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TRUSS PAPERWORK
RE: M11392 MiTek USA, Inc. THE WINDSOR 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Wynne Dev Corp Project Name: M11392 Lot/Block: Model: 71 Carlton 3 Bedroom Rear Porch Address: unknown City: St. Lucie County Subdivision: State: FL -SGANNF_D_ _- SY St. LucieCounfv General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 15 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. 1 T166SealTruss Name Date LF T1668649a 43/2019 �® 2 T16686491 a1 4//3/2019 3 T16686492 a2 4/3/2019 4 T16686493 a3 4/3/2019 5 T16686494 a4 4/3/2019 6 T16686495 a5 4/3/2019 REVIEWED FOR 7 T16686496 ata 4/3/2019 8 T16686497 b 4/3/2019 CODE COMPLIANCE 9 T1668649bha 4/3/2019 ST. LUCIE COUNTY 10 T16686499 gra 4/3/2019 11 T16686500 j1 4/3/2019 ®�� 12 T16686501 j3 4/3/2019 13 T16686502 j5 4/3/2019 14 T16686503 j7 4/3/2019 15 T16686504 kj7 4/3/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: 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 ANSIfrPI 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 parametersand property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 11111111181"111SR P ` in, E N No 22839 1?•: -'STATE OF "PS -ice C . � o Rw• - �_�� 0'SS10NAI S%C%%% Walter P. Finn PE No.22839 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 April 03, 2019 1 of 1 Finn, Walter Job Truss Truss Type Ply THE VANDSOR T1668649D M11392 A HIP �Qty 1 1 Job Reference (optional) ChambersTruss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18.43 2019 Page 1 ID_kBGCA6bx7j2Sy1HDXFW7ye3KX.j516o6uNUlw752lcX?ocWyM5YnfBOhBOwcl WRozUScg 6-16101 1 914-111-0 I 21133 6-0 212 35 4 -0I 1-9-3-05 286-0-0-1-04 6-0 -0-0 4.001z 4x8 — 2.3 II 3x6 = 414 = 2x3 \\ 4 26 5 6 7 27 48 = 2x3 // Scale=1:60.5 io re 3x4 = 3x4 = 3x6 = 643 = 3x4 = 3x6 = 3x4 — 3x5 = 1 4-11-0 U2--13 -09-05-11-0 a3 I 6-0 I -0-0 Plate Offsets (X,Y)— (2:0-0-14,Edge1, f4:0-54,0-2-01, fB:O-54,0-2-01,110:0-0-6,Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.42 12-23 >572 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.37 12-23 >659 180 BCLL 0.0 Rep Stress Ina YES WB 0.94 Hom(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MaVix-M$ Weight 161 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=433/0-8-0, 15=1596/0-8-0, 10=669/0-8-0 Max Horz 2=97(LC 10) Max Upldt 2=235(LC 12), 15=-1439(LC 12), 10=799(LC 12) Max Grav 2=467(LC 17), 15=1596(LC 1). 10=665(LC 22) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 45-1 oc bracing. FORCES. (Ib)-Max.Comp./Max Ten. -All forces 250(I1c) or less except when shown. TOP CHORD 2-3=639/108, 34=396/0, 4-5=9671776, 5-7=967f776, 7-8=-454/938, 8-9=-1009/1884, 9-11 BOT CHORD 2-17=0/652, 15-17=0/430, 14-15=704/454, 12-14=1586/938, 10-12=-1971/1174 WEBS 3-17=372/461, 4-17=272/451, 4-15=1087/1002, 5.15=336/386, 7-14=7661399, 8-14=580/997, 8-12=958/447, 9-12=358/600, 7-15=1329/2190 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=15R; B=70ft L=35ft; eave=5ft; Cat It; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0. Intemar(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parading. 4) This truss has been designed fora 10.0 pal bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 2, 14391b uplift at joint 15 and 7991b uplift at joint 10. Waltei P. Finn PE Nb.22839, 64Tek USA,life. FL C4R 6634 199041 Parka East BNB Tampa FL 33610 Date: Apri13,2019 ®WARMING. VisdaydasrgnparamareraondREAONOTES ON MIS ANOINCLU0EDA4rE FER£NCEPAGENI-74?3 my. 10'=015 BEFORE USE Design valid for use only wth MTek® connector. This design is based any upon parameters shown, and is for an Individual building component, not a buss system. Before use, %e bustling designer must verify the applicability of design parameter and properly incorporate this design into the overall building design. Bussing Indicated is to prevent buWl ng of individual truss me sector choN members only. Additional temporary and permanent boosting MiTek' Is allays required for stability and to prevent collapse with possible personal Injury and Property damage. Forgeneralguidanceregardingthe fabrication. storage, delivery, erenbn and trading of busses and truss systems. see AharaPIf Gualiry Cored.,OSB-99 end BC51 BouldfnB Component 6904 Parke Fast Blvd. Saferyrn/dnnadun available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE WINDSOR Ti6fi86481 M11392 Al SPECIAL �Qty 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 5x6 = 4 go R-2 2x3 II 12 3x4 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:44 2019 Page 1 5x8 MT18HS = Scale = 1:61.3 3x6 = 3x5 = 5x8MT1BHS = 3x12 = 2.00 12 I 1494 -a 35-0 -9-010-0-0 4 14 10bB Plate Offsets (%Y)— (2:0-0-2 Edoe](7:0-4-0 0-2-3) 19:0-1-15 Edge) LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.63 Verl(LL) 0.75 11-12 >563 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.91 Vert(CT) -L21 11-12 >348 180 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Hom(CT) 0.35 9 rile ma BCDL 10.0 Code FBC2017/7PI2014 Matnx-MS Weight 15516 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid roiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. fib/size) 2=134910-8-0.9=1349/0-8-0 Max Harz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9=825(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3209/2102, 3-4=3006/2024, 4-5=3022/2080, 5-6=3022/2080, 6-7=4643/2994, 7-8=5324/3364, 8-9=5751/3700 BOT CHORD 2-13=-1883/3007, 12-13=1591/2657, 11-12=2456/3908, 9-11=3442/5478 WEBS 3-13=425/410, 4-13=354/571, 4-12=362/617, 5-12=269/279, 6-12=-1034!/12, 6-11=-373/B92,7-11=897/1523, 8-11=-404/435 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=15ft; B=70fh L=35ft; eave=SR; Cat. IC Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-61 Interior(1) 2-0-0 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load n(inconcurrent with any other live loads. 6) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 9 considers parallel to grain value using ANSI7rPl 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 aljoint 2 and 825 Ib uplift at joint 9. Wafter P. Finn PE No.221139, MiTek USA; Inc. FL Cod 6634 i6904 Parka East Blvd. Tampa FL 33810 DOO: April 3,2019 AWARNINO-Vod&de.rgapammetemandREAONOMSOMTNISANDINOlUOEDMITERREPERENOEPAGEMII•T473mv. 10'1%3112015BEFOREUSE Design valid for use on"It MiTek®connectors. This design is based only upon pammatem shown, and Is for an Individual building component, not ��• a can system. Before use. fine building designer must vent' the applicability of design parameters and properly Inccrpomte this design into the ovenel building design. Bracing Indicated is to prevent buckling of individual Wes web anchor ohord members ony. Additional temporary and permanent bmung MiTeK is aFways required for stability and to prevent collapse with possible personal injury and pmperty,.damage. Forgeneral guidanceregare ng the fabrication, .brag.,delivery, erection and bri of busses and truss systems, see ANSI?P/f OualMy, Cdai OS"Ir and BC51 Building Component 6904 Parke East Blvd. SofoylnlormMlon avagable from Truss Pieta Insatute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 35610 Jab r Truss Truss Type Qly Ply THEWINDSOR T76686492 M11392 A2 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fall Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:15:45 gale Page 1 ID. _kriGCA6bx7j2SylHDXFW7ye3"-fUQSDnveONArLMv_eQr4bNRPdbEBUbsJNvWdwnzUSce 1-0-0 86-0 13-0-0 14-9-0 22-0-0 2]-0-] 35-0-0 -0-0 8-6-0 4.fi-0 1-9-0 7-3-0 5-0-7 ]-7-9 -0-0 Scale =1:61.3 54 — 3x4 = 6x8 = 4.00 12 4 21 5 22 6 12 3x4 = 5x8 =. 3x12 3x6 = = 2.00 12 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) /deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) 0.72 10 o585 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vill -0.94 10-19 o447 lea MT18HS 2441190 BCLL 0.0 Rep Stress lncr YES WB 0.86 Ham(CT) 0.34 8 life n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structure[ wood sheathing directly applied or2-6-15 cc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 2=1349/0-8-0.8=1349/0-8-0 Max Hom 2=136(LC 11) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (lb) - Max. Comp./MaxJTen. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3211/2064, 3-4=-3017/1998, 4-5=258011800, 5-6=3379/2225, 6-7=5242/3250, 7-8=5759/3665 BOT CHORD, 2-13=1847/3008, 12-13=-1403/2418, 11-12=1552/2629, 10-11=-1990/3441, 8-10=341015485 WEBS 3-13=420/418, 4-13=427/688, 4-12=337/551, 5-12=777/605; 5-11=-465/925, 6-11=391/277, 6-10=1318/2268, 7-10=-503/530 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=3.0psf; h=15ft; B=70ft; L=3511; gave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-6-0, Interior(1) 2-6-0 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 pat bottom chord live load nonconcu rant with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/rP11 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 025 lb uplift at joint 2 and 825 lb uplift at joint 8. Walter P. Finn Is N6.2261t1; MiTek USA, hie. FL Ced 8834 !6904 Parke East BNB. Tampa FL 33610 o_sid: Apol 3,2019 ®WARNING -Verily deslgnpammerem end READ NOTES ON WISANOINCLUOtDMITEI4REFERENCEPAGEMI-7473no, 1010=0156EFOREUSE Design valid for use any with Mmekda connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must very the applicability of design parameters and properly inoorporete this design into the overall building design. Sousing indicated is to prevent buciding of individual Voss wash andior choN members only. Additional temporary and permanent bracing MiTek' is otaays required for stabile, and to prevent collapse with possible personal injury and pmpeity damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf quality, Criteria, OSB-09 and SCSI Building Component 6904 Parts East Bhtl. Safety/nterearloo availablefemTmss Plate Institute;218 N. Lee street, Suite 312,Alexandr VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE WINDSOR T76686493 M11392 A3 SPECIAL 1 1 Job Reference (optional) fmss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:18A6 2019 �1 4,00 12 5xB = 45 = 14 13 3x5 = 2x3 II Sx6 = 3x12 2.00 12 14-9-0 2011 244i43 I 35-0-0 8$-0 G a-0 S iJ1 dFA 1 nFA Scale =1:623 Plate Offsets (X Y)— f2:0-1-6 Edge? f3:0-3-0 Edgel f8:0-3-0 0-3-0] (9:0-1-15 Edge1 LOADING (psf) SPACING. 2-D-0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.73 11 >572 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.97 11-20 >432 180 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Weight: 160 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP.M 30 TOP CHORD Structural wood sheathing directly applied or2-0-15 0o pudins. BOT CHORD 2x4 SP M 30 - BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3. WEBS 1 Row at micipt 7-12 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-155(LC 10) Max Uplift 2=-825(LC 12). 9=-825(LC 12) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-3256/2031, 4-5=-2426/1588, 5-6=2680/1790, 6-7=2829/1832, 7-8=-5320/3257, B-9=-5720/3554 BOT CHORD 2-14=1817/3048, 13-14=1817/3048, 12-13=1258/2274, 11-12=2935/5103, 9-11=3302/5445 WEBS 4-14=0/329, 4-13=897/636, 5-12=316/661, 6-12=-317/616, 7-12=2727/1643, 7-11=1072/1939, 8-11=-390/391 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=3.0psF; h=15ft; B=70ft; L=351t; eave=5ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-0 to 2-6-0, Intenor(t) 2-6-0 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 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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 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 In uplift at joint 9. Waltar P: Finn PE No.238311. MTek USA, Inc. FL Cad 6634 16904Parke East Blvd. Tampa FL 33610 O": April 3,2019 ®WARNING-vedlydaslgapaamerame andREADNOTES ON MIS ANDINCLUDIDMIfIX1gEFERENCEPAGEMX7473rev. lG'W/1015BUOREUSE asseas Design valid for use only with MTTek® cannectars. 