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RE: M11323 MiTek USA, Inc. M11323 6904 Parke East Blvd. Tampa, FL 33610.4115 Site Information: Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model: M111323 Address: N/A City: PORT ST LUCIE Subdivision: State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lrP12014 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 13 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 1 T16686477 a 4/3/2019 2 T16686478 a5 4/3/2019 3 T16686479 a6 4/3/2019 4 T16686480 a7 4/3/2019 5 T16686481 a8 4/3/2019 RECEIVED 6 T16686482 a9 4/3/2019 7 T16686483 gra 4/3/2019 �qN 14 2020 8 T16686484 grb 4/3/2019 9 T1668648 j2 4/3/2019 n 10 T16686486 j4 4/3/2019 FILE ,Perrt 11 T16686487 j6 4/3/2019 12 T16686488 j8 4/3/2019 13 T16686489 ki8 4/3/2019 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B®CiC 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 judsdiction(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 ANSI/rPI 1, Chapter 2. IofI �0 22839 p: STATE OF pWs'S/ONAI S".0%� Walter P. Finn PE No22839 MITek Usk Inc. R Cad 6634 6904 Parke East OW. Tampa R.33610 Walter April 03, 2019 Job Truss Truss Type _ Cry Ply T16686477 M11323 A COMMON 9 1[111323 ob Reference (optional) unambers I runs, Inc., Von I'lerce, rL 0.14u s uec 0 4U Ia ml I e6 mausmes, Inc. vveU Xpr 0 l U:l V:UU zU 10 4.00 F12 4x5 = 27 Scale = 1:57.8 1 'r I6 17 '" 15 "" "' 14 '- 12 3.6 = 2x3 11 4x6 3x8 = 3x8 = 46 2x3 11 3.6 = LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC .0.39 BC 0.58 WS 0.65 Matrix -MS DEFL in (too) I/defl L/d Vert(LL) 0.32 14-15 >999 360 Vert(CT) -0.61 14-15 >670 240 Hom(CT) 0.12 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 163 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 Ste M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 Be No.3 REACTIONS. (Ielsize) 2=1362/0-8-0,10=136210-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) FORCES. (lb) -Max. CompufMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3419/2395, 3-5=-2771/2031, 5-6=-2770/2152, 6-7=-2770/2152, 7-9=-2771/2031, 9-10=-3419/2395 BOT CHORD 2-17=-2132/3213, 15-17=-2132/3213, 14-15_ 1269/2000, 12-14=2132/3213, 10-12=-2132/3213 WEBS 6-14=-635/983,7-14— 313/362, 9-14=-689/499, 6-15=-635/983, 5-15=-313/362, 3-15=-689/499 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=14tt; B=52111; L=34ft; eave=6d; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-M zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This tress 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=832, 10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 501b down and 47 lb up at 15-0-0,.and 50 Ib down and 47 lb up at 19-0-0 on top chord. The designtselection 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 (pit) Vert: 1-6=-54, 6-11=-54, 18-21=-20 Concentrated Loads gb) Vert: 26=-50(F)27=-50(F) Water P. Finn PE No.22839 MTek USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNING - Vex/ty Resign pammetersend READNOTES ON WISAND NCLUDEDAJDTKREFERANCEFAGEMLL7473rsx. la=015BEFORE USE IJe99n valid for use only with MIT00 connectors, fits design Is based only upon parameters shown. and Is for an Individual bulltling component, not ��- a truss system. Before use, the bulltling designer must verify the appllccblllty of design parameters and properly Incorporate thin design Into the overall building design. Bracing Indicated is to prevent buckling of lntlMdual truss web and/or chord members only. Addiflonol temporary and permanent bracing MiTek' Is always required for stability, and to prevent Collapse With passible personal injury and property damage. For general guidance regarding the fabrication storage. delivery, erection and bracing of trusses and truss systems, WeANSU1P11 Qually Criteria, DSB49 and SCSI Building Component 69M Parke East Blvd. Safety Inlommtbmvaiable from Truss Plate Institute, 218 N. We Street, Suite 312, Alexandre, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply M11323 ' T16686478 M11323 AS SPECIAL 9 1 Job Reference (optional Chambers Truss, Inc., Pon Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:10 2019 Page 1 4.00 12 5z8 MT18H5 I I Scale =1:59.8 13 12 3z12 2.00 12 5z12 = 2z3 11 3z6 = = 10.6.4 20.4-B 2fi-4-0 34-0-0 10.