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HomeMy WebLinkAboutTRUSS PAPPERWORKTHE ROYALE 6904 Parke East Blvd. Tampa, Fl- 33610.4115 Site Information: Customer: WYNNE BUILDING CORPORATION Project Name: M11324 Lot/Block: Model: Address: UNKNOWN Subdivision: City: ST LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 ' 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 27 individual, dated 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. Seal# Truss Name Date 1 T17929435 a 8/22/2019 21 T17929455 jc 8/22/2019 2 T17929436 al 8/22/2019 22 T17929456 kj5 8/22/2019 3 T17929437 a2 8/22/2019 23 T17929457 kj8 8/22/2019 4 T17929438 a3 8/22/2019 24 T17929458 kja 8/22/2019 5 T17929439 a4 8/22/2019 25 T17929459 kjb 8/22/2019 6 T17929440 a6 8/22/2019 26 T17929460 mv2 8/22/2019 7 T17929441 b 8/22/2019 27 T17929461 mv4 8/22/2019 8 T17929442 bh7 8/22/2019 9 T17929443 gm 8/22/2019 10 T17929444 grb 8/22/2019 11 12 T17929445 T1792944 grc jl 8/22/2019 8/22/2019 �� ®®® ��, ��� 13 T17929447 j2 8/22/2019 �' �[U 14 T17929448 j3 8/22/2019 E1 � 15 T17929449 j4 8/22/2019 OCT 0 4 2019 16 T17929450 j5 8/22/2019 17 T17929451 j6 8/22/2019 ST. Lu_eie_County, Permitti 18 T17929452 j8 8/22/2019 FitVt ® FOR 19 T1792945 ja 8/22/2019 20 T17929454 jb 8/22!2019 CODE COMPLIANCE ST. LUCIE COUNTY 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: Finn, Walter 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 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 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 ANSVTPI 1, Chapter 2. 1 t i 1of l- .re ,,btu 11111Ep�. 1D5R,P f No 22839 STATE OF --", � ONA„r-!%%`- Water P. Finn PE No.22839 ?kTek USA, Ind. H. Cert 6634 6904 Parke Fast Blvd. Tampa R. 33610 August 22, 2019 Finn, Walter Truss Truss Type , Ory Ply THE ROYALE T17929435 rolb 1324 A COMMON 10 1 Job Reference (optional) Chambers Thus, Inc., Fan Fierce, FL 8.13U s Mar 11 2018 MjTek [ MMIneS. Inc. I nu Aug ee uGou:la zute v Scale = 1:59.3 4.00 12 4.5 = 6 17 '- 15 `" `" 14 '" 12 4x5 = 2.3 II 5x6 WB= 3x6 = 2x3 II US = 3x8= Sx6 WB= LOADING (psf) 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/TPI2014 CSI. TC 0.59 BC 0.68 WE 0.63 Matnx-MS DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.33 14-15 >999 360 -0.64 14-15 >652 240 0.13 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 169 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or&1-13 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Holz 2=-223(LC 8) Max Uplift 2=-775(LC 10), 10=-775(LC 10) FORCES. (lb) - Matt CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3404/2226, 3-5=-2807/1885, 56=-2801/1990, 6-7— 2801/1990, 7-9= 2807/1885, 9-10=-3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=-1946/3218, 14-15=-111612053, 12-14=-194613188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14=-252/246, 9-14=-702/541, 6-15=-598/1035,5-15=-253/246, 3-15=-701/541 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=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Intenor(1) 3-9-10 to 12-86, Extedor(2) 12-86 to 17-6-0, Interior(1) 22-1-0 to 31-26 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 176-0 tram left end, supported at two points, 5-0-0 apart. 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 36-0 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 775 lb uplift at joint 2 and 775111 uplift at joint 10, Wafter P. Finn PE No.22639 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: August 22,2019 Q IxARNWG-Vadrydealenpammatara and READNOTES ON MXMDWCLUDEDMREKREFERANCEPAGEM674T4mx. 14TY20ISBEF0RE USE Design volid for use only with MBek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, Me Wrong designer must verity the appllcaUty of design parameters and properly Incorporate this design Into the overall I' building design. Bracing lndicoted Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- prevent always required for stability and to prevent. collapse with possible personal lJury and property damage. For general guidance regarding the fobricatlon, storage, delivery. erection and bracing of busses and muss systems, seeAN3BIPr1 Quality Criteria, D8149 antl BCSI Ns9dhp Component 69N Parka East Blvd. LIs Safety Informalkinam oble from Truss Plate Irulltute. 218 N. Lee Street Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T77929436 M11324 Al SPECIAL 9 1 Job Reference (opt ona0 Chambers Truss, Inc., FOR Plerca, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:14 2019 4.00 FIT Bat MT18HS = Scale=1:60.3 J;: d 14 13 3.5 = 2z3 II Sx12 = 302 2.00 12 Plate Offsets (X Y)-- r2:0-1-2 Edge) [8:0-3-0 Edge] [10:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MS Weight: 1591b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0.10=1349/0-8-0 Max Harz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=-025(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1How at midpt 6-12 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868, 9-10=-5702A143 BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431 WEBS 3-14=0/265,3-13=-813/590, 5-13=-269/317, 6-13=-317/567, 6-12=-2362/3388, 7-12=-298/368, 9-12=-405/352 NOTES- 1) Unbalanced mof 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=12tt; B=45h; L=50D; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-4-0-0to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Extedor(2) 12-8-6 to 17-6-0, Interior(1) 22-3-10 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 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 8251la uplift at joint 2 and 825 lb uplift at joint 10. Walter P. Finn PE No.22839 MTek USA, Inc. FL Carl 6634 HIM Parke East Blvd. Tampa FL 33610 Date: August 22,2019 Q WARNING-VeNTydesign Parameterswd READ NOTES ON TN/SMDMCLUDMUM KREFERANCEPAGEMX74nmre 10,03cr01SBEFORE USE Design valid for use only with MReW connectors. This design Is based only upon parameters shown. and Is for an Indivlduol building component not a truss system. Before use, me building designer must verly the applicabaity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buciding of Individual Muse web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stoically and to prevent collapse with possible personal Idury and property damage. For general guldonce regarding the fabrication, storage, delNery, erection and brocing of trusses and Muse systems. saeANSVTP11 Qua16y Criteria. DS549 and BCSt Balding Component Safety Infolmatlareavallable from Truss Plate Institute, 218 N. We Street Suite 312 Alexandria VA 22314. 69M Pare East Blvd. Tampa, FL 33610 Job Truss Truss Type Illy Ply THE ROYALE T17929437 M11324 A2 SPECIAL 1 1 Job Reference o tional enamoers I runs, Inc., ran rrerue, rL a.Tausmar TT ZU1d Mllexumausmes,mc. rnu nuy cc w:aa:�a m,e 4 4.00 12 Sx6 = 4x4 = 5 6 15 2x3 II 5x6 3x12 3x5 = Boo 12 Scale =1:62.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 PlateGrip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017/TPI2014 CS'. TC 0.70 BC 0.98 WB 0.75 Matrix -MS DEFL. in (roc) I/defl Ud Vert(LL) 0.75 12 >559 360 Vert(CT)-1.0212-21 >412 240 Horz(CT) 0.37 10 n/a n/a PLATES MT20 MT18HS Weight: 1601b GRIP 2441190 2441190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 act bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 7-13 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Hom 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/2113, 3-5=2515/1641, 5-6= 2524/1699, 6-7=-2672/1734, 7-9=-5246/3199, 9-10=-5687/3567 - BOTCHORD 2-15=4849/3111, 14-15=-1849/3111, 13-14=-1217/2314, 12-13=-2804/5025, 10-12=-3257/6414 WEBS 3-15=0/300, 3-14=-954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678, 7-12=-1082/1957, 9-12=-479/463 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=45R; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-M 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 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 at joint(s) 10 considers parallel to grain value using ANSVIFPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 8251la uplift at joint 10. Walter P. Finn PE No.22839 Mi rek USA, Inc. FL Can 68U 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 O WARNPIG-VerHydesl9npammetereend READ NOTES ON TN6ANDINCLUDEDMITEKREFERANCEPAGEMIN4TJrev. 