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 vent' the applicability of design parameters and property incorporate mis design into the overall buildingdesign. Bating indicated is to preventbuckling ofintividualvusswebandlorcbmdmembers only. Additional temporary and permanent aacing MiTek• is al nes requvedfor stability and to prevent collapse with passible personal injury and properly damage. ForgenealguidancenegaNingme fabrication, storage, delivery, erection and bating ofbusses and truss systems, see ANSUTPII Quality pXeNa, DSB49 and SCSI Building Compo_nwrt 6904 Parle East Blvd Salerylidmmegen available Mori Plate InstiWte, 218 N. Lee Street, Suite 312, Mexandrta, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply THE WINDSOR T16686494 M11392 A4 SPECIAL 1 1 Job Reference o gonal Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18.47 2019 Page 1 ID:_kf,GCAGbx7j2Syl HDXFw7ye3KK-bsYdeTnY_QZaf2NmrtZhoWMCOwdyTccgD7kaZzUScc 149-0 17-0-0 18-0-0 246-0 27-0-7 35-0-0 %00 616-o 6a10 + 2�-0-0� 6-0-6 ~ 2-9-15 1 7-7-9 -oa 4.o0 12 les 5a6 = 4x6 = 6 7 16 15 Sato = 3x5 = 2x3 II 5x8 = 3x12 2.00 12 BSO 149-0 10-0-0 24EA 35-M Style=1:62.3 Bb-0 6J-0 33-0 6{-B 105-8 Plate Offsets (X,Y)— 12:D-1-6,Edgel [9:D-3-0 Edgej [11:0-1-15 Edgej LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.80 13 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.05 13 >400 180 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.98 Horz(CT) 0.39 11 n/a life BCDL 10.0 Code FBC2017/7PI2014 Matrli Weight: 172 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-6-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14 REACTIONS. (lb/size) 2=1349/0-8-0, 11=134910.8-0 Max Hom 2=175(LC 10) Max Uplift 2=825(LC 12), 11=825(LC 12) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3253/1989, 3-5=2435/1560, 5-6=-2399/1639, 6-7=2217/1501, 7-8=-2380/1519, 8-10=5361/3228, 10-11=-5716/3480 BOT CHORD 2-16=1776/3045, 15-16=1776f3045, 14-15=1117/2168, 13-14=2920/5154, 11-13=-3232/5441 WEBS 3-16=01334, 3-15=-882/614, 5-15=-238/254, 7-14=163/427, 6-14=309/604, 6-15=315/409, 8-14=3146/1901, 8-13=1034/1946, 10-13=343/333 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=15ft B=70ft; L=35ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) -1-0-0 to 2-6-0, Interjor(1) 2-6-0 to 36-0-0 zone;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panding. 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 atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift atjoint 2 and 825 lb uplift at joint 11. Wattar P. Rnn PE N.M1131t, MiTek USA, Inc. FL Cent 6e34 s6904 Parke East Blvd. Tampa FL 33610 Oslo: - April 3,2019 ®WARNING. VerdydasrgnpammefemandFlEADNOTES ON MISMDINCLUDEDIAfENBEFERENCEPAGEMIr4p3m. 1OV3,2016BEFOREUSE Design valid for use only mm MITek3 connectors. This design is based only upon parameters shaven, and is for an individual building component, not a buss system. Before use, the building designer must verify Pe applicability of design parameters and propery incotpomte this design into the overall buildingdesign. amongindiratedlstopreventbucklingofindmdualtmsswebandlorchoNmembersony. Additional temporary and permanentbtacing MiTek' is always required for stability and b prevent collapse Wth possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery. erection and baring of trusses and truss systems, see ANSffP/f Quality creeds, DSB49 and BCSI Building Component 6904 Parke East Blvd. Soreylnlorma6on available frem Truss Plate Institute, 218 N. Lee street, Suite 312, Mmndda, VA22314. Tampa, FL 36610 Job Truss Thus. Type City Ply THEININDSOR T16686495 M11392 AS SPECIAL 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Mea Apr 3113:18:45 2G19 Page 1 ID: _k0GCA6bx7j2Sy1HDXFw7ye3KX-435?rpyWJIYOCpdZKYOoD?3uUOGOh_M38H7?zUScb 1-0-0 8-0-0 14-9-0 17-6-0 24b-8 274-7 35-0-0 6-0- -0.0 8-61 63-0 2- 0 7-03 2-9-15 7-7-9 -D-0 Scale=1:60.3 5x8MT18HS II 4.00 12 14 13 3x5 = 2x3 It Sx10 = 3x12 = 2.00 12 14-9-0 24E 8 354 O In 8 .C, 63-0 19-8-0 10b8 Plate Offsets (X Y)— f2'0-1-6 Edge1 IB'G-3-0 Edgej f10'0-1-15 Edgel LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.8012-13 >526 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.28 12-13 -329 180 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Hom(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1601b FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 •Excepr 14,8-11: 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. (lb/size) 2=1349/0-8-0.10=134910-8-0 Max Holz 2=179(1_C 10) Max Uplift 2=825(LC 12), 10=825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 6-12 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=3247/2112, 3-5=-2449/1679, 5-6=-2397/1763, 6-7=5452/3624, 7-9=-5398/3482, 9-10=-5732/3689 BOT CHORD 2-14=1865/3040, 13-14=1865/3040, 12-13=1223/2137, 10-12=3431/5459 WEBS 3-14=01303. 3-13=861/619, 5-13=216/264, 6-13=300/527, 6-12=2247/3526, 7-12=3231388, 9-12=3211306 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=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DDL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSUTPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Walterp. Finn PE No.22839. 64Tek USA, Iris FL Cart 6634- *04 Parka East Blvd. Tampa FL 33610- ;Oat¢ April 3,2019 ®WARNING-VerlydesrgnpersmefersendREADNOTES ONMIS AND INCLUDED MREI( REFERENCE PAGE Mll-7473re, I=VW15BEFOREUSE Design valid for use only wHh MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a Was system. Before use, Me building designer must verify the applicability of design parameters and properly incorporate this design into the overall 7 building design. Baring indicated is to prevent bucNing of individual Was web an Nor chord members only. Alditianal temporary and permanent breung MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.. Forgeneml guidance regarding the fabrication, storage, delivery, erection and bating Witnesses and thus systems, sea ' ANSg P/f O..I* C A da, DS&89 end SCSI Bullding ComponeM 69a4 Parke East Blvd. Safely lrrlormati available frem Truss Plate Marine. 