb/size) 2=1436/0-8.0, 10=1436/0-8-0 Max HDrz 2=-208(LC 10) Max Uplift 2=796(LC 12). 10=-796(LC 12) EORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3544/2053, 3.5=-282411651, 6-6=-2817/1766, 6-7=-2817/1766, 7-9=-2824/1651, 9-10=-0544/2053 BOT CHORD 2-17=-1812/3323, 15-17=-1812/3323, 14-15=-997/2104, 12-14=-1826/3323, 10-12=1826/3323 WEBS 6-14=569/1002, 7-14=299/279, 9-14=-783/581, 9-12=0/271, 6-15=-569/1002, 5-15=300/279,3-15=-782/581, 3-17=0/271 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=5911; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-M to 2-7-3, Interior(!) 2-7-3 to 18-0.0, Exledor(2) 18-0-0 to 21-7-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=11.60 plate grip DOL=1.60 3) 100.011, AC unit load placed on the tap chord, 18-0-0 from left end, supported at two points, 6-0-0 apart. 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 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79616 uplift at joint 2 and 796'Ill uplift at joint 10. Thomas A. Alban! PE No.39380 INTO USA, Ina FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 bete: May 17,2019 ,- AwARNING-vMytle.4gnperdmeers andREADNOTES ON 7NISANDING.UOEDMRIXREFERENCEPAGEWi.7n3 rev. f0'OYlOfSBEPoRE USE Design valid forsse only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual buildng component, not ��- a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overact buildingdesiga Bmctrg IndimtMd topmvntbucUMofindiv!dual Wsswebon orchordmembersonly. Adiitbnaltemporeryandperinenentbmtlng Mel( Isehvays required lorstabiliry and to prevent coilapsewtth possible personal injury and pmpedy damage. Forgenemiguidanceregardingihe - fabrication, storage, delivery, erection and bratlng of busses and buss systems, see ANSUTF11 Oualdy, Cdleda, OSB419 and SCSI Building Component 6904 Pake East BIM. Safelyln/bnnadon available fmm Truss Plate tnsttute,218 N.Lee Street, 5uite312,Atesendria,VA22314. Tampa,R 36610 Truss Tmss Type Ory Ply CARLTON 299T77089643 rlob; 412 �ATB COMMON 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fd May17 09:24:49 2019 Page 1 4.00 12 5x6 = Scale=1:60.9 3.5 = 3.4 II 3z6 = 6xe = 6.8 = 3.6 = 3x4 II 3x5 = R-1-1 i. dini de-9A. pa -inn 29-1-IA 17nn-1s 36-0-0 8-1-1 5-9-1 -3-14 6-8-0 0 - 4 5-9-1 8.1-1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 VerQLL) -0.10 18-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 18-21 >844 240 BCLL 0.0 Rep Stress mar YES WB 0.68 Horz(CT) 0.02 15 rVa Na BCDL 10.0 Code FBC2017/TPI2O14 Matrbc-MS Wind(LL) 0.1518-21 -999 240 Weight 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-14 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=-208(LC 10) Max Uplift All uplift 1001b or less aljoint(s) 15 except 2=433(LC 12), 14=-866(LC 12). 10=240(LC 12) Mall All reactions 250 lb or less atjoint(s) except 2=687(LC 21), 14=1611), 10=399(LC 22). 15=349(LC 17) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1239/757, 3-5=-437/333, 5-6=-432/448, 6-7=-272/773, 7-9=-376/778, 9-10=-334/220 BOT CHORD 2-18=587/1178, 16-18=-587/1178, 12-14=188/281, 10-12=188/281 WEBS 6-14=-1096/683, 7-14=303/281, 9-14=-853/614, 9-12=-13/307, 6-16=-501/665, 5-16=-302/279, 3-16=-890/616, 3-18=16/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -1-0-0 to 2-7-3, Intenor(1) 2-7-3 to 18-0-0. Exterior(2) 18-M to 21-7-3 zone;C-C for membersand fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 18-0-0 from left end, supported at two points, 6-0-0 apart. 4) This tmss has been designed fora 10.0 psf bottom chord live load noncencument 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 2-04) 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) 15 except 011=11) 2=433,14=866,10=240. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 17,2019 AWARNING- Verify designparameren and READ NOTES ON T7dSAND/Nf1UDm6UTEKREFERENCEPAG5 W-7473rev. 10=? 1SBEFCREUSE Design vaad for use onty with Mfrek® carnations. This design is based only upon parameters shown, and is bran InelNdual building component, not a buss system. Beforeuse, the building dugnermmtwH Neappliwbllityofdesignparameters and peopedylecoryorstethisdesign Into me overall buildingel ign BracNgindicatedis0preventWelingofindividealtesswebanNarchordmembersonly. Additonalumporeryandpermanentbracing MITeW is alamys required for stability and to prevmd collapse with possible personal Injury and Mpety damage. For general guidance regarding Me • fabricator. storage, delivery erection and bracing oftnesses and buss systems.see ANSIholf Ovally Cdteda, Di and SCSI Bulld/ng Component 6904 Parke Fast Blvd. Safetyleformatlon available from Tmss Plate Institute, 218 N. Lee Street Suite 312, Atuendda. VA 22314. Tempe, FL 36610 Jab Truss Truss Type Ply CARLTON299T77089644 M11412ATC COMMON F01y 1 Job Reference (opgana0 Unamaers I russ, Inc., Yon Ylerae, FL B.TJu B Mar it 2uTB MI I ex mouslnes, Inc. r'n May 1 r uu:to:pu zu iv rage, -0-0 8-1-0 5-9-1 4-1-14 • 4.00 12 5x6 = 6 Scale=1:60.9 3x5 = 3x4 II 3x6 = 6.8 = 6x8 = 3.6 = 3.4 II 3.5 a1-1 tztn9 1a911. 