&4 9.10.4 i 541-8 7.8.0 Plate Offsets (X Y)— f2:0-1-15 Edgel f4:0-3-0Edgel f10:0-M Edgel LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (too) Well Urd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(ILL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES W B 0.60 Horz(CT) 0.36 10 TIM n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 155 Ib FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins. BOT CHORD Rigid ceiling directly applied or3-9-12 oc bracing. WEBS 1 Row at micipt B-14 REACTIONS. (Ib/size) 2=1312/0-8-0, 10=1312/0-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=-803(LC 10), 10=-803(LC 10) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5529/3776, 3-5=-5164/3538, 5-6=-5209/3667, 6-7=-2424/1902, 7-9=-2462/1813, 9-10=-3195/2210 BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13= 1948/2995, 10-12=-1948/2995 WEBS 3-14=-355/314, 5-14=-293/354, 6-14=-2175/3326, 6-13=-279/534, 7-13=-237/277, 9-13= 786/560, 9-12=0/269 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=14@; B=52tt; L=34ft; eave=6B; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedar(2) -1-0-0 to 24-13, Intedor(1) 2-4-13 to 13-7-3. Extedor(2) 13-7-3 to 20-64, IntedoKl) 20-64 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 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 for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except gt=lb) 2=803, 10=803. Wafter P. Finn PE No23839 MTekUSA, Inc. FL Cen6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2019 OWARNING- liedlydes/gn peremetersand HEAD NOTES ON TN/SANDINCLUDED MI7EKREFERANCEPAGEM-7VU rev. IGN.V1015BEFORE USE Design valid for use only with MTekW connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verify the apPlicabeity of design parameters and properly Incorporate this design Into the overall buildingdeagn. BrocingIndicated Isloprevent buckling ofIndividual trussweb and/or chord members only, AdditionoltemMroryondpennonentbiocing MiTek' Is always roculred for stablity, and to prevent collapse Wth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVWII Quality Criteria, 1138-69 and SCSI Wilding Component Safely mformallo ysvaeable from Truss Plate InstiMe, 218 N. Lee Street. Suite 312. Alezandda, VA 22314, 1 6904 Parke East Blvd. Tampa, FL W610 Job Truss Truss Type City Ply T76686479 M11323 A6 SPECIAL 1 1 �M11323 Job Reference (optional) 'nanuers r mss, ina., run rierce, rL o.Z9u s use a ZV I o for I ex mausmes, Inc. rvea Apr J 1u:14:11 Lul y rape 1 Scale=1:61.9 6xl0 MT18HS= 4.00 12 6><6 = 5 " 11 3z12 = 5x6 = 2x3 II 3x8 2.00 12 LOADING (PSO TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.81 BC 0.93 WB 0.86 Matrix -MS DEFL. in (loc) Vdefl Ud Ve I(LL) 0.69 14 >590 360 Ved(CT) -0.92 14-17 >443 240 Horz(CT) 0.34 9 n/a n/a PLATES MT20 MT18HS Weight: 157 lb GRIP 244/190 244/190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 3-5,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (I s) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5>5095/3071, 5-6=-2314/1551, 6-8=-2398/1533, 8-9= 3199/1981 BOT CHORD 2-14=-3040/5224, 13-14=1195/2361, 12-13=-1123/2199, 11-12=-1731/3001, 9-11=-1731/3001 WEBS 4-14— 492/513, 5-14=-1707/2959, 5-13=-405/196, 6-13=-179/522, 8-12=.893/660, 8-11=01303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCOL=3.Opsf; h=14ft; B=52h; L=34ft; save=6R; Cat. II; Exp Q Encl.. GCF,60.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(l) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803,9=803. WalterP. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: April 3,2019 QWARNING- VedfydeslgnReremetemend READNOTES ON TNISANDMCLUOEOMREKREFERANCERAGEM67Mrev,,a O,SREFOREUSE ��- Design valid for use only with 10909 connectors. 7hls doIgn is based only upon parameters shown, and Is for an Individual building component, not a fuss system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design Into me overall bulltling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always mqulredfor stability and to prevent collapse with posslble personal Injury and property damage. For general guldance regarding the fabricatiom storage, delivery. erection and bracing of tosses and truss systems. seeANSVIpIl Qualify Cmsda, DS 469 and SCSI au/ding Component 69011 Parke East Blvd. Safety Infamtalbrgvoiiable from Truss Plate Institute, 218 N. Lee Sheet, Sidle 312, Alexondda, VA 22314. Tampa, FL 33610 Job Thus Truss Type Cry Ply ' T76686480 M11323 A7 SPECIAL 1 �1011323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 310:14:12 2019 Scale=1:60.8 5x8 = a nnRo- 5x6 = 5x12 = W 11 US = 3xt2 = 200 12 10.6-4 14-0-0 20-4-8 25-11-15 34.0.0 70.6.4 3.572 6.4-B 5-7-7 8-0.1 Plate Offsets(X,Y)— 12:0-1-15.Edgel 14:0-4-0,0-2-3117:0-0-2,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1010-11 >369 240 MT18HS 244/190 BCLL 0.0 Rep Stress Mar YES W B 0.95 Horz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1471to FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS. (lb/size) 2=131210-8-0, 7=131210-8-0 Max Horz 2=-149(LC 8) Max Uplift 2=-803(LC 10). 