1003t GISBEFOREUSE Design valid for use oNy with MBel& connectors. This design is based any upon parameters shown. and Is for on Individual building component, not a truss soars. Before use. Me buiding designer must verity Me epplicobllity of design commuters and properly Incorporate MB design Into the overall bulldin9 design. Bracing Indicated a to bucWing of Individual muss web and/or chord members only., Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse wlM possble personal Injury and property damage. For general guidance regarding the fabricatiom storage, delivery, erectlon and bracing of trusses and muss systems, seeANSim II Quality. CiRoda, DS549 and BCSI Building Component 312. 69N Parke East Blvd.Salely Tampa, FL 33610 lnformolbrxrvaacbie from Trim Plate Institute, 218 N. Lee Sheet, Suite Nexandrla. VA 22314. Job Truss was Type Oty Ply THE ROYALE T77929438 M11324 A3 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Yon Pierce, FL 8.130 s Mar 11 2018 MiTek Inc. Thu Auq 22 07:50:16 2019 5x6 = 4.00 F12 4x6 = Scale = 1:61.3 13 3x5 = 2x3 II SA — 3xl2 = 2.00 12 I --11-351-0-0080 3 12]4PO I 212 Plate Offsets KY)— 12:0-1-2 Edgel [B:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 VerhCT) -0.9810-19 >427 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1581b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SO No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Hont 2=-181(LC 8) Max Uplift 2=-825(LC 10). 8_ 825(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 3286/2122, 3-4=-2556/1711, 4-5=.-3161/2095, 55=-3304/2150, 6-7— 5214/3232, 7-8=-5695/3643 BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293, 3-12=-854/595,4-11=A80/959,5-11=-360l724, 6-11=-2280/1355, 6-10= 1118/1934,7-10=530/515 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=4.2pst BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 to 36-0-0 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 chard 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 at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 Ito uplift at joint 8. Waltei Finn PE No22839 MiTek USA, Inc. FL Cert6634 6981 Parke East Blvd. Tampa FL 33610 Data: August 22,2019 Q WARNING -VedrychregnParemeteraend READNOTES ON 7N/SANDWCLUDEDMIFEKREFERANCEPAGEMI474TJnv. ION320159EFORE USE. Design valid forum only with MRek6connectors. this design Is based only upon parametersshown, and IS for on IndMtluol building component, not a tnlixsystem. Before use, Me building designer must verity Me applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of individual Muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication. storage, delivery erection and bracing of trusses and muss systems, saeANS171PII Quality Canada. OSB49 and BCSI Buldi Component 6904 Palle East Bind. Safety Infammlbrnval able from Tess Plate Institute, 218 N. Lee Street Suite 312; Alexandria, VA 22314. Tampa, FL W610 Job Truss Truss Type Cry Ply YALE T17929439 M11324 A4 SPECIAL 1 7JbEReference a lariat Chambers Truss, Inc., Von rlerce, VL I .1.1nn 6.e-8 6.13U s mar 11 2U16 Mi I eK Inauslnes, Inc. m mu: r au ro Scale =1:61.3 Sx6 = 4.00 F12 4 3x4 = eke =2X3 it 5 6 7 14 13 3x4 = 3x6 = 3x4 = 5x6 = 2,0012 3x12 LOADING (psf) TOLL 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 0.67 BC 0.96 WB 0.77 Matdx-MS DEFL. Ved(LL) Vert(CT) Hom(CT) in floc) Vdefl Ud 0.73 11-12 >572 360 -0.9811-20 >429 240 0.36 9 na na PLATES MT20 MT18HS Weight: 160 lb GRIP 244/190 244/190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ilasize) 2=1349/0-8-0,9=1349/0-8-0 Max Horz 2=157(LC 9), Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib).or less except when shown. TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5=-2645/1853, 5.6=-3425/2347, 6-7=-5165/3301, 7-8=-5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-148B/2537, 12-13=-2065/3480, 11-12=-2440/4196, 9-11=-3399/5431 WEBS 3-14=-429/415, 4-14=-32315B4, 4-13=-142/386, 5-13=-1125/697, 5-12=-141/467, 6-12=-861/437, 6-11 =-1 145/2016, 8-11=-542/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2pst BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=C.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10. Interior(1) 3-9-10 to 31-2-6. Exledor(2) 31-2-6 to 36-M 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 nonconcunent with any other live loads. 6) • 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-" wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 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 825lb uplift at joint 2 and 825 lb uplift at joint 9. Wafter P. Finn PE No.22839 MTek USA, Inc. FL Can 663E 6904 Parke East Blvd. Tampa FL 3381D Date: August 22,2019 Q WARNNG- Verlrydesignpsarmefersend READNOIES ON TN/SAND INCLUDED MmEKREFERANCEPAGEMI,74mms, IG=015 BEFORE USE. Design valid for use only with MpedS connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, Me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Gracing Indicated is to prevent buckling of Individual hues web and/or chord members ony.. Additional temporary and permanent bracing M!Tek' 6 always required for stabllly and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and buss systems, WCANSVIPII Quality Cdfeda, DSB49 card SCSI Building Component 6904 Parke East BNtl. Safety Udermartbmvarabie from Truss Rafe Institute. 218 N. Lee Sheet. Suite 312 Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss I Oty Ply THE ROYALS T77929440 M11324 A6 HIP 1 7 Jab Reference (Optional) Charm Trace's, Inc., Yon rlerce, tL + ,14 0 6.7-15 , 5x8 = 2x3 11 4.00 12 8.13U s Mar 11 ZU1 B M11 eK mauslnes, mc. 2x3 II 5x8 = ze ur AU:la Z.1tl Scale =1:60.3 m m 4x5 = 3x4 = 4x6 = 3x4 = 3x4 = 4z8 = 3x4 = 4x5 = 10.0.0 132 -0 21-40 25-0.0 35-0.0 _ M1M1n F— 22n In.. Plate Offsets (X Y)— [2:0-1-14 Edge] [4:0-5-4 0-2-8] [7:0-5-4 0-2-8] [9:0-1-14 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(CT) -0.78 13 >328 240 BCLL 0.0 ' Rep Stress Incr YES INS 0.31 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 153 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0 Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10) Max Grav 2=1118(LC 1). 14=454(LC 19), 9=1206(LC 20) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2600/2341, 3-4=-2215/1960, 4-5=-2527/2290, 5.6=-2527/2290, 6-7=-2527/2290, 7-8=-2531/2224, 8-9=-2880/2572 BOT CHORD 2-16=-2074/2444, 14-1fi=-1569/2065, 13-14_ 1968/2527, 11-13=-1833/2382, 9-11=-2290/2707 WEBS 3-16=-495/599,4-16=-206/347,4-14=-541/820, 5-14--526/591, 6-13=-2341311, 7-13=-182/282,7-11=-355/492, 8-11=444/551 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=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Extenor(2) 18-2-9 to 25-M 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) 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-e-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 692 lb uplift at joint 2, 219 lb uplift at joint 14 and 739 lb uplift at joint 9. Walter P. Finn PE No.22839 MTek USA Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Data: August 22,2019 ,&WARNING-Vedydesl9nparemefchsWd READ NOTES ON THIS ANDINCLUDWMn KNEFENANCEPAOEMI474nMK 10,1AY1015 BEFORE USE Design valid for use only with MTek$ connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��- a these system. Before use, fie building designer must verity me applicability of design parameters and properly hcorporate this design Into the overall building design. Bracing Indicated is to bucNing of htlNldual muss web and/or chord members only. Additional temporary and permanent bracing MtTek' prevent B always required for stability and to prevent. collapse with possible Penal Injury and property damage. For general guidance regarding me fabrication, storage. delivery, erection and bracing of trusses and trues swteQualitys, seeAN5UTPIIQuality CMMDSB-89 antl BC81 Building Component 6904 Perko Ease, l BNE. Tampa, FL East Safety mformatlonavailable from Truss Rate Institute. 