99-1-11 99-9-] 97-m15 3nn-a 8-1-1 15-9-1 -3-14. 6-11-14 0 -9 5-" 8-1-1 - - - LOADING (psf) SPACING- 2-0-0 C51. DEFL. In floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 18-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.40 Vert(CT) -0.22 18-21 >844 240 BCLL 0.0 Rep Stress lncr YES WB 0.68 Horz(CT) 0.02 15 Na n/a BCDL 10.0 Code FBC2017TFP12014 Matrix -MS Wind(LL) 0.1518-21 >999 240 Weight 1721b 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpl 6-14 REACTIONS. All bearings 0-8-0 except at -length) 14=0-11-5. (lb)- Max Horz 2=-208(LC 10) Max Uplift All uplift 100 1b or less at joint(s) 15 except 2=-433(LC 12), 14=-866(LC 12). 10=-240(LC 12) Max Grav All reactions 25016 or less at joints) except 2=687(LC 21). 14=1635(LC 1), 10=399(LC 22), 15=349(LC 17) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-1239/757, 3-5=-437/333, 5-6=432/448, 6-7=-272/773, 7-9=-376/778, 9-10=-334/220 BOT CHORD 2-18=-587/1178, 16-18=-587/1178, 12-14=188/281, 10-12=188/281 WEBS 6-14=-1096/663, 7-14=303/281,9-14=-853/614,9-12=-13/307, 6-16=-501/665, 5-16=-302/279, 3-16=-890/616, 3-18=16/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl.. GCpI=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3. Interior(1) 2-7-3 to 18-0-0. Exterior(2) 18-0-0 to 21-7-3 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.011a AC unit load placed on the top chord, 18-" from left end, supported at two points, 6-0-0 aparL 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 15 except (jl=1b) 2=433,14=866,10=240. Thomas A Albani PE No.09180 MTek USA, I=FL Cart NU 69D4 Parka East Blvd. Tampa FL 13610 Dats; May 17,2019 ®WAINNG- Vedlydeagnparametera andNEAD NOTES ON TNSANDINCLUDED MUM REFENENCEPAGEMO-703 mi. 111=20151EFOBE USE Design valid for use only with, MiTeM connectors. This design is based ordy upon parameters shown, and Is for an indiedual building camponem, not a truss system. Before use. the building designer must verily the applicability of design parameters and pmperly incorporate this design Into the overall buildingdedgn BmdnghdiwtedistOproventbucldirgofindividualtmns banNorchoNmembemonly. Additional temporary and Permanent leading MiTek' Is aWays required for stability end to prevent collapsevdth passible personal Injury and property damage. Forgenerel guidance re,ardirg u,e fandcado4 storage, delivery, eno on end bracing altruism and buss systems, see ANSM11 Dualfty Creeds, DS849 and BCSI Ballamg Component 6904 Parke East Blvd. SaW learmatlon available from Truss Plate InsdMe, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 36610 Jab Truss Truss Type pry Ply CARLTON 299 ' T17089645 M11412 BHA COMMON 1 i Jab Reference o tional chambersTruss, Inc., Fart Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fri May 17 09:24:52 2019 Page 1 I D:kFvnsnOwY419Zh0_nM3lc6ylJ9g45uhQc5Dv4VT_UaZ13sj9SES6mkoR7tOAV5FiBzFeB9 16-0-0 240-0 1-0-D 8-0-0 12-M 14-0-0 15b0 160-0 222-0-02 128-0-0 36 0 7-0 2-0-0 l60 2-0-0 2-02'"­()2'"­()61 2-60 dial 4-0-0 1-1-1 Scale: 3/16'=l' TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR P OPERLY CONNECTED PURLINS AS SPECIFIED. 5x6 = 9 12 14 7x1D W18HS 4 7 16 5 18 7x10 C 4.00 12 3z6 5 = 5x 3 0 17 20 �1 - - 21 22 ml 2 lll` 13- _ 28 27 26 25 24 23 3x6 II 4z6 = 6.8 = 6x8 = 3x6 II 3.5 3x6 = 3z6 = 88-0-0-0 622-010-155 ( 3-0-0 1I 7--]5-0 -0-0-0 l Plate Offsets (X,Y)- r2:0-0-2 Edgel f3:0-3-8 Edgel rl l:0-3-00-3-0I 120:0-3-8 Edoel f21:0-2-8 Edgel 125:0-3-8 0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 28-31 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 23-34 >619 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.04 21 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.20 28-31 >909 240 Weight 2081b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP Na.3 WEBS IRow at midpt 20-25 2 Rows at 1/3 pis 3-26 JOINTS i Brace at Jt(s): 8, 4, 14, 16, 18 REACTIONS. All bearings 0-8-0 except at -length) 25=0-1 1-5. (lb)- Max Horz 2=-208(LC 6) Max Uplift All uplift 1001b or less atjoint(s) except 2=-583(LC 8), 26=-1557(LC 8), 25=1259(LC 8). 21=455(LC 8) Max Grav All reactions 2501b or less atjoint(s) except2=983(LC 13), 26=2911(LC 13), 25=2457(LC 14). 