218 M Lee street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply [HEWNDSORT16866496 M11392 ATA COMMON 51ab Reference optional) Chambers Truss, Inc., Fart Pierce, FL 8.240 s Dee a zu1B Mil ex mousmes, me. vvea Hpr a w. i,,o cu iu rage , ID: _kfiGCA6bx7j2Sy1 HDXFw7ye3KK-YFfN29ya4bgHpzCmtGvl mDc6jCfJ0T9ulXUrtSzUSca 1-0-0. li4-0 12-11-0 176.0 22-1-0 26-M 3&0-0 6 -0-0 8-0-0 47-0 47-0 4-7-0 4-7-0 B4-0 -0-0 ni 4.00 12 45 = Scale=1:59.5 17 .- 15 -- -' 14 '- 12 3x6 _ 2x3 II 4x6 = 3x8 = 2x3 II 3x6 = 3x8 = 4x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (IOC) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.6414-15 >652 180 BCLL 0.0 Rep Stress Incr YES WB. 0.59 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 1661b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-15 cc bracing. WEBS 2x4 SP ND.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=775(LC 12), 10=-775(LC 12) FORCES. (Ile) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3404/1963, 3-5=-2807/1637, 5-6=2801/1739, 6-7=2801/1739, 7-9=2807/1637, 9-10=-3404/1963 BOT CHORD. 2-17=1724/3188, 15-17=1724/3188, 14-15=966/2053, 12-14=1739/3188, 10-12=1739/3186 WEBS 6-14=560/968, 9-14=681/524, 6-15=560/968, 3-15=681/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4:2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlol(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extenar(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 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) 100.Olb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 He uplift at joint 10. Walter P. Finn PE N6.22839 MiTek USA; Inc. FL Cart 6634 16904 Parke East Blvd: Tampa FL 33610 Data; April 3,2019 ®WARNING- VeMy, deafat pammmem and RFADNOTES ON MIS AND INCLUDED Mins]( EFERENCEPAGEMg-7473ray. 1NO3/2015BEF0RE USE Design valid for use any with Mmek® connectors. This design is based any upon parameters shovm, and is foran individual building component, not a truss system. Before use, the building designermust very the applicabilityof design parameters and prapery incorporate this design into file overall ' Additionaltempararyand permanent bra6ng M1Te1( bugdingdesign. BmdngindicatedistopmventbucMingofindividualWsswebanNorchoNmembemany. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding lbe fabrication, storage, delivery, erection and bracing of busses and miss systems, see ANSIyrPIf Quality creed., DS849 and Best Building Component 6904 Parke East Blvd. Sarerylnformadon .available from Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply THEWINDSOR T76886497 M11392 B COMMON 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:51 2019 Page 1 ID:_kriGCA6bx7j2Syt HDXFw7ye3KX-UenBTr—PCD W-3HM8?hyVreh WA?OSu N?BlrzxjKzUScY B74 7I 24&111 3B5J-0--50 -0-00-0-0 156 5411 3-0 —0BIN I �1 Scale = 1:59.3 4.00 12 Zola 3x4 = 2a3 II US = 3x4 = 3x4 = 3x6 = 2x3 11 3x4 = BJS I 14-0-0 21-0-0 26811 I 35-0-0 83-5 543-11 7-0-0 5-8-11 83-5 Plate Offsets (X Y)— [2:0-2-6Edge] [6:0-3-0 Edge] [10:0-2-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) fiber Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 14-15 >766 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.2417-20 >715 180 BCLL 0.0 Rep Stress lncr YES WE 0.63 Hom(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 1491b FT=20% LUMBER- BRACING - TOP CHORD 2ir4 SP M 30 TOP CHORD Structural wood sheathing directly applied or6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling direc8y applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (Ib)- Max Hors 2=179(LC 10) Max Upl'Ift All uplift 1001b or less atjoint(s) except 2=371(LC 12), 15=453(LC 12), 14=-453(LC 12). 10=371(LC 12) Max Grav All reactions 2501b or less atjoint(s) except 2=602(LC 1), 15=844(LC 17), 14=840(LC 18). 10=602(LC 1) FORCES. (Iti)-.Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=945/572, 5-6=181/256, 6-7=181/258, 9-10=945/574 BOT CHORD 2-17=407/878, 15-17=407/878, 12-14=393/858, 10-12=393/858 WEBS 3-17=5/301, 3-15=819/591, 5-15=277/325, 7-14=277/326, 9-14=819/592, 9-12=5/301 NOTES- 1) Unbalanced roof live loads have been considered far this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5ft;'Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6.0, Interior(1) 2-6-0 to 17-6-0, Extedor(2)'17-6-0 to 21-0-0, Interior(1) 21-0-0 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) This truss has been designed for a 10.0 par bottom chord live load nonconcumentwith any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 Ib uplift at joint 2, 4531b uplift at joint 15, 4531b uplift at joint 14 and 371 Ill uplift aljoint 10. Walter P. Not PE 14672839. MiTek USA, Iris FL Cell6934' �6901 Parke EastBNd. Tampa FL 33610 Dale: April 3,2019 ®WARNING-Varirydesrgnpe2molers end READ NOTES 011 MIS ANDINCLUDEDMmENREFERENCE PAGE Me-7473m1 100MOISBEFOREUSE. easeas Design valid for use only voth MTek® connectors. This design is based only upon parameters shoam, and is for an individual building component, not �� a truss system. Before use, Me building designer must verity the applicability of design parameters and property incoryorete Nis design into Me overall buildingdesign. Brscinguiliratedistopreventburidingofindividualtmssvrebandlorchandmembers only. Additional temporary and permanent bribing MiTek" is always required for stability and to prevent collapse*M possible personal injur,. and property damage. For general guidance regarding