218 N. Lee Street Suite 312 Nexandrlo, VA 22314. 9 Job Truss Truss Type Ory Ply THE ROYALE T17929441 M11324 B COMMON 3 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x4 = 6.130 a Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:19 2019 ID:_k6GCA6bx7j2Syl HDXFw7ye31(X-ul 4v4AvPOS23rON9vG7pGZZKnioW _5ymJchv 4x6 = y 11 Seale: 1/2' 1' 3x4 = IIt9 ld Plate Offsets (X Y)-- 12:0-2-10 Edge? f4:0-2-10,Edgel _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 ' Rep Stress their YES WB 0.12 Horz(CT) 0.01 4 We Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 471b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4'SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=510/0-8-0, 2=568/0-8-0 Max Horz 2=93(LC 9) 'Max Uplift 4=-292(LC 10). 2— 377(LC 10) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-967/954, 3-4=-966/952 BOT CHORD 2-5=-785/883, 4-5= 785/883 WEBS 3-5=-84/315 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purins. BOT CHORD Rigid ceiling directly applied or 7-7-1 0o bracing. 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--4.2pst BCDL=3.Opsf; h=12ft; B=45ft; L=50ff, eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2921b uplift at joint 4 and 3771b uplift at joint 2. WatterP. Finn PE No.22839 MiTek USA, Inc. FL Cert ISM 6904 Parke East ENd.Tampa FL 33616 Data: August 22,2019 O WARNING•Vedrydeslgmparamelere.d READ NOTES ON THIS AND INCLUDEDMITEKREMANCEPAGEMaZPa ev. lGriY101SBEFOREUSE. Design valid for use only with Mnek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, Me building designer must verity me opplicobllty of design parameters and properly Incorporate this design Into the overall building dedgn. Bracing Indicated b to prevent bucking of IndlVdu01 tmslweb and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication. storage, delivery, erection and bracing of trusses and truss system% seeANSLITRI Quality Criteria. DSB-89 and BCSI Balding Component 69N Parke East Blvd. Safety mformabonr,allobie from Mass Plate Institute, 218 N. We Shoat, Suite 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type my Ply THE R�YAL T77929442 M11324 BH7 BOSTON HIP 1 1 Job Re Chambers Thus, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Induslnes, Inc. nu Hug ez uroureu 2u 1 u ragu 1 tvt HDXFw7ve3KX-MDelwW w1 BmAwTYyLT_W 2o96PO653jSbvVGOTnByIMNn 15-6-0 13�0 14-0A 1]-6-0 19-6-0 21 2.00 d-61 2-0-0 2-00 1 4.00 Fl2 5x6 = 12 14 16 35 -, 33 32 -- 3u 3x5 = 4x6 = 3xe = 3x4 = 4.6 = Scale = 1:62.6 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.56 Ven(CT) -0.67 32-33 >628 240 BCLL 0.0 ' Rep Stress Incr YES INS0.48 Hoa(CT) 0.14 28 n/a n/a BCDL 10.0 Cade FBC2017/rP12014. Matrix -MS Weight: 2081b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-8-e oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11, 18. 15.7, 23 REACTIONS. (Ib/size) 2=134910-8-0, 28=1349/0-8-0 Max Horz 2=-223(LC B) Max Uplift 2=-825(LC 10), 28=-825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-3392/2640, 3-4=-1213/956, 4-8=-1157/946, 8-9= 1145/979, 9-12=-1122/1028, 12-14=-1125/1090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979, 22-26=-1157/946,26-27=1214/956,27-28=-3393/2641,3-5=-2373/2046, 5-7=-2376/2050, 7-10=2376/2050, 10-11=-2376/2050,11-13=-2376/2050,13-15=-2376/2050, 15-17=-2376/2050,17-18=-2376/2650,18-20=-2368/2046,20-23=-2368/2046, 23-25=-2368/2046, 25-27=-2364/2041 BOT CHORD 235=-2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=-2361/3167, 28-30=-2358/3191 WEBS 335=0/284, 27-30=01285, 3-33=317/378, 18-33=466/474, 27-32=-312/353, 14-15=-405/437 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.Opsh h=12ff; B=45f ; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-8-9, Exterior(2) 10-8-9 to 17-6-0, Interior(1) 243-7 to 31-2-6 zone;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) All plates are 2x3 MT20 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 20.0psf 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 8251b uplift at joint 2 and 8251b uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn PE No,22639 MITek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 3361a Data., August 22,2019 Job Truss Truss Type Oty PlyTTHERO--YA�L—ET17929443 M11324 GRA SPECIAL 1 efere Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek me. I nu Huq ze urau:z4 au i e 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 2.3] 12 4x4 = 4x10 19 4 20 4x4 = 21 5 22 64x10 2x3 11 3x4 = 3x4 = 2x3 11 3x4 = Scale = 1:26.6 SPACING- 2-" CS]. DEFL. in (loc) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 Rep Stress Incr NO WE 0.06 Horz(CT) 0.03 7 Na n/a Code FBC2017ITP12014 Matrix -MS Weight: 581b FT=O% SPACING - TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc pur ins. BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. REACTIONS. (Ib/size) 2=770/0-8-0, 7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=523(LC 8), 7=-523(LC 8) Max Grav 2=787(LC 17), 7=787(LC 18) FORCES. (lb) - Max- Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1798/1192, 3-4=-1761/1197, 4-5=-1724/1169, 5-6.=-1761/1190, 6-7— 1798/1137 BOT CHORD 2-12=-1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10=-1024/1692; 7-9=-1028/1685 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=4.2pst BCDL=3.Opsf; h=124; B=45ft; L=50ft; eave=68; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has beendesigned 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 523 lb uplift at joint 2 and 6231b uplift at joint 7, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 631b down and 114 Ito up at 4-1-8, 85lb down and 124 Ib up at 5-0-0, 113lb down and 146 lb up at 5-7-3, 60lb down and 129 Ib up at 5-11-0, 60 Ito down and 129 It, up at 7.11-0. 113 lb down and 146 Ib up at 8-2-13, and 851b down and 124 lb up at 8-10-0, and 63 lb down and 139 Ito up at 9-8-8 on top chord, and 6lb down and 7 lb up at 4-1-8, 18 Ib down and 151b up at 5-0-0, 33 lb down at 5-7-3, 39 lb down at 5-11-0 ,39 lb down at 7-11-0, 33 Ib down at 8-2-13, and 18 lb down and 151b up at 8-10-0, and 6 Ib down and 7 Ib up at 9-8-8 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: 1-3=-54, 341=-54, 4-5=-54r 5-6=-54, 6-8=-54, 13-16--20 Concentrated Loads (lb) Vert: 3=7(B) 4=64(B) 5=-64(B) 6=7(B) 12=-6(8) 11=-35(B) 10=-35(B) 9=-6(B) 19=-28(B) 20=-60(B) 21=60(B) 22=-28(B) 23=-18(B)24=-18(B) WaterP. Finn PE No.22839 MiTek USA, Inc. FL Cad SSM 6914 Parke East Blvd. Tampa FL 33810 Data: August 22,2019 ,&WARNING-Vercrdeslgn parameters and RISID NOTESON TH/SAND INCLUDED MITEKREFERANCEPAGEMtr74mrev- 10=2015 BEFORE USE Design valid for use only with MIToM connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not �� a buss system. Before use, the building designer must verity the applaabalty of design parameters and properly Incorporate this design into me overall bulldingdeslgn.&adngIndicated IstobucklingoflndMdudUusweb and/or chord members only. temporary and permanent bracing M!Tek* prevent ,Additional a always required for stability and to prevent collolose with possible personol injury and property damage. For general guidance regarding me 690,1 Parke East Blvd. fabrication, storage. delivery, erection and bracing of trusses and truss systems seeANS91P11 Quality Criteria, DSB419 and 801 Building Component Salfety Informotbinvollable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandrlm VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply THE ROYALE T17929444 M11324 GRB SPECIAL �Qty 1 1 Job Reference (optional) chambers I runs, Inc., ran rlerce, rL U.T3u a Mar 11 2u1 B MI I eK Inc. nu mug zz urpu:za zu ro 4.00 12 2x3 11 4 8 = 3x4'= axis = 3 25 26 4 27 28 29 5 630 31 2- 'I e91 d V 18 36 37 17 38 16 39 1 2x3 II Sx=4041 3x4 = 3x4 = 3x6 = Scale = 1:62.4 4x4 = 2x3 4x4 = 9 32 733 34 35 8 011t 1 d 42 14 4313 12 3x4 =axe = 3x4 = 3x4 = 54}0 10.