21=757(LC 14) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 2-3=.2242/1142, 20-21=-1473f724,3.4=-213f718,4-6=-213/718,6-8=-213/718, 8-10=-213/718, 10-11=213f718, l l-13=-213/718, 13-15=213f718, 15-17=213f718, 17-19=-87/610, 19-20=-87/610, 3-5=-199/422, 5-7=-1121391, 7-9=-33/344, 12-14=0/257, 16-18=67/301, 18-20=206/363 BOT CHORD 2-28=-971/2236, 26-28=-922/2090, 25-26=855/521, 23-25=516/1204, 21-23=-569/1344 WEBS 8-26=-1333/1008,17-25=979f756,3-28=419/1254,3-26=-3236/1698, 20-23=458/1210, 20-25=-2385/1201,9-10=-706/569, 6-7=307/241, 15-16=-462/372, 18-19=-097/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psF, h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583 lb uplift at joint 2, 1557lb uplift at joint 26, 1259 lb uplift at joint 25 and 4551b uplift at joint 21. 9) Girder carries hip end with 8-0-0 end setback. 10) Graphical Pullin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loggia) 967 lb down and 461 lb up at 28-M. and 9671b down and 461 Ill up at 8-0-0 on bottom chord. The deslgn/selecdonof such connection device(s) Is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.3938D MTek USA, Ina. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 17,2019 andard ®WARNING-v-fyde vpvnmerbsand READNOMS ONTMSANDINCLUDfa1MREKREFERENCEPAGEMO-703rev. fa=015BEFOREUSE Design valid forms only w h Mneketconnectors. This design Is based orly upon parameters shovm, and Is loran Mcmdual building component, not a Wsssystem. Belem me, the buudi,g designermustventy a applleebllityofdesignparametersand pmpellyincorporatethis design Into the overall bundi,gdesign. among indlwted late preventbucklirgofindiddual busswebamlforchmd members only. Additbnaltemporaryandpelmenentusing MiTek' Is ahvays required for stability and to prevent C011apsawith Passage personal injury andpmpeM damage. Forgeneml guida ax regaicing the - faEncxtbn.sturage,dell.q.ereptbn and bmdng of trusses and Loss systems. see ANSI/7P11 Quality Criteria, DSB-09 and BCSI Building component 6904 Parka Fast Blvtl. Safetylnfor eaffan available frem Toss Plate Institute, 218 N. Lee Streat Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Ply CARLTON 299 • � T77089645 M11412 BHA COMMON �Qty 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 17 09:24:52 2019 Page 2 ID:kFvnsn0wY419ZhO_nM3lc6yIJ9g-45uhOc5Dv4Vr_UaZ13sj9SES6mkoR7t0AV5FiBZFeB9 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 20-22=54, 28-29=-20, 23-28=47(F=-27), 23-32=20, 3-12=-1 26(F=-72),12-20=-126(F=72) Concentrated Loads (Ib) • Verb 28=641(F)23=641(F) • AWARNING-VergydeslgaparmefenardN NOTES ON T1fiSANDM%XUDWWEKREFERENCEPAGEMb7473rev. IW=15SEFOFEUSE Design valid for use only with MiTekW connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ��• a Muss system. Before Ise, me building designer must verify the applicability of design parameters and property locerporate this design Into 0e overall building design. Bracing indicated is to prevent Welding of Individual Muss web andlorchord members only. Motional temporary and permanent trades MiTek• Is always required for stability and to prevent collapse with passible personal injury and property damage. Forgencrelguidanceregardingthe fabricetlon,storage,delivery, choice and bmdng oftemses and Musssystems,see ANWP110..My CMetla.DS"9and BCSIBuilding Component 6904 Parke East BIM. Saferylnformarlan available from Truss Plate Institute, 218 N. Lea Steel. Suite 312.Menandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply CARLTON 299 • T17089646 M11412 GRA HIP 1 1 Job Reference o lional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fit May17 09:24:53 2019 Page 1 ID:kFvnsnOwY419Zh0_nM31c6yIJ99-YHS3dy6s9NdKod9mbmOyhfmd4A1vAZOAP9goFezFeB8 7-138I 8-0-0 24- 282F 36-0.0 7 4-0 2-05--0-0 ]-10-0 � 5x8 MT18HS = 4.00 12 5x8 MT18HS = 3x4 II 5x8 = 3.4 11 22 23 24 25 4 26 27 5 28 629 30 31 32 33 7 Scale=1:61.9 J9 14 Ja Jb Jr ad `•' 11 4U 3x5 = 3x4 11 46 = 602 = 6xl2 = 4x6 = 3.4 II 3x5 = 7-10-0 1344-0 22-0-0 28-2-0 36-0-0 7-10-0 F 5-10-0 6-8-0 1 5-10-0 7-101 Plate Offsets (X Y)— 13:0-54,0-2-81 (5:0-4-00-3-01 (7:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 12-13 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.44 12-13 >609 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.84 Hom(CT) 0.06 8 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.2210-21 >999 240 Weight 161 He FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3'Except' WEBS 4-13,6-12: 2x6 SP No.2 REACTIONS. (lb/size) 2=398/0-8-0, 13=3546/0-8-0, 8=1252/0-8-0 Max Horz 2=.97(LC 6) Max Uplift 2=-292(LC 8), 13=2107(LC 8). 