Me fabdastion, soirees, delivery, erection and bmdng of busses and truss systems, see ANSUTPN Dually Creed., DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InhnnaBon available horn Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Oty Pry T76686498 M11392 BHA BOSTON HIP 1 1 �THEWNDSOR Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 8.240 a Dec 6201E MiTex Industries , Inc. Wed Apr 3 l U:le:b22Ulu ID_k0GCA6bx7j2Sy1HDXFw7ye3M.ygLWhB71 MW2rg RxLZOTkOrEfFPjAdpvL VjVGI 15.6-0 21E-0 Scale =1:62A 4.00 12 44 = 57 15 58 17 56 12 59 55 9 26 34 ` 3x6 54 60 g 22 5x12 =13 4 6 x6 — 3x4 21§1 5x12 26 3 11 16 19 1 23 687 63 14 $2 m 28 '1 2 .t9 I,nIN 35 42 43 34 44 33 45 45 47 49 32 49 31 50 51 30 3xa = 6x6 = 6x8 = 3x6 = 3x4 = 3x4 = 7-0-0 14-0-0 21-0-0 26-0-0 7-0-0 I 74]-0 I 7-0-0 I 7-0-0 ) 7-01 Plate Offsets (X 1')— f3'0-64 0-1-121 f32'0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.13 35-38 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 35-38 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 H0m(CT) 0.04 28 n/a his BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 206 In FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc putting. BOT CHORD 2x4 SP M 30 - BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 3-33,27-32 JOINTS 1 Brace at Jt(s): 11, 19, 16, 7, 23 REACTIONS. Al bearings 0-8-0. (Ib) - Mali 2=179(LC 7) Max Uplift All uplift 100 to or less atjoinl(s) except 2=565(LC 8), 33=-1269(LC 8), 32=1017(LC 8). 28=434(LC 8) Max Grav All reactions 2501In or less atjoint(s) except 2=812(LC 17), 33=1825(LC 1). 32=1529(LC 1). 28=626(LC 1) FORCES. lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1692/1103. 34=105/259, 27-28=1129/710, 3-5=-441/520, 5-7=436/514, 7-10=436/514, 10-11=-036/514, 11-13=436/514, 13-16=436/514, 16-18=-036/514, 18-19=-436/514, 19-21=382/412, 21-23=382/412, 23-25=-382/412, 25-27=-387/418 BOT CHORD 2-35=939/1572, 33-35=909/1484, 32-33=382/400, 30-32=575/1004, 28-30=568/1039 WEBS 3-35=191/649, 27-30=0/451, 3-33=2090/1523, 11-33=B10f/B2, 19-32=772f745, 27-32=1484/1044, 9-10=463/453, 20-21=462/454 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; heel 5ft; B=701t; L=35N; eave=6f; Cat. It; Exic C; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pounding. 4) All plates are 20 MT20 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5651b uplift at joint 2, 12691b uplft at joint 33, 1017 Ib uplift at joint 32 and 434 In uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be providedsufficient to support concentrated loads) 265 Its down and 381 lb up at 7-D-0, 1581b down and 20616 up at 9-0-12, 158 Its down and 206 lb up at 11-0-12, 158 Its down and 206 Its up at 13-0-12, 158 Ib down and 206 Ib up at 15.0-12, 158 1b down and 206 to up at 17-0-12, 1581b down and206 1b up at 17-114. 158 In dawn and 206 Ib up at 19-114. 158 In down and 206 Its up at 21-114, 158 Is down and 206 It up at 23-114, and 158 In down and 206 to up at , Wager P. Finn pi No.22839, 25-114, and 15B Ib down and 206 Itoup at 27-114 on top chord, and 373 Ib down and 236 Ib up at 7-0-0, 69 Ib dawn at 9-0-12, 69 MTek USA Gp. FL Cbrt6834 Ib dawn at 11-0-12, 69 1b down at 13-0-12, 69 to down at 15-0-12, 69 Ib down at 17-0-12, 69 Ib down at 17-114, 69 lb down at :6904 Parke East Blvd. Tampa FL 33610 19-114, 691b down at 21-114, 69 Ib down et 23-114, and 69 Its down at 25-114, and 69 Its dawn at 27-114 on bottom chord. 'Data: The design/selection of such connection device(s) is the responsibility of others. April 3,2019 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). n ar WARN1Ne-case only h pareM casend READNOrEg eftasedone1NLLUpm M1iIXREfERENCEPA6EMivideal rev.fgCOMP5e£FORE USE a bass svalid patar use any with MRek®wn signer must design Is based Doty upon egnparameters parameters shown, and p for in individual building component, not a1mSSayetem. Serum use, 0ebuilding designermustvery Ihaepplicoss ban&orparametersendonpf. MIncorporateoradesign into the overall t gain is al,ingdeeigrt emdngindirand is to preventllapse g npossibual wonal mundlor pop membmge. F rgen ral umpmaryand permanent gainers MiTek' isalvvaySrequired ag far stability and to and lancing mN poandtrpersonelis,seentl property damage. For t,Cmada, MIsregardingNe ra5dwgoormatfe, delaery,erern Truss Placingorwssea end Lee Seyatems,sea ANSIA2231aallry LrXoda,03&B9 endaC51Building Lompanonf 6934 Tampa, Ae 3East 661Blvtl. gahylnlormerlon available 9om Truss Plate InsgWte, 219 N. Lae Sweet, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty IF HE WINOSOR T76688498 M11392 BHA BOSTON HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 Was Industries, Inc.. Wed Apr 3 10:18:53 2019 Page 2 ID: _k8GCA6bx7j2Sy1HDXFw7ye3KX-DOwuX?UgAilaWX65 zw3mgy3PMG9UD9S20DZUSCW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 36-39=20, 1-3=-54, 3-15=-54, 15-27=-54, 27-29=54 Concentrated Loads (Ib) Vert: 35=373(F) 30=23(F) 42=23(F) 43=23(F) 44=23(F) 45=23(F) 46=23(F) 47=23(F) 48=23(F) 49=23(F) 50=23(F) 51=23(F) 52=169(F) 53=-118(F) 54=118(F) 55=118(F) 56=118(F) 57=-118(F) 58=118(F) 59=118(F) 60=11B(F) 61=118(F) 62=-118(F) 63=11B(F) AWARMNG-Vedry dealgnparametersontl READ NOTES ON MIS ANDINCLUDED MREKNEFFRENCEPAGEW1-7473mv. fWaso016BEFOREUSE. valid for use onlyvdth MiTek® connestars. This design is based any upon parameters shown, and is for an individual building component, not Wit a tmss system. Before use, the burning designer must very Me applicability of design parameters and properly inmryorate this design into the overall buildivgdesign. BretnsindicatedistopreventbuddingofmdividualtmsswebandherNONmembersony. Additionaltempmaryand pemunentbreung MiTek• is always required for stability and m prevent collapse with possible personal injury and property damage. For general guidance regarding the fidermUon, storage, delivery, eredion