&0 156-0 21-60 28-1-0 35-0-0 a-n-n F a.v.n Plate Offsets (X Y)-- (3:0-5-4 0-2-01 LOADING (pat) SPACING- 2-" CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DO[- 1.25 BC 0.38 Vert(CT) -0.14 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 10 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 146 He FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 on pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied of 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (lb) - Max Hom 2=96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10_ 314(LC 8) Max Gmv All reactions 250 lb or less atjoint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1773/1106, 3-4=-1406/944, 4-0=-304/595, 6-7=-304/595, 7-8=-304/595, 8-9=-702/344, 9-10=-719/323 BOT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=-843/1406,14-15=-595/429, 12-14=-158/622, 10-12=-196/636 WEBS 3-18=0/331, 3-17=-297/158, 4-17=0/362, 4-16=-207FJ1313, 6-15=-505/480, 7-14=-431/408,8-14=-1063/625, 8-12=-115/265 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=45ft; L=50ft; eave=6ft; 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) 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 536 lb uplift at joint 2, 846 Ib uplift at joint 15, 555 lb uplift at joint 14 and 314 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 341 lb up at 5-0-0, 100 It, down and 129 Ib up at 7-0-12, 100 He down and 129 lb up at 9-0-12, 100 lb down and 129 He up at 11-0-12, 100 lb down and 129 Ito up at 13-0-12, 100 Ito down and 129 Ito up at 15-0-12, 100 It, down and 129 Ito up at 17-0-12, and 100 lb down and 129 lb up at 19-0-12, and 100 lb down and 129 He up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39 lb down at 7-0-12, 39 He down at 9-0-12, 39 lb down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 Ib down at 17-0-12, and 39 lb down at 19-0-12, and 39 lb down at 21-1-4 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 Wafter P. Finn PE No.22839 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Data: August 22,2019 Q WARNING- Verhydesign parameters and READ NOTES ON TN/SAND INCLUDED MNEKREFER41INCEPAGEMR7473 rev. fdAY1015 BEFORE USE Design valid for use only with MrtekO connectors. This design Is based only upon parameters shown. and Is for an Individual bundling component, not a tens system. Before use, the building designer must verity the appllcoblity of design parameters and property Incorporate this tleslgn Into the overall bu0dingdesign. Bracing Indicated IS to prevent buckling ofhdNlduoltrusepiand/or chord members only. Addi onaltemporaryondpennanentbrocing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems. weANSVMII Cu CdfeM, D3549 and SCSI building Component MiTek' 6904 Palle East Blvd. Tampa, FL EastO Safety Inbmsatbrmollabie from Truss Plate Institute, 218 N. We Streat. Suite 312 Alexandria, VA 22314. Job Truss Truss Type Dry Ply THE ROYALE , T17929444 M11324 GRB SPECIAL 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:5U:23 201 B Page 2 ID _k$GCA6bx7j2Sy1 HDXFw7ye3KX-moKRZXyvThYVK7hw86410nk7AJAgwoTLEEf/NW yIMNk LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-11=-54, 19-22= 20 Concentrated Loads (Ib) Vert: 3=-160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39>13(F) 40=-13(F) 41=-13(F) 42=-13(F) 43=-13(F) Q WARNMG-Venryds190Peremeta..d READ NOTES ON 7NISANOWCLUBEOMREKR£FERANCEPAGEW74>9mv- 10D,T015BEFORE USE Design valltl for use only with MRek®cannectors.lNs design Is basetl only upon parameters shown, antl b tar an IntlNitlual bulltling component, not a truss system. Before use, the buIl010g tleslgner must vetlty the oppllcpblllty of tleslgn parameters antl properly Incorpamte this tleslgn Into the overall builtling tleslgn.6radng hdlcpted is to prevent buckling of lntliWtluOl fnmweb antl/or chortl members only.. AtldltlonOl temporary antl permanent bracing is always requlretl for stablllry antl to prevent collapse vAth possible personal Injury antl property tlamaga. For general guitlpnce regartling the MiTek' fabrkaflon, storage, delNery, erection antl bracing of fiusses antl truss systems. seeAN$UIPII paplURryy CrB�Ao, DSII-09 an0 BRI $u$tlbB GmpoMnt 6904 Parke East BNtl. Sabty Intolmntbrrav".bl. hom Truss Plot. InslHute, 21B N. Lea Sheet, Butte 312. Al.xantltla VA 2237d, - Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T77929445 M11324 GRC HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:24 2019 Page 1 5xB MT18HS = 4.00 rl2 2x3 II 3x6 = 3.6 = 2.3 11 3 23 24 25 426 27 285 6 729 30 31 32 5x6 MT1814S = Scale=1:60.3 3x5 = 2.3 II 3x6 = 6x10 = 6x10 = 3x6 = as II 3x5 = 8.0-0 138.0 21-4.0 I 27-0.0 I 35-0-0 6.0.0 5-30 7-6-0 5-8-0 30-0 Plate Offsets (X Y)— (3'0-5-40-2-81 f8:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.22 11-22 >999 360 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Hoa(CT) 0.05 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 157 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-14,7-13: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-9-3 on bracing. WEBS 1Row at midpt 3-14,5-14 REACTIONS. (lb/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0.8-0 Max Hors 2_ 109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=-764(LC 8) Max Grav 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18) FORCES. jib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-377/225, 3-4— 1093/1954, 4-5=-1093/1954, 5-7= 1943/1220, 7-8=-1943/1220, 8-9=-2776/1671 BOT CHORD 2-16=-154/317, 14-16— 160/350, 11-13=1475/2624, 9-11— 1464/2591 WEBS 3-16=-200/679,3-14=-2514/1528,4-14=-641/586,5-14=-2674/1707,5-13=-1124/2080, 7-13=-592/548, 8-13=-760/483, 8-11=-201/684 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.Opst h=12tt; B=45ff; L=50ft; eave=6ft; 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 ponding. I 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 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 299lb uplift at joint 2, 213311a uplift at joint 14 and 764 Ito uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support: concentrated load(s) 182lb down and 312 lb up at e-0-0, 107 lb down and 173 lb up at 10-0-12, 107 lb down and 173 lb up at 12-0-12, 107 lb down and 173 It, up at 14-0-12, 107 Ib down and 173 lb up at 16-0-12, 107 lb down and 173 lb up at 16-11-4, 107 lb down and 173 lb up at 18-11-4, 107 lb down and 173 lb up at 20-11-4, 107 It, down and 173 lb up at 22-11-4, and 107 to down and 173 lb up at 24-11-4, and 182 Ib down and 312 lb up at 27-M on top chord, and 411 lb down and 242 lb up at 8-0-0, 79 lb down and 1 lb up at 10-0-12, 79 Ito down and 1 lb up at 92-0-12, 79 lb down and 1 It, up at 14-0-12, 79 lb down and 1 It, up at 16-0-12, 79 lb down and 1 Ito up at 16-11-4, 79 lb down and 1 Ib up at 18-11-4. 79 lb down and 1 Ib up at 20-11-4, 79 lb down and 1 lb up at 22-11-4, and 79 lb down and 1 Ito up at 24-11-4, and 411 lb down and 242Ib up at 26-11-4 on bottom chord. The designtselection 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 IF) or back (B). LOAD CASE(S) Standard WaftuP. Finn PE No.23839 MiTek USA Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 Q WARNNG.V dryd.d9h,, erametereamIREADNOTES ONTNLSANDNCLUDEDMfrEKREFERANCEPAGEM74ndr .. 