8=-799(LC 8) Max Grav 2=417(LC 17), 13=3546(LC 1), 8=1256(LC 18) FORCES. (go) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=369/211, 3-4=-115812051, 4-5=-1158/2051, 5-6=-2318/1425, 6-7=2318/1425, 7-8=2981/1789 BOT CHORD 2-15=-196/311, 13-15=201/342, 12-13=-246/452, 10-12=1588/2818, 8-10=-1578/2786 WEBS 3-15=181/648, 3-13=-2568/1568, 4-13=640/587, 5-13=2900/1855, 5-12=-117212196, 6-12=4611/569, 7-12=.558/375, 7-10=-184/651 Structural wood sheathing directly applied or 3-4-6 oc puffins. Rigid ceiling directly applied or 5-7-0 oc bracing. 1 Row at micipt 3-13. 5-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directorial); 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 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 0t between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2921b uplift at joint 2, 2107 lb uplift at joint 13 and 7991b uplift at joint S. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 137 He down and 301 Ito up at 7-10-0, 103 go down and 170 Ih up at 10-0-12. 103 lb down and 170 lb up at 12-0-12, 103 lb down and 170 Ito up at 14-0-12, 103 lb down and 170 Ito up at 16-0-12, 103 lb down and 170 Ile up at 18-0-12, 103 lb down and 170 Ito up at 19-11-4, 103 lb down and 170 lb up at 21-11-4. 103 lb down and 170 lb up at 23-11-4. and 103 Ito down and 170 lb up at 25-114, and 137 to down and 301 lb up at 28-2-0 on top chord, and 340 lb down and 223 to up at 7-10-0. 77 Ib down and 1 lb up at 8-0-12, 77 He down and 1 lb up at 10-0-12, 77 lb down and 1 Ib up at 12-0-12, 77 He down and 1 lb up at 14-0-12, 77 Ito down and 1 Ib up at 16-0-12, 77 lb tlown and 1 lb up at 18-0-12, 77 lb down and 1 Ib up at 19-11-4, 77 lb down and 1 Ito up at 21-114. 77 to down and 1 Ito up at 23-114, 77 Ile down and 1 lb up at 25-11-4, and 77 lb down and 1 Ile up at 27-114, and 340 lb down and 223 lb up at 28-2-0 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 Albans PE No.39360 MTek USA. Inc. FL Cert 6634 69U Parke East Blvd. Tampa FL 33610 Data: May 17,2019 • AWARNING-Vsdy tleslgnpammeres andREADNOTES ON TRISANO INCLU0WW&0r REFFRENCEPAGEWb7473rev. tObY10f5BEFOREUSE Design "lid for use only with MneM connectors. This design Is based only upon parameters shown, and Is for an Individual building componem, not ��' a truss system. Before use, the building designermust warty the applicability of design parameters and properly molmorate this design Into the overall bulldingdesign. Bmcingthdimtedisropmv tbuddlrgoflndMduMWsswebanNorc Mmembemodi, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wit possible personal injury and property damage. Forgenemlguidanceregardingthe fabrication. storage. delivery, erectionand bracing oftmsses enows systems.see ANSVrPil Oual4y CrIania, OSS49 and SCSI Building Component 6904 Parse East BIW. Sarerylnionnallon available from Truss Plate lnswite.218 N.Lee sanest Suite 312. Alexandra, VA22314, Tampa, FL 36610 Job Truss Truss Type Oty Ply CARLTON 299 T77089646 M11412 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fit May 17 09:24:53 2019 Page 2 ID:kFvnsnOwY4l9Zh0_nM3Ic6yIJ99-YHS3dy6sgNeKcd9mbmOyhfmd4A1vAZOAP9goFezFeB8 LOAD CASE(S) Standard i) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-54, 3-7=-54, 7.9=-54, 16-19=-20 Concentrated Loads (III) • Vert 3=-137(B) 5=103(B) 7=-137(B) 14=-49(B)15=-389(B)I0=-389(B) 11=-09(B)22=A03(B)24-103(B)26=-103(B)27=-103(B)28=-103(B)29=-103(B) 31=-103(B)33=-103(B)34=-49(B)35=49(B)36=Ag(B)37=A9(B)38=-49(B)39=49(B)40=-49(B) &WARNING- Verydeslgnjummetersand READNOTES ON TMSMIDINCLUDFDWEKREFERENCEPAGEIAI-703rev. 15032015BEFOWUM Design valid for use mlywbh M,7.W connectors. This design Is based a* upon parameters shown, and is form Individual building component, not a truss system. Before use, me building designer mustverity vie applicability of design parameters and prepery Incorporate Nis design into vie mxall bulldingdesgn. SmtingIntllmtedIstopavenlbucHirgofindividualWsswebandrardprdmembersonly. Additbnaltemporery and permanentbacing WGIC is always required for stability and fo prevent collapsewith possible personal injury and pmperly damage. For general guidance regaining vie hbdcation,seams., deliveryry us erection and bracing ofbses and busssystems, see ANSNPll Quality Wods,DSB-89 and SCSI Building Cmi omnf 6904 PaM1a East SW. Safety/nyormation mails ble frem Toss Plate Institute. 