and bracing of houses and those systems. see ANSI7TP11 Quality coined, DSB-09 and SCSI Bonding Comported 6904 Pads East Blvd. SafeylnfermeNun available hom Tmss Plate Instilute, 21e N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T16886499 M11392 GRA HIP 1 1 �THEWINDSOR Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:54 2019 .Page 1 4.00 12 5x12 MT18HS = 3x5 II 3e6 = 4x8 = 4x8 = I 22 23 24 25 4 26 27 5 28 629 30 31 32 7 Scale = 1:60.3 t� 3x4 = 2x3 II 3z6 = SX14 = 3x4 =4x6 = 2x3 11 3x5 = 7-0-0 1 14-11-0 21-5-2 28-0-0 35-0-0 7-0-0 7-11-0 6£-2 6- , Plate Offsets (X Y)— [3:0-9-0 0-2-81 [6:0-3-8 0-2-0] [7:0-5-0 0-247 [13:D4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 10-21 >792 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.30 10-12 >812 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Hom(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 153lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=750/0-6-0, 13=322310-8-0. 8=1225/0-8-0 Max Hom 2=78(LC 6) Max Uplift 2=448(LC 8), 13=2442(1_C 8), 8=-1159(LC 8) Max Grav 2=755(LC 17), 13=3223(LC 1), 8=1225(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS IRow at midpt 6-13 2 Rows at 113 pts 3-13 FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=15341729, 34=1052/1347, 4-6=1052/1347, 6-7=-1946/1834; 7-8=-2978/2565 BOT CHORD 2-15=586/1423, 13-15=-596/1464, 12-13=1710/1946, 10-12=2359/2830, 8-10=2329/2789 WEBS 3-15=-159/733, 3-13=2917/1869, 4-13=848/801, 6-13=3504/3050, 6-12=430/666, 7-12=940/731, 7-10=-089/690 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=15ft1 8=70ft; L=35ft; eave=51t;'Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); parch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcumenl with anyother 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 4481b uplift at joint 2, 24421b uplift at joint 13 and 11591b uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 3291b up at 7-0-0, 90 lb down and 155 1b up at 9-0-12, 90 lb down and 155 lb up of 11-0-12, 90 lb down and 155 Ib up at 13-0-12, 90 lb down and 155 lb up at 15-0-12, 90 lb down and 155 Ito up at 17-0-12, 901b down and 1551b up at 17-114, 90 lb down and 155 lb up at 19-11-4. 90 lb down and 155 It, up at 21-114, 901b down and 155 lb up at 23-114, and 90 lb down and 1551b up at 25-114, and 203 lb down and 329 lb up at 28-0-0 an top chord, and 452 lb down and 263 lb up at 7-0-0, 63 lb down and 3 It, up at 9-0-12. 63 lb down and 31b up at 11-0-12, 63 lb down and 3lb up at 13-0-12, 63 Ib down and'3 lb up at 15-0-12, 63 lb down and 3lb up at 17-0-12, 63.lb down and 3lb up at 17-114, 63 Ib down and 3lb up at 19-114, 63 lb down and 3 It, up at 21-11-4. 63 lb down and alb up at 23-114, and 63 It, down and 3lb up at 25-114, and 452 lb down and 263 lb up at 27-114 an bottom chard. 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 am noted as front (F) or back (B). LOADCASE(S) Standard Walter P. Finn PE No32839. MiTek USA; Ins. FL C6d 8834 16984 Parke East Blvd. Tampa FL 33610. Dili: April 3,2019 ®WARNING.VedrydeslgnparamerersandREADNOMSONTNISANDINCLUDEDMIrFI(REFERENCEPAGEMa-743] ..IWXO15BEFOREUSE assai �■a' Design valid for use any with MOek®cennectors. This design is based only upon parameters all and is for an individual building component, not a Voss system. Before use, the building designer must vent' the applicability of design peremelers and pmpery inceryonite this design into the overall i•�"a■q building design. Bracing indicated is to preventbuc,ling of individual trussweb androrchod members only. Additional temporary and permanent bracing KWIC is allays requited! for stability and M prevent collapse with possible personal injury and piopery damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI II Qual@y criteria, DSB-09 and BCS1 Building Compenerd 6004 Parke East Blvd. Sturayinlormation ava,lable from Tmas Plate InsWute, 21B N. Lee Street Swte 31g, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type O1y Ply THEVIINDSOR T16688499 M11392 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:18:54 2019 Page 2 ID _kfiGCA6bx7j2Syl HDXFw7ye3M-uDTG6sOHUBIZwk5jgpVCTGJuxDNe5e1 eRpCCKf2UScV LOAD CASE(S) Standard 1). Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert 1-3=54, 3-7=54, 7-9=54, 16-19=20 Concentrated Loads (Ib) Vert: 3=-147(B) 7=147(B) 15=-452(B) 13=40(B) 4=-90(B)10=-452(B) 22=90(B) 23=90(B) 24=90(13) 26=-90(B) 27=-90(B) 28=90(B) 30=90(13) 31=90(13) 32=90(B) 33=-40(B) 34=40(B) 35=-40(B) 36=40(B) 37=-40(B) 38=-40(B) 39=-40(8) 40=40(B) 41=40(13) ®WARNING-Vedyd.lgnpammMf .dREADNOTES ON MISANDINCLUDFDMITEKREFERENCEPAGEMl1-1n3rev. I"W015BEFOFE USE. Design valid for use any with MiTek® connecters. This design is based only upon parameters shown, and is for an individual building component, not �'' truss ss systemBefore use, Befouse, the building designer must verify the applicobiliy of design parameters and prepedy incaryorate this design into the overall buildingdesign. Saning indicated is to preventbuelding ofircividualtmseweb andforchord members only. Additional tempoary and permanenlbradng MiTek' is allays required for stability and to prevent collapse with possible pereonal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and leading of trusses and imss systems, see ANSIrrioll Quality Criteria, DSB49 and SCSI Building Colnponem 6904 Padre East Blvd. Safely Information available from Truss Plate Immune, N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3661a Job • Truss Trvss Type Oil Ply THE WINDSOR T16686500 M11392 J1 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:18:55 2019 Page 1 ID_kfiGCA6bx7j2Syl HDXFw7ye3KX.MPOeJClvfRQQXufvEWOR?UrEfds3pKmgTx9t6zUScU 1-0-0 3x4 = Scale = 1:6A LOADING (pat) SPACING. 