1110934a)15BEFOREUSE Design valid for use only with WOO connector. Th6 design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wrong design, Bracing Indicated Is to buciding of Individual truss web and/or chord members only. Addl6onal temporary and pernonent bracing MiTek' prevent Is always required for stabalty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricallm storage, delivery, erection and bracing of theses and truss systems, 5eeANSUTP11 Cuaify CdMdo, DSB49 and IC81 taldbp Component Tampa, FL 33610 Safety INonnoBonavollable from Truss plate Insfi Ve, 218 N. Lee Street, suite 312. Alexandria VA 22314. Jab Truss Truss Type Oy Ply THE ROVALE T17929445 M11324 GRC HIP 1 1 Job Reference o tianal cnamoers Truss. inc., ran Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:24 2019 Page 2 ID:_k8GCA6bx7j2Sy1 HDXFw7ye3KK-F7tpmtzXE7gLy9G6igb z7H57jOIfBgVTUOgwyylMNj LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 3-8=-54, 8-10=-54, 17-20=-20 Concentrated Loads (lb) Vert: 3=-126(B)6=-107(B)8=126(B) 15=-50(8) 16=-411(8)11=-411(8) 12=-50(8) 23— 107(B) 25= 107(B)26=-107(B)27= 107(B)28=-107(B)29=-107(B) 30=-107(B)32=-107(B)33=-50(8) 34=-50(B) 35=-50(B)36=-50(B) 37=-50(B) 38=-50(B) 39=-50(B) Job - Truss Truss Type City Ply T77929446 M11324 J1 MONO TRUSS 2 1 7THALE nce (opt onal) Chambers Truss, Inc., Pod Pierce, FL 6.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 U7:5025 2019 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-1BR0_D A?IoCZJrIFX6DVCpPF7wkOgleiY8ESPyIMNi • -1-0-0 1-0-0 1-0-0 1-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Idc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vart (CL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a we BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-140(LC 10) Max Gmv 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (Ib):- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Seale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 do pur ins. 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=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=C.18; MWFRS (directional) and C-C Extedor(2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4lb uplift at joint 3 and 140 Ib uplift at joint 2. WahrP. Finn PENo.22939 MiTek USA, Inc. FL Cad 6634 69M Parke East Blvd. Tampa FL 33610 Data: August 22,2019 A WARNING. Verifyd.1,S erameMe .dREAONOT ONWISANOINCLUOEOMITEKREFERANCEPAGEM 7473ree ISO2015eEFOREUSE Design valid for use only with MiTekts connectors. This design Is based only upon parameters shown and. is for on IndMdual building component not a bus system. Before use, the building designer must vanity the opplicobalty of design parameters and properly Incorporate the design into the overall buiidingdesign. Bracing Indicated Is to buckling of Individual hum web and/or chord members only., Addionaltempororyondpermanentbmcing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me Blvd. Ea Est st tl. 6904 ParkrR East B fobricarom storage. delivery, erection and bracing of trusses and truss systems, seeANsvrp11 Quality CMnb, DS849 and SCSI Building Component Tampa, Safety Informadonavollable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria VA 22314. p Job Truss Truss Type QuitPly THE ROVALE T17929447 M11324 J2 MONO TRUSS 4 1 Job Reference (optional) l namoers 1 rut , Inc., non rlerce, IL b.T1U s Mar 11 ZUld MI I eK maU51ne5, Me. I nu Mug ze urta¢40 4V r a rage r 4 3x4 = Scale = 1:7.8 z-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Veri(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 8lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (Ih/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10). 2— 136(LC 10), 4=-3(LC 7) Max Grav 3=42(LC 15), 2=141(LC 1).4=31(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-0-0 oc puffins. Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCOL=3.Opsf; h=12ft; B=45ft; L=50ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWF13S (directional) and C-C Exterior(2) zone;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 pet 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 28 lb uplift at joint 3, 136 lb uplift at joint 2 and 3 Ib uplift at joint 4. Walter P. Finn PE No.22839 faTek USA, Inc. FL Celt 6634 HIM Parke East Blvd. Tampa FL 33810 Bate: August 22,2019 OwARNUIG- Vedly decree parameters end BEAD NOTES ON THIS AND INCLUDED MTTEKBEFEflANCEPAGEM674nev. 10m82015BEFOREUSE Wit volid for use only with Mnekle connectors. This design is based only upon parameters shown. and Is for an Individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated b to buckling of Individual Was web and/or chord members only. Additional temporary and permanent bracing MiTeK prevent Is always required for stability and to prevent collopse with possble posend Injury and property damage. For general guidance regording the fabrication. storage. delNery, erection and bracing of trusses and toss systems. weANSI/IPII Quality Cmnle. DSfld9 and SCSI Balding Component 69M Parke East BNd. Safety Infermationevaaable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Mexandrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROVALE T77929448 M11324 J3 MONO TRUSS 2 1 Job Reference (optional) Chambers I riles, Inc., ran Fierce, FL 1 3x4 = 8.130 s Mar 112018 Milak Indusmes, Inc. I nu Aug 2e Uv:bU:zo 4U19 rage 1 LOADING (psi SPACING- SPACING 2-0-0 CSI. OEFL. in (lac) Vtlefl Ud TCLL 20.0 Plate DOL 1.25 TC 0.18 Ved(LL) 0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Mar YES WB 0.00 Hom(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=-54(LC 10), 2=-147(LC 10), 4=-4(LC 10) Max Gray 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. NOTES. 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=4511; L=50tt; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chard live load nanconcument 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-" tall by 2-M 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 54 lb uplift at joint 3, 147 Ib uplift at joint 2 and 4 Ib uplift at joint 4. Walter P. Finn PE No.221139 MTek USA, Inc. FL Ced 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 QWARNING-Vedlydesrgnperametersend READNOTES ON MMANDDlCLUDEDMREKREFERANCEPAGEMIP74nmv. I&VIctols BEFORE USE Design valid for use only with Mpek® connectors. firs design Is based only upon parameters shown, and is for an Inc Mdual building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and propeay Incorporate this design Into the overall buiitling design. Bracing Indicated is to buckling of Individual truss web and/orchard members oNy. Additional temporary and permanent bracing WGIC prevent Is always required for stablllfy and to prevent collapse with possible penamol Injury antl property damage. For general guidance regarding the fobrIcofion. storage. delivery. erection and bracing of tosses and tnlss systems. seeANSXMII Qunpplyy CrSnb, DS349 and SCSI (Wilding Component 69N Parke East Blvd. Safety Mformalbnovollobie from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Truss Thus Type Ply THEROYALE T77929449 �ob 11324 J4 MONO TRUSS �Qty 4 1 Job R f rence o ional Chambers I russ, me., Yon Pierce, PL b.T4Us Mar 11 ZU1B far I as inausnee, um. nun.. cc...vv... chi a 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) UdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 TCDL 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 Hom(CT) -0.00 3 n/a n/a BCDL 10.0. Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Hoa 2=1D4(LC 10) Max Uplift 3=-79(LC 10), 2=-151(LC 10), 4=-B(LC 10) Max Gmv 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (lb) -Max Comp./Max, Ten. -All forces 250 (Ib) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4.0-0 oc puffins. SOT 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.Opsh h=12ft; B=45ft; L=SOft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 791b uplift at joint 3, 161 Its uplift at joint 2 and 8 lb uplift at joint 4. WalterP. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 22,2019 AWARNING- Verlrydeslgnpam ctenendREADN0TESONTR6ANDWCLUDEDMffEKREFERANCEPAGEMLL7M..IMUM2015BEFOREUSE Design valid for use only win MRe1@ connectors. This design Is based only upon parameters shown. and Is for an Individual building component not a truss system. Before use. the buJtlIng designer must verify the cpiallcobYlty of tleslgn parameters and properly Incorporate this design Into the overall Individual truss web Additional temporary and permanent bracing MOW bulltling design. Bracing Indicated is to prevent bucking of and/or chord members only. Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. SeeANSVrPII Shortly Cdteda, DS5-09 and BCSI Building Component Safety m/olmaflonsuailoble from Trim Plate Institute. 218 N. lee Street Suite 312, Aloxandrla. VA 22314. 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T17929450 M11324 JS MONO TRUSS 11 1 Job Reference (optional) unamuers uuas, nm., ran rivuw, rL 3x4 = a.ltlu s Mar 11 2ula MI I ex mausme5, no. i nu nuy cc w:au:u m a rayn , I D:_"GCA6bx7j2Syl HDXFw7ye3KX-fZZyOV7OXW3wpc?hNy8hadvdXxTWskox9sdLW HyI MNg LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl L/d TCLL 20.0 Plate Gdp DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Ven(CT) -0.06 44 >964 240 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 -MP LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Harz 2=123(LC 10) Max Uplift 3= 104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Grav 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale='1:12.7 PLATES GRIP MT20 2441190 Weight: 17 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12f; B=45ft; L=50f; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost 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 beading plate capable of withstanding 104 Ib uplift at joint 3, 1771b uplift at joint 2 and 9 lb uplift at joint 4. Walter P. Finn FE No.22039 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: August 22,2019 O WARNWG-VedlydvVSnperemetenand REAUNOTESONMSANDWCLUDEOMREKREFERANCEPAGEM67Menv. 10=2015BEFOREUSE Deslgn valid for use only with MRak® connectors. 7hIs design Is based only upon parameters shown and Is for on Indlvldual building component, not �� a truss system. Before use, the bulling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bullding deslgn. Bracing lndIcated Is to prevent buCWNg of lndMdual bussweb and/or chord members only., Additional fempora y and permonent bracing MOW Is always regulred far stablllN and to preventcollopsewithpossible personal Injury anti property damage. For general guidance regordingma fabrication, stoicoe, delivery, erectlon and bracing of trusses and hssss systems. seeANSUIPiI Qua ly Cmeda, DSB-89 and SCSI Building Component 69" Paft East Blvd. Safety Infomlalbrnvailable from Truss Plate Institute, 218 N. Lee Sheet Sule 312. Alexondrlo. VA 22314. Tampa. FL not 0 Job Truss Truss Type Oty Ply�THE ROYALE T77929451 M11324 J6 MONO TRUSS 4 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:28 2019 raga 1 ID_kfiGCA6bx7j2Syl HDXFw7ye3KX-7m7KCF021DBnOmZbbx7rRtsKmBbB24OW Mu3kylMNf Scale = 1:14.3 8-0.0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 201b Ff=O% 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 No.3 BOT CHORD Rigid ceiling directly applied or 10-M are bracing. REACTIONS. (Ito/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Hoe 2=140(LC 10) Max Uplift 3=-129(LC 10). 2= 192(LC 10). 4=-e(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;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 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 1291b uplift at joint 3, 1921b uplift at joint 2 and 81b uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 Q WARNING -Verily des/en paramdersarel NOTES ON TN/SANDINCLUDED NREKR£FEBANCEP4GEMI}14x3mv. 10T32015BEFOBEUSE Design valid for use only with MireW connectors. Mls design Is based only upon parameters shown, and a for on Inc Mdual building component, not a mnis system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall bullding design. Bracing Indicated is to prevent bucking of Individual trussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always real for stability and to prevent coilapsevAU1 possible persaxO1 injury and property damage. For general guidance regording the fabrication. storage, delivery, erection and bracing of busses and truss systems, seeillil t Quality CravM, DSB49 and SCSI building Component Safety Woenalbnavolloble from Truss Plate Institute, 218 N. lee Street, Suke 31Z Alexanddo, VA 22314. 69N Padee East Blvd. Tampa, FL 33610 Job Truss Truss Type ly THE ROYALE T17929452 1111324 J8 MONO TRUSS ril, 1 Job Reference o tional Gnamoens rn6s, inc., non r,.,.., a.13u a Mar 11 2uiu MI I eK InausInea, Inc. r nu mug ze ur:au]Lo du r e Scale = 1:17.4 3x4 i 4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.2-9 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -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 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (Ib/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Hom 2=178(LC 12) Max Uplift 3=-174(LC 12). 2= 226(LC 12), 4=13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59f; L=36ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteror(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 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 nonconcurmnt 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 1741b uplift at joint 3, 2261b uplift at joint 2 and 131b uplift at joint 4. Walter P. Finn PE No,22839 MTek USA, Inc. FL CertGlMM 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 O WARNING -Vedry design peremetersand RE4DIVOTES ON TN/SAND INCLUDED MDEx REFERANCEPAGEMU74" re. ]M51MOISBEFOREUSE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown and Is for an Individual building component. not ��• a truss system. Before use, the building designer must verify Me applicablllty of design parometers and properly Incorporate this design Into the overall bulldhgdesign. Bracing Indicated Is to prevent buckling oflndivldualthese web and/or chord members only. .Addinondtemporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible persond injury and properly damage. For general guidance regarding Me fobticanon, storage, delivery, erection and bracing of husses and true systems, seeMSVFPI1 Cucft Criteria, DS549 and 801 Melding Companunt 69N Parke East BNd. Sohty Infommtbgavallable from Truss Plate institute. 218 N. Lee Sheet Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply=Sefemnce T17929453 M11324 JA MONO TRUSS 2 Chambers iwas, inc., -on Werce, FL 8.130 s Mar l l 2018 MiTek Industnes, Inc. I nu Aug 22 U':bU:Ze zul e 4 3x4 = LOADING (Pat) SPACING- 2-M CS]. DEFL, in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ve art -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC. 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical Max Him 2=73(LC 10) Max Uplift 3=-37(LC 10). 2=-139(LC 10), 4=-4(LC 7) Max Grant 3=50(LC 15). 2=150(LC 1). 4=37(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.3 PLATES GRIP MT20 2441190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=1 65mph (3-second gust) Vasd=128mph; TCOL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=o.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & 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-M 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 37 lb uplift at joint 3,139 lb uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Ine. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 22,2019 O WARNWG-Verityd.sgnp.r.mef.n..d REAONOTES ON TNISANOWCLOOEOMOEKREFERANCEPAGEM674Yarev. 10a 01SBEFOREUSE Design valid for use only with Mifek®connectors. ihls design Is based only upon parameters shown, and a for on IndivWual building component, not ��• a truss system. Before use. Me building designer must verify the applloabllity, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of lndNldual truss web and/or chord members orgy. Additional temporary and permanent bracing MiTel( 6 dworn, required for stability and to prevent collapse v4th possible persorrol Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems sGOANSVIPII CuaIM CMrrde. D91-09 and 301 Bu1OhD Component Safeft, InformatbrWallable from Trues Plate Institute, 218 N. We street. Sure 312. Alexondrl¢ VA 22314. 6904 Parke East BNd. Tamp., FL 33810 Job Truss Truss Type Ofy Ply THE ROYALE T17929454 M11324 JB MONO TRUSS 2 1 Jab Reference (opt ona0 Chambers I toss, Inc., Fort Pleroe, FL 3x4 = 8.130 a Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:30 2019 Page 1 ID:_k0GCA6bx7jj2Sy1 HDXFw7ye3KX-3BF41 xl IgrRVg4jG24iPCGXCk80E34XNrgYt7cyIMNd Scale =1:12.5 5.5.11 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Verl 0.10 4-7 >645 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a file BCDL 10.0 Code FBC2017/TP12014 Mafdx-MP Weight: 19 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or5-5-11 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-M oc bracing. REACTIONS. (lb/size) 3=127/Mechaniml, 2=269/0-8-0, 4=63/Mechanical Max Horz 2=114(LC 10) Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4--6(LC 10) Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=611; Cat. II; Exp C;Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 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 fast 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 togirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at joint 2 and 6 Its uplift at joint 4. Waller P. Finn PE No.22039 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 O WARNING- V4ntyd,,Vs.paramefenand READNOTESON WEANDDICLUDEDMREKREFERANCEPAGEW74n.V. 1010b215BEFOREUSE Design valid far use only with MiTek®conneoton. this design 6 based only upon parameters shown. and is for an IndNlduol building component, not a fuss system. Before use. the building designer must verify the applicability of design parameters and ordinary Incorporate this design Into the overall building design. Bracing Indicated B to prevent buckling of hdMdual fuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and fuss systems, seeANSVIPII Qualify CM*ea. DS049 and BCSI Budding Component Safety tmonnotearnvoilcbio from Truss Plate Institute. 218 N. Lee street, Suite 312 Alexandria, VA 22314. 69M Parke East Bind. Tampa, FL 33610 Job Truss Truss Type any Ply ROYALE T17929455 M11324 JC MONO TRUSS 2 1 7Jb fe ce (pt onal) Reference Chambers I=a, Inc., Yon rlerce, rL U.13u s Mar 11 2uiu MI I eK Industries, Ind. i nu mug zc ur uv:uu eui v rage i 4 3x4 = Scale =1:6.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress [net YES WB 0.00 HOrz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight:5 in FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=11/Mechanical, 2=119/0-8-0, 4=4/Mechanical Max Horz 2=50(LC 10) Max Uplift 3--6(LC 7), 2=-138(LC 10) Max Gmv 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 op puffins. 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.Opst h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 M-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 6lb uplift at joint 3 and 138 In uplift at joint 2. Walter R Rnn'PENo.22639 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 22,2019 ,&WARNING - Verily design paremerersanJREADNOIES ON MIS AND INCLUDEDAVEKREFERANCE PAGE MII-74Y4rev. IG?aaG01S BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to bucaing of Individual must web and/or chord members only. Additional temporary and permanent bracing WOW prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, SeeANSU1Pit QualMy Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety m/armatbtnvailable from Tess Plate Institute. 218 N. Lee Sheet Suite 312. Alexandric. VA 22314, Tampa, FL 33610 Job Truss Thus Type Oty Ply THE ROYALE T17929456 M11324 KJ5 MONO TRUSS 1 1 Job Reference o tional Chambers Tnas, Inc., Fort Pierce. FL 2.83 r12 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Inc r NO WB 0.00 BCDL 10.0 Code FBC2017LTPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=194/Mechanical, 2=233/0-11-5, 4=94/Mechanical Max Harz 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. 8.130 6 Mar 11 2018 Mi reK Inclusines, me. nu Aug zz orou:a l m r a Faye i ID-._MGCA6bx7j2Syl HDXFw7ye3KX.XLoTEG2wb8ZMIEISwDeIT309YVJOXnX4UbYf2ylMNc DEFL. in (loc) Udell Vd Vert(LL) 0.09 4-7 >923 360 Vert(CT) -0.15 4-7 >563 240 Horz(CT) 0.00 2 n/a rJa Scale = 1:15.7 PLATES GRIP MT20 2441190 Weight: 231b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=45ft; L=50ft; eave=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 3-6-0 tall by 2-" 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 1741b uplift at joint 3 and 191 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-54 Trapezoidal Loads (pIQ Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, 8=-20), 5=0(F=10, B=10)-t0-4=-35(F=-8, B=-8) Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 OWARNPIG-Ventydeslgnparamerem and READNOTES ON Mal AND MCLUDEDMREKREFERANOE PAGE MX74"MV.. raVrY1Dr69EFORE USE valid for use only with MTek® connectors. Phis design Is based only upon parameters shown, and Is for an Individual building component, not Nit a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated b to buckling Individual massweb and/or chord only. Additional temporary and permanent bracing MOW prevent of members Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 69M Parke East BNd. fabrication, storage, delNery, erection and bracing of trusses and fret Systems, seeANSg1PIt Quality Criteria, DSB49 and BCSI Buldbp Component Tampa, FL 33610 Saety information loblefrom Lug Plate Institute.218 N. Lee street, Sidra 312. Alarrandria. VA 2231A Job Truss Thus Type r Ory Ply THE ROYALE T77929457 M11324 KJ8 MONO TRUSS 2 1 Job Reference o tional Chambers buss, Inc., Fon Pierce, FL LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 10 13 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. I hu Aug 22 u/:buAz 2u1 B rage 1 ID _kfiGCA6bx7j2Syl HDXFw7ye3KX.OXMrSc3ZMShDvOtfAVktHhwvyGjXvZgJ8KGCVOMNb 2.83 FIT 3x4 12 14 15 3x4 = 7-2-7 3-ID-5 -2-4 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.08 6-9 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.25 Verl -0.10 6-9 >999 240 Rep Stress [nor NO WB 0.35 Horz(CT) 0.01 5 n/a Na Code FBC20171TP12014 Matrix -MS Weight: 44 It, FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanical, 2=465/0-11-5, 5=409/Mechanical Max Ho¢ 2=178(LC 8) Max Uplift 4=-91(LC 8), 2=-332(LC 8), 5=-223(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-875/541 BOT CHORD 2-6=-535/842, 5-6=-535/842 WEBS 3-6=-1/287, 3-5=-923/587 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. NOTES- 1) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psp BCDL=3.0psq h=12ft; B=45ft; L=50ft; eave=6ft; 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 20.0ps1 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 332 lb uplift at joint 2 and 223 Its uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 61 lb up at 2-11-0, 38 Ito down and 61 lb up at 2-11-0, 8lb down and 106 lb up at 5-8-15, 8 Its down and 1061b up at 5-8-15, and 42 Ib down and 145 lb up at 8-6-14, and 42 lb down and 145 lb up at 8-6-14 on top chord, and 31 lb up at 2-11-0, 31 lb up at 2-11-0, 11 Its down and 31 lb up at 5-8-15, 11 lb down and 31 lb up at 5-8-15, and 31 Ito down and 14 lb up at 8-6-14, and 31 Ito down and 14 lb 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 (plf) Vert: 1-4=-54, 5-7= 20 Concentrated Loads (lb) Vert: 10=80(F=40, B=40) 11=-5(F=-3, B=-3) 12=-83(F=42, 8=42) 13=14(F=7, B=7) 14=-21(F= 11. B=-11) 15=-50(F=-25, B=-25) Walter P. Finn PE No.22839 MTek USA, Inc. FL Ced 6634 6984 Parke East Blvd. Tampa FL 33810 Date: August 22,2019 Q WARNING- Vedrydesl9r m1amefe1sandRE4D NOTES ON TN/SANOWCLUOEOMp KREF NCEPAGEM/H4M3 v. 1bb3Q0159EFOFE USE Deslgn valid for use only wM Mrek® connectors. This design h based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullden9 design. Bracing Indicated h to buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek- 7 prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the foorcatlon, storage, delivery, erection and bracing of busses and huss systems. seeANSIT1P11 GuaOM Cetera. D311I-09 and EC91 Building Component 69N Pa*e East Blvd. Safety Infonna6pNvoflobie from Truss Plate Institute. 