21a N. Lee Staet, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Joo Truss Truss Type Oty Ply CARLTON 299 T77089647 M11412 J2 MONO TRUSS 8 1 Job Reference (optiona0 _ Chambers Truss, Inc., Fort Pierce. FL 8.130 s Mar 112018 MTek Industries, Inc. led May 17 09:24:54 2019 Page 1 ID:kFvnsnOwY4I92hO_nM3lc6ylJ9g.OT7RrH7URhiBDnky9UvBEtJwBaWwDKJepaLn4zFeB7 -1-0-D 2-0-0 —i -0-0 2-0-0 scale =1:7.8 3x4 = 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) .0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Verf(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress lncr YES WE 0.00 Horz(CT) -0.00 3 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 6lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=22/Mechanical Max Hom 2=67(LC 12) Max Uplift 3=27(LC 12), 2=-136(LC 12), 4=3(LC 9) Max Grav 3=40(LC 17), 2=141(LC 1), 4=31(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=59ft; L=36111; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)zone;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 psf bottom chord live load nonconcumentwith any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottem chord in 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 271b uplift at joint 3, 136 It, uplift at joint 2 and 31b uplift at joint 4. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6634 6984 Parks East Blvd. Tampa FL 33610 Data; May 17,2019 AWARN/NG-VMfydes/gnpvamerersand BEADNOWSONWISANDINCLUDF MaF REFERENCEPAGEMII.74r3 rev. 16N3ROf5BEPoRE USE Design valid for use odywith MTeiot connectors. Tbls design Is based only upon parameters shown, end is foram IMINdual building component, not ��- a buss system. Before use, the building designermusl vedty the apdicxbilly of designparametels and pmpedy Incorporate cols design into the overall butdogdeslgn. Brodngindicatediet. preventbucningofindddualtmsswebanclorchordMembers only. Additionaltemporaryandpelmanentbradng MiTek' Is always re.ubed 0rstablllty and 0 prevent collapse wi0, possible personal inluryand property damage. F.rgenerelguidance,egardimthe fabdomi storage, delivery erection end binding ofbusses and boss systems, sea ANSVInell Oualhy lftda,DSB-89and BCSI Building Component 6934 Parke East Blvd. Safetylnlormad.n avularyle from Truss Plate Institute, 218 N. Lee Sbest Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type py Piy=CARLTON299T17089648 M11412 J4 MONO TRUSS 8 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri May 17 09:24:542019 Page 1 ID:kFvnsnOwY4192h0 nM3lc6ylJ9g-OT7RrH7URhIBDnkygUVBEtJt6aSFvDKJepaLn4zFeB7 -1-0-0 4-0-0 1-0-0 4.0-0 3.4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Ude0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 4-7 >999 360 TCOL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na nia BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.02 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=87/Mechanical, 2=204/0-8-0, 4=49/Mechanical Max Horz 2=102(LC 12) Max Uplift 3=-77(LC 12), 2=-159(LC 12), 4=7(LC 12) Max Grav 3=91(LC 17), 2=204(LC 1).4=67(LC 3) FORCES. (lb) - Max. Comp./Man. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight 14 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft L=3611; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (i ireclional) and C-C Extedor(2)-1-0-0 to 2-7-3. Intedor(1) 2-7-3 to 3-10-4 zone;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 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 77 lb uplift at joint 3, 1591b uplift at joint 2 and 7 It, uplift at joint 4. Thomas A. Albadi PE No.39300 MTek USA, Inc FL Cad 8634 6904 Parka East Blvd. Tampa FL 33610 Date: May 17,2019 AWABMNG-Vevify a gnparamelersandR NOTESONTMSANDINCLUDEDMITEKBE ENCEPAGEMli.7C3rev. id0120fe BEPoRE USE Design valid for use onlywim MiTeMi con succors. This design Is based only upon parameters stw en, and Is for an individual buddog componenL not �!- ■` a truss system. Before use, Me building designer must wdy Ne applioaNlity of design parameters and properly Incorporate the design Into the overall building des ign.Boxing indicated is to prevent buckling of Ndlwdual buss web anNer Nord members only. Address! temporary and permanent bracing MiTek' Is aAvays required for stability and to prevent collapse with possible personal injury and popedy cartage. For general guidance regarding me fabrication. storage, dcliw% session and trades of busses and buss systems, see ANS/RPI1 Quality Oriental, DSB-89 and BCSI Building Componerd 6904 Parka East Blvd. Saferylaformaflon available from Toss Plate Institute, 218 N. Lea Street Suite 312, Alexantlda, VA22314. Tampa, FL 36610 Job Truss Truss Type ply Ply]CARLTON�299 T17089649 M11412 J6 MONO TRUSS 8 Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 5 Mar 112018 MITek Industries, Inc. Fit May 17 09:24:55 2019 Page 1 ID:kFvnsn0wY419Zh0_nM3lc6ylJ9g-UgZg2d86C?I2rxJBiBORn4s2Dzg9egaTSTJvJWzFeB6 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.05 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 rVa Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.11 4-7 >639 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Holz 2=140(LC 12) Max Uplift 3=-129(LC 12), 2=-192(LC 12), 4=-8(LC 12) Max Gm,i 3=148(LC 17), 2=275(LC 1). 