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017)TPI2014 Matrix -MP Weight: 516. FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purling. BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=9/Mechanical, 2=1 18/0-8-0. 4=0/Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC.9), 2=140(LC 12) Max Grav 3=11(LC 17), 2=118(LC 1), 4=17(LC 12) 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=3.Opsf, h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(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 3-6-0 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 beefing plate capable of withstanding 41b uplift at joint 3 and 1401b uplift at joint 2. Walter P. Finn PE No.2263C MiTek ll$A;lne. FL Cett 681d (6904 Parke East Blvd. Tampa FL 33610 Drta: April 3,2019 ®WARNING. Vedydesignperamefem and READ NOTES On MIS ANDINCLUDEDMRENREFERENCEPAGENI.7473re f6'OL2ofs BEFORE USE Design wild for use only with MiTekS connectors. This design -is based any upon paramete ; shown, and is for an individual building component, not a was system. Before use, the building designer must vent, the applicability of design parameters and property incorporate this design into the overall buildingdesign. Bmdng Ndiwledistopreventbucklingofindividual WsswebanNoro cp membemonly. Additional temporary and permanent brodng WOW 1y, OW s always required for stability and to prevent collapse with possible personal injury and property damage. Forgenemiguidanceregandingthe fabrication, storage, delivery, erection and bracing crevasse and "as systems, sea ANS&TP/1 Quality Cdteda, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Siduylnfondagan available from Tmss Plate Insureds, 218 N. Lee Street. Suite 312, Alexandra, VA 223/4. Tampa, FL 36610 Job Truss Truss Type THEMINDSOR T76686501 M11392 J3 MONO TRUSS �Qty 8 [ty 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:16:55 Z019 Page 1 ID: _k6GCA6bx7j2Sy1 HDXFW7ye3KX-MPOeJC1viROOXufvEWOR7UrEYdgOpKmgTxgl6zUScU 3-0-0 141-0 3-0-0 Seale =1:9.4 3x4 = 3 0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vei -0.01 4-7 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight 11 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (It/size) 3=64/Mechanical, 2=173/0-6-0, 4=37/Mechanical Max Hom 2=85(LC 12) Max Uplift 3=54(LC 12), 2=147(LC 12), 4=-4(LC 12) Max Grey 3=64(LC 1). 2=173(LC 1). 4=50(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15N; B=70ft L=35ft; eavei Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 2-11-8 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 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 541b uplift at joint 3, 147 lb uplift atjoint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No32839. MiTek USA, Inb. FLCert B938 ,8904 Parke East Blvd. Tampa FL 3S610 Data: ADM 3,2019 ®WARNING-Vedydeslgn{aramere .dR DNOMS ON MISANDINCLUDEDrAREKREPERENCEPAGEMR-1C3mv. 1"=015BE1`OREUSE aaaa Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �aa a "as system. Before use, the building designer must verify the applicability of design parameters and prepeM Incorporale this design into the overall buildingdesign. among indieatedis to provenbudilingofirdividual bussweb andiarchord members only. Additional temporary and permanent bmong MiTek' is always required for stability and to prevent collapse Win possible personal injury and property damage. Forgenemlguidancoelgardingthe fabrication. stooge, delivery, erection and belong of Busses and Wss systems,see ANSI7ioll Duellry Coal DSB-B9 and SCSI Building ComPonmd 6904 Parke East Blvd. SafafyhM rm i available frem Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610- Job TrussTmss Type Ply THE WINDSOR Ti668fi502 M11392 JS MONO TRUSS �Qty 8 7 Job Reference o tional Gnamoers I mss, inc.. ron Vierce, rL 3.4 = Ve4u5 Uec azu to Ml I en nNUSuea. nit weu"" o ia., o.ou ao,a r.... ID: _ktlGCA6bx7j2Sy1HDXFw7ye3KK-rbal WY2XQIYH92EOoEXgYhOGnO2hYn5m7hiPYzUSCT LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) [[dell Lid TOLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.07 4-7 >863 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Ven(CT) -0.06 4-7 >964 180 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 Matrl%-MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Hoe 2=123(LC 12) Max Uplift 3=-104(LC 12), 2=177(LC 12), 4=-9(LC 12) Max Grav 3=115(LC 1), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All fortes 250(Ib) or less except when shown. Scale=1:12.7 PLATES GRIP MT20 2441190 Weight: 17 lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft, L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-8 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 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 1771le uplift at joint 2 and 916 uplift at joint 4. Waltei P: Finn PE Naz2839, 'MiT4k USA, Inc. FL Can Sam '69M Parke East SNSTempa FL 33610 Date: April 3,2019 ®WARMNG- Verhydesignpaamelwarantl READ NOTES ON TNISAND INCLUDED MrrE REFERENOEPAGEM1A7473 rev. 10'93/2015BEPOREUSE. ass Design valid for use only with Mil connedo s. This design is based only upon parameters shown, and is foran individual building component, not � Mil, a truss system. Before use, the building designer must vent' the applicability ofdesign parameters and property inoolp rate this design into the overall building design, Baring indicated is to buckling ofindivolual tassweb amber chord members only. Additional tempomry and pemanentbrecing MiTeW prevent is allays required for stability and to prevent collapsewith possible personal injury and property damage. Forgenemlguidancoregardingthe fabdoation, storage, delivery, ereclion and bating of musses and truss systems, see ANSVFPii QuelAy, orients, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdraty bdormadon available hornTmss Plate Immune. 