218 N. Lee Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ply T7792 9458 M11324 KJA MONO TRUSS 2 (optional) Chambers I raw, Inc., 1-011t rmrce, FL 8.130 s Mar 112018 Mi fek Industries, Inc. Thu Aug 22 07:50:32 2019 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX.OXMrSc3ZMShDvOHAVIdHhca_yHyX_1 gJBK6CVyIMNb .f.p.0 61 4-9 6.04 Scale = 1:13.6 3x4 = a-a-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 ri n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT=O% 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. REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8). 2=-150(LC 8) Max Grew 3=145(LC 13), 2=181(LC 1).4=104(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12fq B=45ft; L=501t; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumant 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+3-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer t0 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 Ib uplift at joint 3 and 150 Its uplift at joint 2. 6) 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 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-B1(F=-14, B=-14), 5=O(F=10, B=10)-to-4=-30(F=-5, B=-5) Walter P. Finn PE No.22839 i USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 22,2019 Q WARNING-whilydeslgriperdmetereend FIVONOIES ON MMANOINCLUDWMR KREFERANCEPAGEMX7473rev. 100342015REFORE USE Design valid for use only with Wave, conni fits design Is based only upon parameters shown, and u for an IndNldual building component, not a hum system. Before use, the building designer must verity the aplollcabllity, of design parameters and properly Incorporate this design Into the overall building tlesign. Bracing indicated Is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent brocing r�R M)Tek' Is always pool for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding me fabrication, storage, dellvery, erection and bracing of frames and hum systems. seeANSUTPlt Quality CrErrdp. DS349 and SCSI Building Component 69N Parke East Blvd. Safely hllormalbnavolloble from Tram Rafe Institute. 218 N. We Sheet, Suite 312. AlexOntlrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply=10YA.1.2T17929459 M11324 KJB MONO TRUSS r Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:33 2019 3x4 = P.M. -1 11 9 4-11-9- LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017yfP12014 Matrix -MP Weight: 171b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical Max Hom 2=75(LC 8) Max Uplift 3=-84(LC 8). 2=-136(LC 8) Max Gnav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=9.Opsf; h=12ft; B=451t; L=50f; eave=6f ; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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 20.0psf 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 84 lb uplift at joint 3 and 136 lb uplift at joint 2. 6) 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 (plo Vert: 1-2= 54 Trapezoidal Loads (plf) Vert: 2=0(F=27, 8=27)40o 3= 67(F=-7, B=-7), 5=0(F=10, B=10)-to-0=-25(F=-2, B=-2) Walter P. Finn PE No.22639 MiTek USA, Inc. FL Ced 6634 6904 Puke East Ivd. Tampa FL 33610 Date: August 22,2019 Q WARNING-yenlydes/gnpaamefersend READ NOTES ON TNLSANDINCLVDWMm KREFERANCEPAGEMIL74M.v. 1a=t?015 BEFORE USE valld for use only with Mmeld➢connectors. This design 6 based only upon parametersshown and Is for an Inavdual building component, not MRDesign a truss system. Before use, the bullOng designer must verity the applicability of design parameters and properly Incorporate this design Into file overall building design. Bracing Indicated is to prevent buckng of Individual hum web and/or chord membersonly. Additional temporary and permanent bracing MiTek' is always required for stability orW to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and buss systems, seeANSVMII Quality Cdbde. DSB-69 and SCSI Building Component 6904 Parke East Blvd. Saftity Infomratbmvallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312 Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Ply THE ROYALE T17929460 M11324 MV2 JQIy VALLEY 1 1 Jab Reference (opt'onall Chambers I russ, Inc., Yon Fierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:33 2019 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-UjwDfy4B7mp4XXSODF6qu9oILfLGRHpXo4fkxylMNa 2-0.0 2.0.0 4.00 F12 3x4 Scale = 1:6.1 LOADING (PSO SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Veri n/a - n/a 999 MT20- 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ven(CT) We - n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=41/2-M.2=30/2-M.3=11/2-0-0 Max Horz 1=21(LC 10) Max Uplift 1=-20(LC 10). 2= 30(LC 10) Max Gmv 1=42(LC 15). 2=32(LC 15), 3=22(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDLA.2psf; BCDL=3.Opsf; h=12tt; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 2. Walter P. Finn PE NoIN39 MTek USA Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 Job Truss Truss Type r Dry Ply THE ROYALE T17929461 1011324 MV4 VALLEY 1 1 Job Reference (optional) cnamoers I runs, mc., ran Hares, r� 3x4 a-14u s Mar l l 4UI a MI I ex lnaWmeS, mc. r I 1U ^V94z u,.ou—wm ruae, ID _kfiGCA6bx7j2Sy1 HD%Fw7ye3KX.ywUbsl5pt3xx9h11 HwmLN6huulzU7u)(mrRpCGNyIMNZ LOADING (psQ SPACING- 2-0-0 CSI. OEFL. in (roc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 V."(LL) We - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=109/4-0-0, 3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=-72(LC 10) Max Grav 1=112(LC 15), 3=117(LC 15) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. 2 7 3x4 II Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 12 lb FT=O% Structural wood sheathing directly applied or 4-0-0 oc puriins, except end verticals. 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=451t; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 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 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 54 Ile uplift at joint 1 and 72 lb uplift at joint 3. Waller P. Finn PE No.22639 M7ek USA, Inc. FL Ced 6634 69114 Parke East Blvd. Tampa FL 33619 Data: August 22,2019 Q WARNING- Vedrydeslgn pmametenend READ NOTES ON TN/S AND UICLUDWANTOCREFERANCEPAGEMIF7474rex. 100B p15 BEFORE USE Design valid for use only wim MgekO connectors. This design Is based only upon parameters shown, and 6 for an IndNldual bullding component not ��- a buss system. Before use, me bundling designer must verify me applicability of deslgn parameters and properly Incorporate ma design Into me overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brocing Wele Is always requised for stability and to prevent collapse wlm possible personal Nlury and property damage, For general guidance regarding me fabrication, storage, delivery, erection and bracing of Masses, and hiss systems seeANSVIPII Quality CdMrla, PS349 and SCSI Building Component 69p4 Parke East BNd. Safety Infamationaooilable from Truss Plate Imhtute, 218 N. Lee Sheet, Suite 312. Alexondrla. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, lD �71dr L7� For 4 x 2 orientation, locate plates 0-1h9 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 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 Torl 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/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I dimensions shown in sixteenths scale) (Drawings not to scale) 0 Of O U o_ O JOINTS ARE GENERALLY NUMBEREDAETrERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS CC -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/rPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A 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 designedby 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 at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, 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 at 10 ft. spacing, or lest 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 vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. ConsuB 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 Criteria.