4=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight 20 lb FIT =20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59fb L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions]) and C-C Exterior(2)-1-0-0 to 2-7.3, Intedor(1) 2-7-3 to 5.10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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) Referto girder(s) for truss to bliss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129111 uplift at joint 3, 1921b uplift at joint 2 and 8lb uplift at joint 4. Thomas A. Alban! PE Na.39380 MITok USA, Ina•FLCart 6634 690i Parke East BNB Tampa FL.33610 Data: May 17,2019 AwA w-v- yd gnpammef .dR ROMS ON TIOSANDINaUDmaOrEXIE ENCEPAGEIMI.ZV3rev. 1d0Y10f5BEFOREUSE Design valid for use onlywai MlreioDcormedom. This design is based only upon parememrs slum, and is for an Individual Wilding component, not a truss system. Before use, Me hurtling designer must verify the applicability of design parameters and properly incorporate aus design into the overall building design. Bracing indicated is to prevent buckling of lndMdual Wss web andlor chord members only.. Additional temporary and permanent bmcing M!Tek• is always required for stxbiliyand to prevent collapse WM possible personal injury and propeM damage. Forgenerelguidanoeregarongthe fabdcatlon. storage. delivery, erection and boxing of busses and buss systems,see ANSfili Dually Caserta,DSB-a9 and BCSI Building component sells Parke East Blvd. Safetylnformallon available from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. NexwMI , VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Pry 299 T17089650 M11412 JB MONO TRUSS 11 1 �CARLTON Job Reference (opOonal) Chambers Truss, Inc., Fort Pierce, FL Sad 8.130 s Mar 112018 MiTek Industries, Inc. Fri May17 09:24:56 2019 Page 1 ID:kFvnsnOwY4192h0_nM3lc6y1J9g.ys7CGz8kzl7vT5uLGuxgJI09wN64N7pc573SryzFeB5 Scale=1:17.4 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vart(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matra -MP Wind(LL) 0.26 4-7 >368 240 Weight 26 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 act bracing. -REACTIONS. (lb/size) 3=188/Mechar ical, 2=348/0-8-0, 4=99/Mechanical • Max Ho¢ 2=178(LC 12) Max Uplift 3=174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Grant 3=195(LC 17), 2=348(LC 1). 4=141(LC 3) -FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less exrept when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 zone;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 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1741to uplift at joint 3, 226 lb uplift at joint 2 and 13 Ib uplift atjoint 4. Thomas A. Alban! PE No.3936D MTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL.33610 Date: May 17,2019 AwA w-Vwlfydesrgnparame MdREADNOTES ON MSAND/NCLUDFDM REFERENCEPAGEMfI-1413 rev. feDYMfBBEFORE USE Design valid for use onlywim MTekis cormertms. This design is based only upon pammeters shown. and Is (Oran Individual Willing component, pot ��' a buss system. Before use, the building designer must verify the applicability of design parameters and pmpedy incorporate Ns tlasign into to overall buildirgdesign. ending essential istopr ibucklirgofindvduelWsswebandlorchordmembersonly. Additional lemonary and permanent bmdng MiTek• Is ahveys request for stability and to prevent collapse with Possible personal lnjuryand Poperly damage. ForgenemIguldanceregerdingthe fabrication, storage, delivery, erection and bracing of basses and "as systems, see ANSIf ial Quality cereals, DSD-89 and BCSI Building compasses 6904 Parke East Blvd. Sakrylnformaflon instable from Tess Plate Institute, 218 N. Lee Str el, Suite 312. Alexandria, VA 22314. Temps, FL 36610- Job Truss Truss Type City Ply CARLTON 299 • T77089651 M11412 JAB MONO TRUSS 11 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Fd May 17 09:24:56 2019 Page 1 ID:kFvnsnOwY4192h0_nM3106ylJgg-ys7CGz8kz17vT5uLGuxgJI09PN6PN7po573SryzFeB5 -1-0-0 F- 7-10-0 1-0-0 7-10-0 Scale-1:17.2 3x4 = Plate Offsets (X Y)- 12:0-1-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ven(LL) -0A3 4-7 >721 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.28 4-7 >331 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 ma me BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.24 4-7 >392 240 Weight: 261b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -REACTIONS. (Ib/size) 3=184/Mechanical, 2=342/0-8-0, 4=97/Mechanical Max Horz 2=175(LC 12) Max Uplift 3=-170(LC 12), 2=223(LC-12), 4=-13(LC 12) Max Gmv 3=191(LC 17), 2=342(LC 1).4=138(LC 3) -FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. 