7— 803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5484/3370, 3-4=-5116/3126, 4-5=-2229/1544, 5-6=-2448/1599, 6-7=-3169/1993 BOT CHORD 2-11=-3071/5219, 10-11— 1590/2874, 9-10=-1738/2968, 7-9— 1738/2968 WEBS 3-11=-419/443,4-11=-1466/2647,4-10=-812/448, 5-10=-205/407, 6-10=-785/575, 6-9=0/272 Structural wood sheathing directly applied or 2-2-0 od pudins. Rigid ceiling directly applied or 4-0-2 off 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=4.2psf; BCDL=3.Opsf; h=14tt; B=52D; L=34f ; eave=6D; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcument with any other live loads. 6) ' 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. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=803, 7=803. Waiter P. Finn PE No.22839 INTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 ,&WARNING-Verllydeslgnperametereand READ NOTES ON TNtSANDWCLUDEDUIFEKREFERANCEPAGEM&74TJrev. faNY1015auOREUSE Design valid for use only with MOek0 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 verity the applicability of design parameters and properly Incorporate Into design Into the overall butlding dosign. Bracing Indicated is to prevent buckling of lndMldual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabklty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricollon. storage, delivery. erection and bracing of trusses and buss system, seeANSVTFII Quollly Criteria. DSS419 and SCSI Building Component M Safety Informallovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, A mantltla. VA 22314. MiTek' 69M Parka East BNd. Tampa, FL 33610 Job Truss Truss Type Cry Ply M11323 ' T16686481 M11323 AS SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Piece, FL 8.240a Dec 62018 MiTek Industries. Inc. Wed Aor 3 10:14:13 2019 3x12 = 4.00 12 2.00 F12 5x6 = 3x4 = 4 21 5 2x3 II 5xa = 6 22 7 12 11 5x12 = 3x4 = 4x5 = 12 20.48 22-0-0 34-0-0 10.6-4 9-10.4 1 1-7-8 12-M r Scale=1:60.6 Plate Offsets (X,Y)— 12:0-1-15,Edge1. 17:0-5-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.78 Vert(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Verl(CT) -1.08 12-13 >379 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.33 9 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Ma1dX-MS Weight: 154 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP ND.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. REACTIONS. (lb/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Hoa 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5488/3444,3-4=-5117/3183,4-5=-3911/2497,5-6=-2576/1770,6-7=-2586/1779, 7-8=-2663/1762, 8-9=-3021/1971 BOT CHORD 2-13=3143/5224, 12-13=-1956/3292, 11-12=-1369/2481, 9-11=-1705/2827 WEBS 3-13=-3961420,4-13=-102811721, 5-13=-3007797, 5-12=-894/601, 6-12=-265/263, 7-12= 294/391, 7-11= 374/691, 8-11=535/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psfl BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=611; Cat. 11; Exp C;.Encl., GCpi=0.18; MW FRS (directional) and C-C Exter r(2) -1-M to 2-0-13, Interior(l) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 2 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 100 In uplift at Joint(s) except (jt=1b) 2=803, 9=803. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cad 6634 HIM Parke East Bind. Tampa FL 33610 Data: April 3,2019 ®WANNP/G-Vs1I1ydssigapsnnh lersand READ NOTES ON THISANDINCLUDEDMDEKNEFERANCEPAGEM4-7473re... 1NA1I015BEFONE USE Doa gn valid for use only with M9ek® connectors. This design Is based only upon parameters shown, and Is for an Individual binding component, not ��- a fruss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate tins design Into me overall building design. Bracing Indicated is to prevent buckling of lncilvidual truss web and/or chord members only, Additlonal temporary and permanent bracing MiTek' Is always requtred for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, del very, erection and bracing of frusses and trun systems, seeAN5VIP11 CualflI1yy Cdfeda, DS149 and SCSI Building Component 69N Parke East Blvd. Safety InfamtationovtlMe, ollable from Truss Plate Ins218 N. We Sheet, Suite 312. Alexantl4o. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply M11323 ' T76686482 M11323 A9 HIP 1 1 Job Reference (optional) chambers I russ, Inc., FOrl rlerM, FL 8.240 s Use 5 2018 Nit eK Industries, Inc. Wed Apr 310:14:14 2019 rage 1 ID_etC1 cxC3ixW7huls7ypJyuFUK-5LYOL7der611KihvG7UX7DjAgLgCU1003FNnVuzUSgt t1-0-Q fi-7-15 10.00 15.2-14 20-0-0 24-0-0 27-4-7 34-PO )150.0 4-0-0 - 6-7-15 3-4-'1 5-2.14 5-1-2 3.8.0 3-0-1 6-7-15 01 0 Scale =1:5BS axe = 2.3 11 4x8 = 4.00 12 3x= 4 24 525 28 6 27 ] 3.5 = 3xS = 1.6 = 6xB = 3.6 = 3x4 = 3x5 Plate Offsets (X,Y)- i2:0-0-14,Edge1. f7:0-5-4,0-2-01. f9:0.3-14,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 1561b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SP M30 BOTCHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=663/0-8-0, 9=346/0-8-0, 13=1616/0-8-0 Max Horz 2=109(LC 9) Max Uplift 2=-430(LC 10), 9=-249(LC 10). 13=-928(LC 10) Max Grey 2=685(LC 19), 9=3B6(LC 20), 13=1616(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1275/1025, 3-4=-913/708, 4-5=-829/705, 5-6=-565/807, 6-7=-565/807, 7-8=-1041278, 8-9=-341/235 BOTCHORD 2-15=-836/1187, 13-15=-34/309, 11-13=-256/348, 9-11 =-I 24/304 WEBS 3-15- 425/501, 5-15=-444/665, 5-13=-1216/1079, 6-13=-264/300, 7-11= 255/396, 8-11=-461/521, 7-13= 837/703 Structural wood sheathing directly applied or 5-11-9 oc puffins. Rigid ceiling directly applied or 6-0-0 oc 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=4.2psf; BCDL=3.Opsf; h=141 B=52f ; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Inteffor(1) 2-4-13 to 5-2-5, Extedor(2) 5-2-5 to 14-9-11, Intedor(1) 14-9-11 to 19-2-5, Exterior(2) 19-2-5 to 28-9-11, Intedor(1) 28-9-11 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except Gt=lb) 2=430, 9=249, 13=928. Walter P. Finn PE No.22839 MTek USA, Inc, FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AWARNING- Vedrydeslgnpammefersand REAONOTES ON THISANO INCLUDED KREFERANCEPAGEMLL7mmV 1&V1x?015BEF0RE USE Design valid for use only with MOekllt connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the bullding designer must verify the applicability of design commerce and properly Incorporate this design Into the overall building design. Bracing indicate! B to prevent buckling of IndNltlual toss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage.. For general guidance regarding the fobricotror, storage, delvery, erection and bracing of trusses and truss systems, seeANSWII Quoins. Cmnb, DSB-69 and SCSI SW dhD Component Safety Informalbfxe ollable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, All VA 22314. Mew 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply ' T76686483 M11323 GRA HIP 1 1 �N!11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries. Inc. Wed Apr 3 10:14:15 2019 4x4 = 14 Scale=1:60.6 3.5 = 3.6 II 31 = 6.8 3x6 = 6x8 = 44 = fix8 = 8.0.0 H-0-1 18.60 26-0.0 34.I 8-0-0 34-0 i 7-4-15 I 7-6.0 8 O Plate Offsets (X Y)-- Offsets -- (2:0-2-2 Edgej t3:0-3-8 Edgej .j21:03-BPlate -2 -3 Edgej 0-3-0��27:0-3-8 Edge��24:0-3-8 0-3-0��27:0-3-8 0-3-01-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Ndefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 020 24-35 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.2429-32 >552 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 194 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 0o pudins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1 Row at midpt 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS i Brace at Jt(s): 7, 8, 19, 17. 14 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 2=-179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-351(LC 8), 27=-1168(LC 8), 26- 1495(LC 8). 22=-625(LC 8) Max Grav All. reactions 2501b or less atjoint(s) except 2=487(LC 17), 27=2232(LC 13), 26=2929(LC 14). 22=984(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=304/838, 5-7=-588/1209, 7-8- 588/1209, 8-12= 588/1209, 12-13=-588/1209,13-15=-588/1209;15-16=-588/1209,16-18=-588/1209, 18-20=-2230/1280,20-21=-2230/1280,21-22=-2271/1263,6-9=-126/305,9-11=-108/363, 11-14- 193/412,14-17=94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29=-189/540, 26-27=-779/446, 24-26=-411/653, 22-24=-1083/2108 WEBS 3-29- 500/1176, 3-27=-1766/911, 5-27= 748/622, 5-26=-546/351, 13-26=-946/617, 18-26=-2412/1474,18-24- 846/1780,21-24= 35/351,4-5= 608/514,19-20=-335/305, 14-15=556/407.11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasdl28ri TCDL=4.2psh BCOL=3.Opsf; h=14ft; B=52ft; L=34tt; eave=6tt; Cat. It; Exp C; Encl., GCpt=0A 8; Ivi (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2s0 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.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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 Ito uplift at joint 2, 1168 lb uplift at joint 27, 1495 lb uplift at joint 26 and 6251b uplift at joint 22. 8) Girder carries hip end with 8-0-0 and setback. 9) Graphical puritn representation does not depict the size or the orientation of the puritn along the top and/or bottom chord. er P.in RE Walter P. Fran PE No22g39 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 lb up at MT FIL Ced66g4 USke A, Mirek6904 26-0-0, and 967lb down and 461 lb up at 8-0-0 on bottom chord. The design(selection of such connection device(s) is the ast Blycl.Tampa FL 73610 responsibility of others. Date: 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). April 3,2019 AWARNWG-Vedydesl9nP4remeferaendREADNOTES ONTHISANOWCLUOEDM EKREFERANCEPAGEM674Mmx1M1YL015BEFOREUSE. Design valid for use only with MIIekir connectors. This tleslgn Is based only upon parameters shown, and Is for on Ind'midual building component, not a hum system. Before use. the building designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall budding design. gracing Indicated is to prevent buckling of Individual hum web and/or chord members only.Add'Monal temporary and permanent bracing MiTek' Is always required for stoblllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection antl bracing Of t1U6[6s and truss systems, weANSim Qualpy CdMM, DS549 and SCSI Building Component Safety nformationavallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 69o4 Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply M71323 ' T16686483 M11323 GRA HIP 1 1 Job"' (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240a Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:14:15 2019 Paget I D_etC1 cxC3ixVV7huls7ypJyuFUK-ZX6oVTeGbP99ysG5gl7mtRFCNAVDSAZlv7L1 KzUSgs LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=-54, 21-23=-54, 29-30=-20,24-29=-47(F=-27), 24-33= 20, 3-11=-126(F=-72), 11-21=-126(F=-72) Concentrated Loads (lb) Vert: 29=-641(F) 24=-641(F) ,&WARNING -Vedry deslgnper.mer.. antl HEAD NOTES ON WMANDINCLUDED M/TEKREFERANCEPAGEM71-1413mv. Id'a329ISBEFOREUSE 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 true system. Before use, the bullding designer must verity the applicability of design parameters and properly Incorporate the design Into the overall bulldingdeslgn. Bracing Indicated B to prevent bucking of individual truss web and/or chord members only. Additional temporary and permonentbracing MiTek' Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII QualiM Crli DSB-09 and BCSI Building Component Safety hrformalbravabble from Truss Rate institute, 218 N. We Shoat, Suite 312, Alexandria. VA 22314. 69M Perk. East Blvd. Tempe, FL 33610 Job Truss Truss Type Qty Ply ' T16686484 M11323 GRB HIP 1 1 �MI1123 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.240 s Dec 6 2018 NI IBK Inaustnes, Inc. wea Apr J 1U:14:1 / 2Ula rage T ID:SrRaEyyrgO4M76G4raW BLWyuFUJ.VwDYz9gX71 PtBAPUy81 EksLa8YgehNmlDcR6DZUSgq 1-0-0 8-0.0 1&8-0 17.0.0 20d-0. 2fi-0.0 34-0.0 35-0-0 �1-0-0 8-0-0 ~ &B-0 3-4-0 3-4-0 5-8-0 8-0-0 1-0-0 I, 502 MT18H5 = 4.00 12 4x6 = 3x6 II 4x10 = 2x3 II 46 = 15 12 5x6 = 6x12 = 5x12 MTIBHS = 6x12 = 5x6 = 3x6 II Scale =1:58.6 4x6 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc)/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 >820 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 HDR(CT) 0.06 9 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight: 153111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or3-1-14 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14, 8-13, 6-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-8-0 Max Horz 2=90(LC 7) Max Uplift 2=-853(LC 8), 13- 2590(LC 8). 