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply THE WINDSOR T16686503 M11392 J7 MONO TRUSS 24 1 Job Reference c tional Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:57 2019 Page 1 ID: —kriGCA6bx7j2Sy1HDXFw7ye3KK-JOBPku29B3hBnDplWv5vxVWQSnHE"BnOGx_zUScS Scale: 3/4'=l' Plate Offsets (X Y)— 12:0-1-14 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Utl PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.47 Vert(LL) 0.17 4-7 >494 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -DA9 4-7 >447 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HDrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Hors 2=161(1-C 12) Max Uplift 3=153(LC 12), 2=-211(LC 12), 4=12(LC 12) Max Grav 3=165(1-C 1), 2=315(LC 1), 4=125(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - A t forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structure) wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.20sf; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2).-1-0-0 to 2-6-0, Interior(() 2-6-0 to 6-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 It uplift aljoint 3, 211 Ib uplift at joint 2 and 12 lb uplift at joint 4. Walter P. Finn PE Na3283B; MiTek USA,Ide. FL Cost 66M 16904 Parke East Blvd. Tampa FL 33610. :Date:. April 3,2019 ®WARNINO-Vergydesignparameregaad READNOMONWISANDINCLUDEDMREKREFERENCEPAGEM11.74J3rev.100=015SEFOREUSE Design valid for use onyvdln MiTek® connectors. This design is based only upon parameters sham, and is far an individual building component. not a truss system. Before use, Me building designer must very the applicability of design parameters and properly incorporate this design into Me overall building design. among ipdicxled is to prevent budding of individual truss web and/or Gmrtl members only. Additional temporary and permanent bracing MiTek• is always required for slabiliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and loading of Musses and truss systems, see ANSM11 Quality CdMNa, DSB49 and BCS/ Building Component 6904 Pane, East Blvd. Sa/eylnrormorion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Cy Tifi686504 M11392 KJ7 MONO TRUSS 4 [ly 1 �THEWINDSOR Job Reference (optioned) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MITek Industries, Inc. Wed Apr 3 10:16:67 2019 Page 1 ID_kfiGCA6bx7j2SyiHDXFW7ye3KX-Jo8Pku29B3h8nCplLx2v5vx2mDVpHBb48nDGx zUScS Scale = 120.6 3x4 = ",•, " 5 3x4 = 6A-12 TT9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 7-10 -999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.26 Vert(CT) -0.08 7-10 >999 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.24 HOm(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 381b• FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS - 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=37910-11-5, 5=461/Mechanical Max Ham 2=192(LC 8) Max Uplift 4=131(LC 8), 2=262(LC 8), 5=-238(LC 8) Max Gmv 4=156(LC 13), 2=379(LC 1). 1 1(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - A t forces 250 (lb) or less except when shown. TOP CHORD 2-3=838/366 BOT CHORD 2-7=-487r798, 6-7=487/798 WEBS 3-7=0/307, 3-6=920/561 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6R; 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 otherlive loads. 3) - This truss has been designed for a live load of 201 an the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will 8t 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 heading plate Capable of withstanding 131 is uplift at joint 4, 2621b uplift at joint 2 and 238 Is uplift at joint 5. 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 (plf) Vert 1-2=54 Trapezoidal Loads (plf) Vert 2=0(F=27, 13=27)-to4=133(F=39, B=-39), B=O(F=10, 8=10yto-5=49(F=15, B=-15) Waller P. Finn PE'No22939. MiTok USA, tic. FL Cod 9834 6904 Parka East BIvd.Tampa FL 33610 Date: April 3,2019 ®WARMNa.VerydealgnparemaMraand RE MOMS ON MIS AND/NCLUDWMITIXREFERENCEPAGEMII.147]rev. INOM0I56EFOREUSE Design valid far useany with MRek®conlisax This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the balding designer must very the applicability of design parmeters and proper, incorporate this design into the overall building design. Bracing Indicated is to prevent buWing of individual truss web andcir chord members only. Additional temporary and permanent bmdng MiTek' is always repairedforstahirt, and to prevent collapse Wth possible personal inlury antl property damage. For general guidance regarding Me labdaegon, storage, degvery, erection and bracing of Musses and Muss systems, see ANSI/rPlf Costly Creole , DSa4I9 and SCSI Building Component 6904 Parke East gild. SoreylnformoUan available from Tmea Plate Institute, 219 N. Lee SMueL Suds 312, Alexandra, VA22314. Tampa, FL U610 Symbols PLATE LOCATION AND ORIENTATION 3/ " Center plate on joint unless x, y —01 14-14 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �';T1fi r I For 4 x 2 orientation, locale plates 0- yid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 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 th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4"8 I dimensions shown o isixteenths Ill (Drawings not to scale) 1 2 3 TOP CHORDS of O U a O Cl ir O 2 U Q. O I — JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved mm W1 6 MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10103/2015 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 SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tar I bracing should be considered. 3. Never exceed the design loading shown and never stack materials an inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear lightly 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 ANSUTPI 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 pudins 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. 1S. 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. 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 wilh ANSUTPI 1 Quality Criteria.