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) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pSf, BCDL=3.Opsf. h=12ft; B=59ft; L=3611; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3. Intenor(1) 2-7-3 to 7-8-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1701b uplift at joint 3, 223lb uplift at joint 2 and 13 lb uplift at joint 4. Thomas A. All iPE No.39380 MTek USA; InmFL Cea 5634 6904 Parke East Blvd. Tampa FL 33610 Date: May 17,2019 AWARWNG-Verlydeslgn panwefersand REIIDNOTES ON TWSANOINCLUOm MREKREFERENCEPAGEMII-7l73rw. 10,431015BEFORE USE Design valid for use only" MneMommuectors. This design Is based only upon parameters shown, and is for an ImlMdual building component. not ��- a truss system. Before use, We building designer must verify rue applioebiliry of design parameters and property incorporate this design into the werall bddingdesign. BredngindowelIstopreventWidbgOfinclmdualbusswebendlordmrdmembersonly. Additional temporary and permanent leading WOW Is always reyulred for stability and to prevent collapse with possible personal injury and property damage. Forgenen4guidanceregardi the fabdcabod. storage, delivery emo n end bmcing of trusses end Wss systems, see ANSI9F/1 Gustily criteria, DSB-89 and SCSI Building component 6904 Parke East Blvd. Safety/nformarlo r available from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, P. 36610 Job Tmss Type Oty Ply CARLTON 299'T77089652 T11J8SS M11412 MONOTRUSS 2 1 Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri May 17 09:24:57 2019 Page 1 ID:kFvnsnOwV419Zh0_nM3106ylJ9g-02haTJ9Mkc7m4FTXgcS"VxQynWn6V0KnoOOPzFeB4 i -1-SO i 7.2.7 11-3-0 1-SO 7.2.7 40-9 2x3 h 30 = 3x4 = 5 7.2.7 3-105 0-2 LOADING (psQ SPACING- 2.0-0 CSI. DEFL. in (lot) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.05 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Hom(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) -0.04 6-9 >999 240 Weight: 441b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood 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 - REACTIONS. (lb/size) 4=90/Mechanical, 2=462/0-115, 5=406/Mechanical • Max Hom 2=178(LC 8) Max Uplift 4=-102(LC 8), 2=-187(LC 8). 5=-118(LC 8) 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=-866/230 BOT CHORD 2-6=234/833, 5-6=-234/833 WEBS 3-6=0/287, 3-5=-9131257 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 4, 1871b uplift at joint 2 and 118 Ib uplift at joint 5. 6). Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 391b down and 58 lb up at 2-11-0, 39 lb down and 58 lb up at 2-11-0, 8 lb down and 101 Ib up at 5-8-15, 8 Ito down and 101 fib up at 5-8-15, and 421b down and 143 It, up at 8-6-14, and 42 lb down and 143 Ib up at 8-6-14 on top chord, and 47 lb down and 28 Ib up at 2-11-0, 47 fib down and 28 lb up at 2-11-0. 47 lb down at 5-8-15, 47 Ib down at 5-8-15, and 31 lb down and 14 lb up at 8-6-14, and 31 lb down and 14 It, up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.. 7) In the LOAD CASE(S) Section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert 10=80(F=40, B=40) 11=2(F=1, B=-1) 12=-83(F=42, B=-02) 13=14(F=7, B=7) 14=20(F=-10, B=-10) 15=50(F=-25, B=25) Thomas A. Albani PE No.39330 ML[eh USA, Inc. FL Cad 9934 6904 Parke East Blvd. Tampa FL 33610 Date: May 17,2019 AWARMNG-VWfl design Pammefba antl READNOMSONTMSANDINCLUDED M19rEKREFERENCEPAGEMQ-7173rev.1W0 ISBEFOREUSE Design valid for use only v MTeMcomnectos. This design is based only upon parameters shown, and Is for an individual WIINng component, not ��• e buss system. Before use, me b0ding designer must verity, the applicability of design parameters and prepetly mcoryorate mis design into the overall building design Bating mdicated Is to prevent bucMing of adivhi Wss web aMlor chord members only. Additbnal temporary and permanent bracing MiTek- isalwaysrequiredforstabilityandtopreventcollapsewinpossiblepersonalinjuryandpaperydamage. Forgenealguldancare,,iM i fabrication, storage, delivery, erection and baNtg of maser and buss systems, see ANSM11 Ouallly CrNsuis. DSB-69 and BOSl Building Component 6904 Pape East Blvd. Saferylnfcrmaron avallahle from Truss Plate Institute, 218 N. Lee Street Suite 312, Atexandda, VA 2 314. Tampa, FL 36610 Job Truss Truss Type Oty Ply CARLTON 299 ' T17089853 M11412 KJA8 I MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industies, Inc. Fff May 17 09:24:58 2019 10 2 2.83 12 3x4 = 13 14 6 15 2x3 II 3x4 = Scale=1:19.9 3x4 = 6-10.0 423 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.06 6-9 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.08 6.9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.34 Hoa(CT) 0.01 5 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 43 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood 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 REACTIONS. (lb/size) 4=106/Mechanical, 2=447/0-11-5, 5=385/Mechanical Max Horz 2=175(LC 8) Max Uplift 4=107(LC 8). 