9=-345(LC 8) Max Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) FORCES. (lb) - Max..Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3625/1950, 3-4=-2080/1236, 4-6=-2080/1236, 6-7=-1296/2589, 7-8- 1296/2589, 8-9= 751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13_ 262/733, 9-11=-241/668 WEBS 3-16=435/1209,3-14=-155PJ774,4-14=-837/691,7-13=-878/713,8-13=-3635/1919, 8-11=-432/1204,6-14=-1453/2814, 6-13=-3198/1807 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This Muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint 2, 2590 lb uplift at joint 13 and 345 lb uplift at joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 9671b down and 461 Ib up at 26-0-0, and 96716 down and 461 lb up at 8-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) 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: 1-3=-54, 3-8- 131(F=77), 8-10=54, 16-17= 20, 11-16=-49(F=-29), 11-20=-20 Water P. Finn PE No12839 NTT ekUSA, Inc. FL Ced6634 6904 Padre East Blvd. Tampa FL 33610 Data: April 3,2019 ,&WARNING-VeNlydealgn peremeferaenEREADNOTES ON TNISANDMCLUDEDM/FEKREFERANCEPAGEMI474Mmv. IGUM15 BEFORE USE Design vclid for use only with Mnek® connectors. 3Ms design Is based only upon parameters shown, and Is for an Individual building component, not ��- o truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicate! is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* 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, seeANSVrpll Quality Cranks, D3549 and BCSI Building Component 69M Parke East Blvd. safety Infonnallonovolable from Truss Fate Institute. 218 N. Lee Street, SWfe 312, Alexandria. VA 22314. Tamp., FL 33610 Jab Truss Truss Type Oty Ply 11411323 ' T16686484 M11323 GRB HIP 1 1 Job Reference (optional) ChambersTruss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:17 2019 Page 2 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-VwDYz9g%71PtBAPUy81EksLaBYgehNuslDCRGDzUSgq LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-641(F) 11=-64l(F) OWARNING- yer/rydesiar paremefereand REAO NOTES ON TH/SANDINCLOOED MREKREFERANCEPAGEM47471ree 10=075BEFOREOSE. Oedgn valid for use only with MBekD connectors. This Cedgn Is based only upon parameters shown, and Is for on Individual building component, not �t- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building tleslgn Bracing Indicated is to prevent buckling of lndMldual huss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stoblilty and to prevent collapse with passible personal Injury and property damage. For general guldonce regarding the fabrlca0on storage, delr4ery, erection and bracing of trusses and Muss systems, seeANSVIPII Quality CAtl1a, DSB-09 and SCSI Budding Component Safety Nformotbravallcble from Truss Plate Institute. 218 N. Lee Steel, Suite 312, Alexandria, VA 22314. 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Cry Ply ' T16686485 M11323 J2 MONO TRUSS 8 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.240 s Dec 6 2018 M,Tek Industries, Inc. Wed Apr 310:14:17 2019 Page 1 ID:x17z51zTbJCDIIrGPHI CukyuFUI-VwDYz9gX71 PIBAPUy81 EksLkpYzDhbOslDcR6DzUSgq -1-0.0 2-1 1-ao - - 2-041 - - 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Veri -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB -0.00 Horz(CT) -0.00 3 rile n/a BCDL 10.0 Code FBC2017/TPI2014 MatdX-MP LUMBER - TOP CHORD 2x4 SPNo.3 BOT CHORD 2x4 SP No.3 REACTIONS. (11 ize) 3=38/Mechanical, 2=141/0-8-0, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4= 3(LC 7) Max Gmv 3=39(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (Ile) or less except when shown. Scale =1:7.8 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOLU1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to 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 It, uplift at joint 4. Wafter P. Finn PE No.22819 IdtTekUSA, Inc. FL Ced6634 6304 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNING. V.Hfydeslgepexem4Mnend READNOTESONMSAND/NCLUDEDMREKREFERANCEPAGEMS7473rev. I0021WISBEFONEUSE, Design valid for use only wlth MSekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Same use, the bullding designer must verify the appllcobllly of daslgn parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndlAdual truss web and/or chord members only. Addlflonal temporary and permanent bracing