2=-321(LC 8). 5=-202(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-846/526 BOT CHORD 2-6=520/815, 5-6=-520/815 WEBS 3-6=0/268, 3-5=-884/565 NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=1211; B=5911; L=36ft; save=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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-" tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 321 Ito uplift at joint 2 and 202111 uplift at joint 5. 6) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 58 lb up at 2-11-0, 39 lb down and 58 Ito up at 2-11-0, 8 lb down and 101 lb up at 5-8-15, 8 lb down and 101 lb up at 5-8-15, and 42 lb down and 143 lb up at 8.6-14, and 42 It, down and 143 lb up at 8-6-14 on top chord, and 31 lb up at 2-11-0, 31 lb up at 2-11-0, 10 It, down and 30 lb up at 5-8-15, 10 Ill down and 30 Ib up at 5-8-15, and 31 Ib down and 14 Ib up at 84i-14, and 31 (b down and 14 lb up at B-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert 1-4=-54, 54=20 Concentrated Loads (Ib) Vert: 10=80(F=40, B=40) 11=-2(F=-1, B=-1) 12=-83(F=-42, B=42) 13=14(F=7, B=7) 14=20(F=10, B=-10) 15=-50(F=-25, B=25) Thomas A. Albani PE No.39360 MiTak USA, Inc FL C4rt 6604 691114 Parka East Blvd. Tampa FL 33610 Date: May 17,2019 A wARABNG- Vadrydeelgnpammafers and FEAD NOTES ON THISANOIMMUDFDWTEKREFFRENCEPAGEMB-7473rov. 10312015BEFOREUSE -7 Design velld for use only with MT¢k® connectors. This design Is based arty upon rommele s shmm, and is for an IndiAdual bulldog component, pot ��• a Was system. Before use, the building designer must verify the applicability of design parameters and pmpedy Incorporate Ws design Into be ov aril buildingdesign. BindngIndicatedistopreventbucuigafIndWdualbasswebendforclardmembersonly. Addilianaltemporary and pmmanerdbracing MiTek' Is always required for mobility and to prevent collapse wllh possible personal injury and pmperty damage. For general guidance regarding the fabrication, storage, delivery, eredpn and bracing, of busses and truss systems, see ANSMif Qualify Cdhda, OSB-89 and SCSI Building Component 6904 Padre Fast Blvd. Saferylarmmefion available from Truss Plate begone, 218 K Lee Street Suite 312. Assemble, VA 22314. Tsmpa,FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14- j' Center plate on joint unless x, y 4 offsets are Indicated. -8 6A dimensions shown In ft-In-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal orX-bracing, is always required. See SCSI. TOP CHORDS r c1-2 c2-3 2. Truss bracing must he designed by an engineer. For O'yifi 4 wide truss spacing, individual lateral braces themselves WEBS c as may require bracing, or alternative Tor I bracing should be considered. 0 Of I e O O 3. Never exceed the design loading shown and never y�° U stack materials on inadequately braced trusses. a OF p 4. Provide copies of this truss design to the building tar F- For 4 x 2 Orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDS plates 0- Vie' from outside all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by AN51/rPl 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably y protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPI 1. `Plate location details available in MiTek 20120 NUMBERSILETTERS. 8. Unless otherwise noted, moisture content lumber software or upon request. shall not exceed 19 % at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant. preservative treated, or green lumber. ]CC -ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured'perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or punins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but 4e�� © 2012 MiTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards- W1 ANSI/rP11: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, M.IT\/ 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/rPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses.; MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015