Miiek- Isalwaysrequiredforstoblirr, 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, seeANSVrpII Si lBy CDledo, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informalbrnvallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply ' T76686486 M11323 J4 MONO TRUSS 8 1 �M11323 Job Reference o 8onal Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.24US Use I ZU1 a M1 I ex lnaumne5, Inc. Wee Apr JIUN 4a a Zul0 rage 1 1 D:PDYLfc_5MdK4M5OTz7ZfRxyuFUH.z6nwAUg9uKXkpK-gV rYTH3trCyFmO2GO_tL7efzU5gp scale-1:11.1 4-0-0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 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 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Mamx-MP Weight: 14lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-80(LC 10), 2= 161(LC 10), 4=-7(LC 10) Max Grew 3=90(LC 1), 2=207(LC 1), 4=69(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.Opst h=14(t; B=521t; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 80lb uplift at joint 3, 161 lb uplift at joint 2 and 7Ib uplift at joint 4. Water P. Finn PE No22839 M irekUSA, Inc. FL Ced6634 6904 Parke Best Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNWO- Verity desren paramefersand READ NOTES ON TNISAND INCLUDED MmEKHEFENANCEPAOEMIF74Terey. la=015BEFOREUSE Design valid for use only with Moak® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a Truss system, Before use, the bulltling designer must verify the appllcablity of design parameters and properly Incorporate This design Into the overall building design. Brocing Indicated Is to prevent buckling of Individual muss web and/or chord members only.. Additional temporary and permanent bracing MiTek Is always required for stablllN end to prevent collapse Win possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses cod muss systems, seeANSVTPI I CuolBy Cmeda, BSB-09 and BOSI BUIldk10 Component 69N Parke East BNd Safety Informatbrnyollable from Truss Plate Institute. 218 N. We Street. Suite 312. Alexontltic, VA 22314, Tampa, FL 33610 Jab Truss Truss Type Oty Ply ' T16686487 M11323 J6 MONO TRUSS 8 1 �M11323 Job Reference (optional) unamuers i runs, Inc., ran rieroe, rc 30 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Udeg Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.36 Ved(LL) 0.11 4-7 >629 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.12 4-7 >617 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a WE BCDL 10.0 Code FBC2017frP12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4=-B(LC 10) Max Grav 3=145(LC 1)„ 2=279(LC 1), 4=102(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 201b 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=4.2pst BCDL=3.Opsf; h=14ft; B=52h; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 3-6-0tall 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 131 Ib uplift at joint 3, 1941b uplift at Joint 2 and 8lb uplift at joint 4. Walter P. Finn PE No72839 IffififekUSA, Inc, FL Ced6634 6964 Parke East Blvd. Tampa FL 33BID Data: April 3,2019 QWARNING-Venydsrgnparamefmswuf READ NOTES ON 7N5ANDWCLUDEDMrFEKREFERANCEPAGEM674Mmx. fGA'1RarSBEFOREUSE Design valid for use only with MaelsD connectors. Mls 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 properly Incorporate this design Into the overall bulltling design. Bracing Indicated a to prevent buckling of Individual truss web and/or chord members only.. Addiflonal temporary and permanent bracing MiTele Is always reauiredfor 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 truss systems, seeANSUTPI1 CuoiBv CffeM, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety mlarmatbnwallable from Tads Plate Institute. 216 N. lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply M11323 ' - T16686488 M11323 J8 MONO TRUSS 20 1 Job Reference (optional) Chambers Truss, Inc., Fan Flerca, FL 3x5 = e291.1S U2c Its 2U1 a MI l eR mail Inc. WBa Apr aiI:I9; Iv Lu tv rage I ID:tP61tz-j7xSILc_IXi4uz9yuFUG-SJ W Oghnfefa0UZt3Z3igHOzMMbu9V W 9C%5YASZUSgo LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Well Ud Ti 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) 0.26 4-7 >367 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ved(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress 1"" YES W B 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Maid% -MP LUMBER - TOP CHORD 2x4 SP M 30 SOTCHORD 2x4SPM31 REACTIONS. (Ito size) 3=188/Mechanical, 2=352/0-8-0, 4=103/Mechanical Max Horz 2=180(LC 10) Max Uplift 3=-175(LC 10), 2— 228(LC 10), 4=-15(LC 10) Max Grav 3=188(LC 1). 2=352(LC 1), 4=145(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 26 lb FT=O% 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: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCOL=3.0psf; h=14N; B=52h; L-3411; eave=6N; Cat. II; Exp C; Encl., GCpi=0.1 B; MW FRS (directional) and C-C Ederior(2) -1-0-0 to 2.4-13, Interior(1) 2-4-13 to 3-1-13, E)oerior(2) 3-1-13 to 7-11-8 zone;C-0 for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D01--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 17511b uplift at joint 3, 228 lb uplift at joint 2 and 151b uplift at joint 4. . Wabri Finn PE No12639 WrekUSA, Inc FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 O WARNING -Verify deefgapensexameaend READ NOTES ON MSMDNCLUDED MREKREFERANCEPAGEMS7473rev. laaYarla SEFOREUSE Design void for use only with MOel connectors. this design Is based only upon parameters shown, and Is for on IndMldual bulltling component, not a truss system. Before use, the building designer must verify the appllcobliny of design parameters and properly Incorporate this design Into the overall bulltling design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Ad lhonal temporary and permanent bracing MOW 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 buses and truss systems, seeAN61/IPII Quality Cr6nk. 111649 and 3C313uldhp Component 69N Parke East Blvd. I Safety Informalbrrnoiloble from Truss Plate Institute. 218 N, Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Jab Truss Truss Type Cry Ply ' T76686489 M11323 KJ8 MONO TRUSS 4 1 �M11323 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL e.24U S Uec b 2UlU MI I eK Inaa51rle5, Inc. VVeo Apr U Ia: 14;Zu zv,a rage I ID:Lcg54J7LuEancmZr40b7W MyuFUF.wVvhbAiPOynR2d83dGaxMUzDGmyGurclRBg6iyzUSgn Scale-1:20.3 3x4 = 3x4 = 7-3-4 3.11-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0.30 Vert(CT) -0.12 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 44 lb FT=0 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 8-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. gle/size) 4=201/Mechanical, 2=466/0-11-5, 6=576/Mechanical Max Hom 2=244(LC 8) ,Max Uplift 4=-205(LC 8), 2=-305(LC 8), 6= 286(LC 8) Max Grav 4=245(LC 13), 2=466(LC 1), 6=590(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/523 BOT CHORD 2-7=-687/1126, 6-7=-687/1126 , WEBS 3-7=0/330, 3-6=-1236,755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; E>ip 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 nonconcument with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 3051b uplift at joint 2 and 286 lb uplift at joint 6. 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 (plo Vert: 2=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 8=0(F=10, B=10)-to-5=-56(F=18, B=-18) WaftefP. Finn PE No.22839 MTek USA, Inc. FL Cett6634 6904 Padre East Blvd. Tampa FL 33610 Date: April 3,2019 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. 171 g. MIN For 4 x 2 orientation, locate plates 0-14e' from outside edge of truss. This symbol indicates The required direction of slots in connector plates. 'Plate location detalls available In MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION ,OA-1 Indicated by symbol shown and/or by text in the bracing section of The output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown Is for crushing only. 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 6-4-8. dimensions shown In sixteenths scale) II-----yl (Drawings not to scale) 0 Of O x U a O JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCI(WISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1362.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 ANSIfTPI 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 designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil 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/TPI 1, 7. Design assumes trusses will be suitably protected from the environment in accord with AN$17rP11. 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 less, If no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cutor 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. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria.