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TRUSS PAPERWORK
�� JUN 2 0 2019 MiTek® FILE CO�� �`�Z�� C;, s� RE: M11392 MiTek USA, Inc. THE WINDSOR 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Customer: Wynne Dev Corp Project Name: M11392 SCANNED Model: 71 Carlton 3 Bedroom Rear Porch Address: unknown Subdivision: BY City: St. Lucie County State: FL St. LucieCoun$V 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T16686490 a 4/3/2019 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 7 T16686496 ata 4/3/2019 8 T16686497 b 4/3/2019 9 T16686498 bha 4/3/2019 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 k17 4/3/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision 111"'r based on the parameters provided by Chambers Truss. ```0III �'(trFi P Fj �i� P.•'......• Truss Design Engineers Name: Finn, Walter : v�C.E N SF My license renewal date for the state of Florida is February 28, 2021. �� Florida COA: 6634 No 22839 •� IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were % 9 :• STATE OF : �/ 11 O given to MiTek. Any project specific Information included is for MiTek file into in 0 ,p ��• O P • customers reference purpose only, and was not taken account the preparation of MiTek has independently R 1 \��� these designs. not verified the applicability of the design parametersbuilding. Before building r ty any houdvedry appliabil of desnparametersanpropely incorpoae thesdesigns S40N00 �1 into the overall building design per ANSI/TPI 1, Chapter 2. Walter P.Rnn PE N0.22639 MiTek USA, Inc. FL Cert 66M 6904 Parke Fast Blvd. Tampa R. 33610 April 03, 2019 n Mn' I of I Finn, Walter Job• Tress Truss Type Oty Ply ' T16688490 M11392 A HIP 1 1 �THEWNDSOR Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:1 SAS 2019 Page 1 ID:_kfiGCA6bx7j2Sy1 HD%Fw7ye3KK-1516o6uNUlw752lc%7ocWyM5YnfBOh BOwci WRozUBcg 6-10-74 14-11-0 20-2-13 26-0-0 20-1-2 35-0-0 36-0{I 1-0-0 6-10.14 2-1-2 S-H-0 53-13 Sg3 2-1-2 6-10-14 -0-0 "31 4xB = 4.00 12 2x3 II 3x6 = 04 = 4xB = 2x3 // Scale = 1:60.5 to 1a 3x4 = 3x4 = see = 6xB = 3x4 = 3x6 = 3x4 = 3x5 = 9-0-0i 14-11-1 20-2-13 26-0-0 2 -1 9-0-0 5.11, 53-13 5-93 9-0-0 Plate Offsets (X Y)— [2:0.0-14 Edge1 [4:0.5A 0-2-01 [8:0-5-0 0-2-01 [I O:0.0-6 Edoe] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(L-) 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 Incr YES WB 0.94 Horz(CT) 0.03 10 n/a ma BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 161 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 Be M 30 BOT CHORD 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 Uplift 2=235(LC 12), 15=-1439(LC 12), 10=-799(LC 12) Max Grav 2=467(LC 17). 15=1596(LC 1), 10=685(LC 22) FORCES. (fig) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=639/108, 34=-396/0, 4-5=-9671776, 5-7=9671776, 7-8=454/938, 8-9=1009/1884, 9-10=1265/2154 BOT CHORD 2-17=01652, 15-17=0/430, 14-15=-704/454, 12-14=-1586/938, 10-12=-197111174 WEBS 3-17=372J461, 4-17=-272/451, 4-15=1087/1002, 5-15=336/386, 7-14=766/399, 8-14=-5801997, 8-12=958/447, 9-12=358/600,7-15=-1329/2190 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 4-5-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been wnsidered for this design. 2) Wind: ASCE 7-10: Vu11=165mph (3-second dust) Vasc=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=70ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Extedor(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0.0, Extedor(2) 26-0-0 to 30-11-6, Inlenor(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 pending. 4) This truss has been designed for a 10.0 psf bottom chard live load nenconcurrent 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 tal I 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 236 lb uplift at joint 2, 1439 lb uplift at joint 15 and 79916 uplift at joint 10. Walter P. Finn PE N022839. MiTek USA, Ina. FC Certes34 16904 Parka Ent BIvd.Tampa FL 33610- Date:- April 3,2019 ®wABMNO-V.4y, oWgnpoamefeaand READNOMS ON MIS ANDINCLUDEeMrtEKpEPEBENCE PAGE W-7423hox 10034201SBEF0RE USE Design valid for use only wh MRek® oennecloa. This design is based only upon parameters shown, and is for an individual building eomponent, not �1• a wss system. Sahara uae, the building designer must vent' the applicability of design parameters and vernally inoarpoate this design into the overall buildmgdesign. BmdnghdiwtedislcpmvenlbueklingofindmdualwssxebanNortloMmembemony. Additional tempoary and permanent housing MiTek' is ahwy. remared foratablity and to prevent calapse wM possible personal injury and properly damage. Forgeneral guidance regarding the fabrication, storage deliwry, eredion and bating of busses and truss systems, see ANSI/fPN Duality Criteria, DS949 and BM Building Componant 6904 Parke East Blvd. Sarerylnlmmotion available ham Trees Plate Insgtule, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type pry Ply THE WIN T16686491 Ml 1392 Al SPECIAL 1 1 Joh Reference (optional) unamoers I russ, Inc., ron Fierce, IL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:44 2019 Page 1 ID:_kftGCA6bx7j2Sy1HDXFw7ye3KX-BIsU7Su7F32_jCKo5)K( guFOBuX19198Gn4 EzUSef 1-0-0. 8-6 11-0-0 14-9-0 19-0-14 24-0-0 274-7 3541-0 6-0 -0-0 8.6-0 2-0-0 3.9-0 4-11-14 4-3-2 3-0-7 ]-7-9 -0-0 4.00 12 pvG '\ 5se = 2x3 II 3x4 = 5xe MT18HS = 21 5 6 22 7 Scale = 1:61.3 13 " 3x6 = 3x5 = 5x8MT1BHS = 3x12 = Up FIT 1D-0-D I 14-9-0 z44i&:B 35-0-0 10-0-0 b9-0 41n.fi_8 Plate Offsets (X,Y)— f2:0-0-2.Edge] 17:0-0-0 0-2-3] 19:0-1-15 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.75 11-12 -563 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.21 11-12 >348 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.35 9 Na We BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight 155 Is FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 - BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Holz 2=117(LC 10) Max Uplift 2=825(LC 12). 9=825(LC 12) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3209/2102, 34=3006/2024, 4-5=3022/2080, 5fi=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=1034f712, 6-11=373/892, 7-11=897/1523, 8-11=-404/435 Structural wood sheathing directly applied or 2-7-7 DC puffins. Rigid ceiling directly applied or 2-2-0 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; hot 5ft; B=70ft L=35H; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-0-0 to 2-&0, Intenor(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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This 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 joint(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 atjoint2 and 825 lb uplift at Joint 9. WalterP. Finn p,E'l.•o.22839, MiTek USk b(c. FL C446674 !6904 Parke East Blvd. Tampa FL 33610 Data:. April 3,2019 ®WARNING -Vary dealgnpenmetea end READ NOTES OM MIS AND INCLUDES MRFI(REFERENLEPAGEMII-74T3mw. 1N43Rafa BEFOREUSE. Design valid (cruse only Win Ml connectors. This design is based only upon parameters shaven, 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 building design. among indicated is to prevent buriJing of inchodual buss vies andlor chard! members only. Additional temporary and permanent Indng MiTek' Is aAvays required arstebiliy and to prevent collapse with possible personal injury and property damage. Forgeremlguidanceregardinglhe fabricator, storage, deliveryry erection and baring of busses and buss systems, see Juan PIf Quality Crede,DSB-69 and SCSI Building component Solisfyouse 6904 Parka East Blvd. ntalose amid Is ham Truss Plate Insttule, 218 N. Lea Stray. Suite 312, A!e..m1d., VA 223l4. Tampa, FL 36610 Job Truss Truss Type Cry Py T16686492 M11392 A2 SPECIAL 1 7 =optional) Chambers Truss, Inc., 1-0.0 Fort Pierce, FL BE-0 3-0-0 149-0 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:45 Zulu Page 1 ID: kfIGCA6bx7j2Syl HD%FW7ye3I0(-NDsDnveONArLMv_e0r4bNRPdbESUbsJNvWdWhzUSce 22-00 27-4-7 35-00 38-04) 1 0-0 8E-0 I -8-0 t-9 I -7-94 7-3-0 5-0-7 7 -0-0 Scale = 1:61.3 5x6 3x4 = 5x8 = 4Da 12 4 21 5 22 6 n' on v "' 12 3x4 — 5x8 = 3x12 5x6 = 2.00 12 10-0-0 14-9-0 22-0-0 24E-8 35-0-0 to-0-0 i 4-9-0 7-3-0 I 2.6-B 105E Plate Offsets IX Y)— [2'0.D-6 Edce][6:0-0-0 0-2-3] [S:D-1-15 Edne) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lox) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ver(LL) 0.72 10 >585 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9410-19 >447 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 8 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 160 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structure[ wood sheathing directly applied or2-6-15 on; pudins. BOT CHORD Rigid wiling directly applied or 2-2-0 Oc bracing. REACTIONS. (Ib/size) 2=1349/0-e-0, 8=1349/0-8-0 Max Hoe 2=136(LC 11) Max Uplift 2=825(LC 12), 8>825(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3211/2064, 3-4=3017/1998, 4-5=-2580/1800, 5E=3379/2225, 6-7=-5242/3250, 7-8=5759/3665 BOT CHORD 2-13=1847/3008, 12-13=1403/2418, 11-12=15522629, 10-11=1990/3441, 8-10=-3410/5485 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 We loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh, h=15ft; B=70ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., 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 S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Fondling. 4) All plates are MT20 plates unless Otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncurent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TP11.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 P.E No.228W MiTek VISA Idle. FL Celt 66U ffi904 Parke Ent Blvd. Tampa FL 33610' Oete: . April 3,2019 ®WARNINO- Varlrydeargnparamerera ondlWAD Noma; ON MIS ANDIMMUDED MrtIX REFERENCEPAGEMR-7173 rev. 1"312015BEFOREUSE Design valid for use only with MiTeke menectors. This design is based only upon parameters shown, and is for an individual Wilding component, not a buss system. Before use, the building designer must vent' the applicability of design parameters and properly incorporate No design into Me overall buildingdesign. BmdnglndiwtedistoprevenlbucMlingofm6vidualMsswebanNorMordmembemony. Additional temporary and permanent loading MiTek' is always required for stability and to prevent colapse laity possible personal injury and property damage. For general guidance regarding Me Islander. storage, delivery, erection and bracing of Mesons and Was systems, see ANSWRI Quality (Idled, DS6-89 and BCSI Building Component 69d4 Parke East BIM. Saferylydotnetlun available W mTmss Plate Institute, 218 N. Lee Street, Suila 312, Alexandra, VA 22314. Tampa, FL 36610 Job • Truss Truss Type pry Ply THE WINDSOR ' T76686483 M11392 A3 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:46 2019 fl 4,f1f) 12 5x6 = 4x5 = 14 13 3x5 = 2x3 II 5,6 = 3x12 2.00 12 85-0 I 14-9-0 I 20-0-0 I 2455 I 35-0-0 Bb-0 63-0 53-0 4E-8 105-8 Scale=1:62.3 11J Plate Offsets MY)— (2:0-1-6Edpel [3:0-3-0 Edge) (8:0-3-0 0-3-47 19:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.73 11 >572 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.97 11-20 >432 180 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.83 Horz(CT) 0.36 9 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 160 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or2-6-15 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 0o bracing. WEBS 1 Raw at midpt 7-12 REACTIONS. (Ib/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Hom 2=155(LC 10) Max Uplift 2=825(LC 12), 9=825(LC 12) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(I1h) 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, 8-9=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, 7-1 1=1 072/1939, 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.Opsf; h=15ft; B=70f ; L=35ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-6-0, Intamor(1) 2-6-0 to 36-0-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(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 lb uplift at joint 9. Walbi P. Finn PE No.2283B MITak USA,hhc FCCed e8U ;69U Parka East Blvd. Tampa FL 33610' :Data: - April 3,2019 ®WARNIND-VeMy design Paremmen and READ NOTES ON MIS MD INCLUDED hIMEK REFERENCE PAGEMd-7M rev. ia'O.V1015BEFORE USE ' Design valid for use only with Mge'a® connectors. This design is based only upon parameters shown, and is for an Indlddual building component, not 8 truss system. Before use, the building designer must vent' the applicability of design parameters and properly Incorporate Nis design into the overall buildingdesign. Bmcingindicatedistomwntbuck gafhdividualbusswebanNordoMmembenony. Additional temporary and permanent bradng MiTek• is ahvaysrequired for stability and to prevent Collapse with possible personal injury and property damage. ForgeneralguiEancaregandingthe fabrication. storage, delivery erection and beading of trusses and truss systems, see ANSI/rP/f Quality Crdeds, DSB49 and SCSI Building Component Sayeryrnfammuffen 6904 Parka East Blvd. available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Oty Ply THEVVINDSOR ' T16686494 M11392 A4 SPECIAL 1 1 Job Reference a Clonal Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries. Inc. Wed Apr 3 10:18.47 2019 Page 1 I D:_KiGCA6bx7j2Syl HDXFw7ye3KX-bsYdeTmY_OZaf2NmrtaoWmCOwdyTccgD?kaZzUSa i1-0-0 B6-0 i 149-0 17-0-0 1�&0� 146B �2747 {- 35-0-0 36-cl �-0 86-0 6-3-0 2-3.0 1-0-0' 666 2-9-15 7.7-9 -0-0 4.00 12 5x6 = 4x6 = 2x3 II 6 7 16 15 6xlo Us = 2x3 II 5x8 = 2.00 12 86-0 14-9-0 1 18-0-0 1 24E-8 35-0-0 Scale = 162.3 3x12 = 86-0 163-0 3-M 66-8 106-8 Plate Offsets (X Y)- (2:0-1-6 Edge](9:0-3-0 Edge] ry 1:0-1-15 Edge] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d .PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.80 13 >528 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.05 13 >400 180 MTI8HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.98 Horz(CT) 0.39 11 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Mabix-MS Weight 1721la FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-14 DC 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=1349/0-8-0 Max Horz 2=175(LC 10) Max Uplift 2=825(LC 12), 11=-825(LC 12) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 gi 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=-1776/3045, 14-15=1117/2168, 13-14=2920/5154, 11-13=3232/5441 WEBS 3-16=0/334, 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=1511; B=70ft L=35ft eave=5ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-6-0, Interior(1) 26-0 to 36-0-0 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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 ANSli 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 825 lb uplift aljoinl2 and 825 lb uplift at joint 11. Walter P. Finn FENo.73838; MTTek USA, Ire. FL CartSl 16904 Padre East Blvd. Tampa FL Will Data: April 3,2019 ®w—uhh - Vedlydeslgnpartionalersand READNOTES ON MIS ANDINGLUDEDMREKREFERENCEPAGEM67V3M.. 101MV2015BEFOREUSE Design valid for use only with MTek® wnnedors. This design is based any upon parameters shown, and is for an individual buildng component, not a buss system. Bell use, the building designer must verify the appin ability of design parameters and pmpery incorporate This design into the overall buildingdesign. BndngindiwtedistoMwntbucMl gofindindualWssvmbanNard,ordmembmsonty. Additional temporary endpermanentb,aced MiTek' is always required for stability and to prevent coliepsewith possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bndng of Musses and Muss systems, see ANSVTPN Oualdy, creeds, DSB-69 and BOS1 Bullding Oaseponerd 6904 Parke East Blvd. Se/eylMormedan available from Tuns Plate Installs,218 N. Lee Street, Suite 312,Mexandda,VA22314. Tampa, FL W610 Job - Truss Truss Type Dry Ply THE WINDSOR T76888495 M11392 A5 SPECIAL 16 1 Job Reference (optione0 Chambers Tress, Inc., Fort Pierce, FL �1 8.240 s Dee 6 2018 MTek Industries. Inc. Wed Apr 310:18:482019 Scale=1:60.3 5x8MT18HS II 4.00 i2 14 13 3X5 = W II 5x10 = 3x12 = 2.00 12 Ixi=r1 14-9-0 246-8 35-0-0 86i1 6-3-0 9-96 106.8 Plate Offsets (%,Y)— f2:0-1-6,Edge), f8:0-3-0,Edpe) f10:0-1-15.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.80 12-13 >526 240 MT20 244/190 TOOL 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 Horz(CT) 0.36 10 n/a n1a BCDL 10.0 Cade FBC2017/7PI2014 Matnx-MS Weight: 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. 1-4,8-11: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Raw at midpt 6-12 WEBS 2x4 SP No.3'ExcepV 6-12: 2x4 SP M 30 OTHERS 20 SP No.3 REACTIONS. (lb/size) 2=134910-8-0, 10=1349/0-8-0 Max Horz 2=179(1_C 10) Max Uplift 2=825(LC 12). 10=825(LC 12) FORCES. (Is) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-323/388, 9-12=-321/396 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=709; 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, Intenor(1) 2-6-0 to 17-6-0. Exterfor(2) 17-6-0 to 21-0-0, Intertor(1) 21-0-0 to 36-D-0 zone;C-C for members and farces 8 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 par 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 bottomchord and any other members, with BCDL = I O.Opsf. 6) Bearingat joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 La uplift at joint 2 and 825 ID uplift at joint 10. Waltai P. Finn PE Nb.271138. MITek USA, Inc. FL Celt 6634 ;6904 Path East BNB Tampa FL 33610 Dale:. April 3,2019 ®wARNIND-VedrydeargnpommerersendRE4DNOTES ON MIS/WDINCLUDB)MTPXREFERENCEPAGEMII.1413mv. 1WM016BEFOREUSE Design valid for use only with MTek® connectors. This design is based only upon parameters Shawn, and is for an individual buiidng component, not a truss system. Before use, the building designer must writ' tits applicability of design parameters and properly incorporate Pb design into the overall buildogdesign. Bracing indicatedis to preventbuckling ofindvidual russwebandforchord members only. Additional temporary and permanent trading MiTek• is always sequined for stability and to prevent collapse Wth passible personal Injury and property damage. Far general guidance regarding one fabrication, storage,delivery. erection and trading of trusses and bass systems, see ANSIrrelf Quality Cmede,DSB-B9 and Best Building Component 6904 Parke East Byd. Sehblrrlormatron available fiam Tmes Plate Ineglate, 218 N. Lee Street, Suke 312, A1exancda, VA 22314. Tampa, FL 36610 Job • Truss Truss Type THE WINDSOR T16fi86496 M11392 ATA COMMON �Qty 5 �Ply 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dee 6 2018 Mi Industries, Inc. Wed Apr 3 10:18:49 2019 Page 1 ID_KiGCABbx7j2Syl HDXFw7ye3KK-YFfN29y84bgHpzCmtGvi mDcOjCfJOTguIXUdBzUSw 1-0-0 8-0-0 1 W I 174i-0 22-0-0 26-0-0 ,-1 35-0-0 afi--0-Q 1-0-0 8§9 4-7-0 4-7 0 4-7-0 4-7-0 84-0 Scale = 1:59.5 4.00 12 4x5 = 17 .- 15 14 12 side = W II 4x5 = Us = 2x3 II 3x6 = US = 44 = 1 6-0-0 1 12-11-0 1 22-1-0 I 26-0-0 1 35-0-0 6 41 4-7-0 9-2-0 4-7-0 11Ln Plate Offsets (X,Y)- [2:0-0-2 Edge] U10:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/de0 L/d 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) -0.64 14-15 >652 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.13 10 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight 1661b FT = 0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-S-0 Max Ho¢ 2=179(LC 10) Max Uplift 2=775(LC 12), 10=-775(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) 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=-1739/3188 WEBS 6-14=560/968, 9-14=681/524, 6-15=560/988, 3-15=681/524 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=15%; B=7011; L=35f1; eave=6N; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-0-0 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 farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.016 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 psf bottom chord live load noncencurrenl with any other live loads. 5) ' This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at Joint 10. Walter P. Finn FE N0.22839 MiTek USA, Inc. FC CM 6634 i Parke East BlveL Tampa FL 33610 Data:' April 3,2019 ®WARNING- Vanyde419apammerenendRE4DNOMS ON MISANDINCLUDFOrRFEXNE ENCEPAGEMII.7413mv. IWOW015BEFOREDSE Design valid for use only ailh MiTek® connectors. Tbis design is based only upon parameters sham, and is for an individual building component not a Wss system. Before use, Me building designer must vent' Me applicability of design parameters and propedy Incorporate Nis design Into Me overall buildingdesign. Bracing scirated is to prevenibuok4ngofindividual tmssmb anNorchord members only. Additional temporary and permanent bracing WOW is ahpeys regumd for stability and b prevent collapse mh possible personal injury and property damage. For general guidance regarding the fabdeatan, storage, delivery, erection and trading of busses and buss systems, see ANSWPH Queen, criteria, DSB-19 and Bmil Building Component 6904 Parka East Blvd. SMaltylnlermation available bum Truss Plata Institute, 218 N. Lea Sbeet Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Cry Ply THE WINDSOR ' T16686497 M11392 B COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:51 2019 Page 1 ID:_kfGCA6bx7j2Sy1HDXFw7ye3KX-Uen8Tr PcDw_3HMB?hyVrehWA?QSuN?BlmxjKzUSeY 1-0-0 835 I 1411 1711 I 21-0-0 263-11 35-0.0 q6-0-q 1-0-0 835 Sri-11 36-0 3S-0 SA-17 83-5 -0-0 �1 Scale = 1:59.3 4.00 12 34 = 3x4 = 2.3 II 3x6 = 3x4 = 3x4 = 3z6 = 2X3 II 3x4 = 83-5 14-0-0 2141-0 263-11 35-0-0 8-3-554L11 7-0-0 S4L11 I 835 Plate Offsets (X,Y)— [2:0-2-6,Edgel, r6:0-3-0,Edgel, r10:0-2-6,Edael LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) /dell Utl 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) -0.24 17-20 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 10 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1491h FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pulling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc tracing. WEBS 2x4 SP No.3 REACTIONS. All bearings D-8-0. (lb)- Max Horz 2=179(LC 10) Max Uplift All uplift 10016 or less atjoint(s) except 2=371(LC 12), 15=-453(LC 12), 14=453(LC 12), 10=371(1_C 12) Max Grav All reactions 25016 or less atjoint(s) except 2=602(LC 1), 15=844(LC 17), 14=840(LC 18), 10=602(LC 1) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 260 (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 for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; B=70fk L=35tt; eave=5ft; Cal II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-0-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0, Intedor(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 psf bottom chord live load noncencursent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 Ib uplift at joint 2, 453 Us uplift at joint 15, 4531b uplift at joint 14 and 371 lb uplift atjoinl 10. Walter P. Finn PE No.37839. MiTek USA, Ibb. FL Cod 6634 :6904 Parke East Blvd. Tampa FL 33610 Dale: April 3,2019 ®WARN/NO-VerlrytlesrgnperamefemandR DNOTES ON TNISANDINCLBDEDMREKREFERENCEFAOEMII.7473... 101dS2015BEPoREUSE assass Design valid (.,.,a onlywith MITesS connectors. This design is based any upon parametem she=, and is for an individual building component, net ��• a truss system. Before use, the building designer must verily fine applicability of design parameters and propedy Incorporate this design into the overall build'ngdesi9n. Bracing adicatedis to preventbuckling ofindMdual trusswebanNorchuN members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and erasing of trusses and buss systems, see ANSM11 Quality creeds,DSB-09 and BCSl Building Component 6904 Parka East Blvd. SsloW IMarmadon available ham Truss Plate Ins9tute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job- Truss Truss Type Dry Pry THE WINDSOR ' T1668649B M11392 BHA BOSTON HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:52 2019 Page 1 10 _k6GCA6bx7j2Sy1 HDXFw7ye3KK-ygLMB?I MW2rgRxLZOTkOrEfFPjAdpvL_V1VGnzUScX 15E-0 21 6-0 13£4) 1 0 17-0-0 0-0-240 2-0 214OOSz-0-0 23-0 3&-0-00-0 710 12 741-0 -0.0 Scale = 162.4 3X4 = 4.00 12 4x4 = 3x5 55 9 54 8 5x12 =53 4 6 3 Is 52 �S 35 42 57 15 58 17 55 1259 43 34 44 33 45 46 47 3x6 = 6x8 = 20 60 22 3z6 3x4 2�1 5x12 26 1v9 1 23 . 627 48 32 49 31 50 51 30 6x8 = 3xi = 4-0-0 2 7I 28-0-0 375-0-0-007-0-0-0 282 ® 9 N N 1� e 3x4 = Plate Offsets (X Yl- f3:0-64 0-1-121 (32'0-3-8 0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 VeN(LL) 0.13 35-38 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.163548 1999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 28 n/a its BCDL 10.0 Code FBC20177TPI2014 Matdx-MS Weight 20816 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purling. BOT CHORD 2x4 SP M 30 - BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-33, 27-32 JOINTS 1 Brace at Jt(s): 11, 19, 16, 7, 23 REACTIONS. All bearings D-B-O. (to)- Max Hou 2=179(LC 7) Max Uplift All uplift 1001b or less atjoint(s) except 2=565(LC 8); 33=1269(LC 8). 32=1017(LC 8), 28=434(LC 8) Max Grav All reactions 25016 or less atjoint(s) except 2=812(LC 17), 33=1825(LC 1). 32=1529(LC 1), 28=626(LC 1) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1692/1103, 34=105/259, 27-28=11297710, 3-5=441/520, 5-7=436/514, 7-10=436/514, 10-11=-436/514, 11-13=436/514, 13-16=436/514, 16-18=-436/514, 18-19=436/514, 19-21=382/412, 21-23=382/412, 23-25=-382/412, 25-27=3B7/418 BOT CHORD 2-35=93911572, 33-35=909/1484, 32-33=382/400, 30-32=575/1004, 28-30=568/1039 WEBS 3-35=-1911649, 27-30=0/451, 3-33=2090/1523, 11-33=810/782, 19-32=7727745, 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, h=15ft; B=70ft; L=35ft; eave=6fl; Cal II; Exp C; End., 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 24 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil fit between the bottom chord and any other members. 7) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 56516 uplift at joint 2, 1269 lb uplift at joint 33, 10171b uplift at joint 32 and 434 Ib upliN at joint 28. 8) Graphical purlin 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 provided sufficient to support concentrated load(s) 26516 down and 381 Ib up at 7-0-0, 158 Ib down and 206 Ib up at 9-0-12, 15816 dawn and 206 Ib up at 11-D-12, 150 to dawn and 206 Ib up at 13-0-12, 158 to down and 206 Ito up at 15-0-12, 156 Ib down and 206 lb up at 17-0-12, 1581b down and 2061b up at 17-114, 158 Ib down and 206 Ib up at 19-114, 158 Ib down and 206 Ib up at 21-114, 158 Ito down and 206 lb up at 23-114, and 158 lb dawn and 206 Ib up at 25-114, and 15816 down and 206 Ib up at 27-114 on top chord, and 3731b down and 236 Ib up at 7-0-0. 69 Ih down at 9-0-12, 69 IC down at 11-0-12, 69 Ih down at 13-0-12, 69 Ib down at 15-0-12, 691b down at 17-0-12, 69 Ib down at 17-114, 691b down at 19-114, 69 Ib down at 21-114, 69 lb down at 23-114, and 69 Ib down at 25-114, and 69 Ib down at 27-114 on bottom chard. The design/selection 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). Waller P: Penn Pik NoM039. -MiTek USA; Ina FL C8rt 6634 :6904 Parke East Blvd. Tampa FL'33610 D9le: April 3,2019 LUAU UADCle) n ar READNOeES ANOINCLUaE0M/7 RNING.Vetl Fl(REfFRENCEPAGEMIId47Jrev. 10'03I2015BEROREUSE ®WA yt/Min leeWomand valid for use any Miele This design is based any upon parameters to n, and for individual building component, not can isbase a truss e,lh i signer s in a truss system. Bgracigin Nebuilding designermust NeapPltruss p endear parametersand ply. tem thisdesignaidninto Neoverall alwaysding to nt a rlimtlmembers Additional omrygadpgtre, nt6rvcing galossible bury MiTek' is regarding Na is atsays required and N prevent collapse WM personalan mage.y.r generalguidance for saiilityadtcated oprvent syste s, seentl property damage. Far gercre ,stdelivelliy CHreda, OSB-88 antl BC51 Building component fab4aation,storage,tivailablemdionans bradngotute,21 and creams, D 89 bmvng" asses and trues es ANSI�Alexandra, East Blvd. SahrylnldrmaBon available framTrvss Plate InsSWta, 216 N. Lea Street, 6u4e 312, Alexantlea, VA 22314. eeStreet, Suite 214. T6904 ampa, FL Tampa, FL 36610 Job Truss Truss Type Dill Pry THE WINDSOR , ' T16686498 M11392 BHA BOSTON HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8,240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:53 2019 Page 2 ID:_kfiGCA6bx7j2SylHDXFw7ye3KK-DOwuX? 7gAilaVVX65_zw3mgy3PMG9UD9S2oDZUScW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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(1`) 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=118(F) 61=118(F) 62=118(F) 63=118(F) ®WARNING- VerMydeslgnparamerers antl READ NOTES ON MIS AND INCLUDED M?FX REFERENCEPAGEMII-747.t rev. 1010=015BEFORE USE Design valid for use ony with MiTek® corridors. This design is based only upon parameters shove, and is for an individual builGng component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate she design into the overall buildingdesigo. Braangallocatedistoprevent bucMingof individual hose webanNorchord members only, Addderaltemporary and permanent Imang MiTek' is alvrays required for ctadlity and m prevent collapse will possible personal injury and property damage. For general guidance regarding the fabricated, storage, delivery, erection and brides of trusses and buss systems,see ANSIRPll 0uafiy Criteria, DSB-89 antl Best Building Component 6904 Parke East Blvd. Sefeylnio rs ation available wom Tmss Plate Institute, 218 N. Lee Sweet, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE WINDSOR T16686499 M11392 GRA HIP 1 1 Job Reference (Optionaq Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:18:54 2019 Page 1 ID: kfiGCA6bx7j2Syl HDXFW7ye3KX-uDTG6sOHu81Zwk5jgpVCTGJuxDNe5el eRpCcKfzUScV 4-11-0 261-56-z2 1 835-0Ii-0 77-2 17-11.0 -0 7-0-0 -0-0 5x12 MT18HS = 4.00 12 3.5 I 3x6 = 4x8 = 3 22 23 24 25 4 26 27 5 28 629 30 31 3x4 = 2x3 11 3x6 = 5x14 = 6 6-2 3x4 = 4x6 = [-S3E1 Scale = 160.3 83341IEB Plate Offsets (XV)— [3:0-9-0 0-2-8) [6:0-3-8 0-2-0) [7:0-5-4 0-24] [13:04-0 0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 10-21 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3010-12 >812 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 153 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP ND.3'ExcepV 4-13: 2x6 SP No.2 REACTIONS. (lb/Size) 2=750/0-8-0, 13=322310-8-0, 8=1225/0-8-0 Max Ho¢ 2=78(LC 6) Max Uplift 2=-448(LC 8), 13=2442(LC 8). 8=-1159(LC 8) Max G2v 2=755(LC 17), 13=3223(LC 1), 8=1225(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 cc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-8 cc bracing. WEBS 1 Row at midpt 6-13 2 Rows at 113 pts 3-13 FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) 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=1591733, 3-13=2917/1869, 4-13=848/801, 6-13=3504/3050, 6-12=430/666, 7-12=9401731, 7-10=489/690 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=701L L=351L eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) *This truss has been designed for alive load of 20.0psf on the bottom chord in al I 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 115916 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 32916 up at 7-0-0, 90 Ito down and 155 to up at 9-0-12, 9016 down and 155 Ito up at 11-0-12, 90 Ib down and 1551b up at 13-0-12, 90 Ib down and 155 It, up at 15-0-12, 90 It, down and 155 lb up at 17-0-12, 901b down and 155 Ib up at 17-114, 90 lb down and 155 It, up at 19-114, 90 It, down and 15516 up at 21-114, 90 Ib down and 155111 up at 23-114, and 9016 down and 155 Ib up at 25-114, and 20316 down and 329 Ib up at 28-0-0 on top chord, and 452111 down and 2631b up at 7-0-0, 63 Illy down and 316 up at 9-0-12, 63111 down and 3 It, up at 11-0-12, 63 Ito dawn and 3 It, up at 13-0-12, 631b down and 3 to up at 15-0-12, 631b down and 3 It, up at 17-0-12, 63 It, down and 3Ib up at 17-114, 63 lb down and 31b up at 19-114; 63 Ib down and 3Ib up at 21-114. 63 It, down and 3 Ib up at 23-114, and 63 Ib down and 3 It, up at 25-114, and 452 lb down and 263 It, up at 27-114 on bottom chord. The design/selection of such connection device(s) is the responsibility clothiers. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P: FinrtPE NOZ'939. MiTek USA,Ine. FLCad 881d .'6804 Parke East Blvd. Tampa FL 33610 Date April 3,2019 ®WARNING -Verily diedght a2mefersand READ NOTES ON MIS AND INCLUDED 114178X REFERENCEPAGEMII.7473 rev. 1010=015BEFOREUSE. Design valid foruse onty vnM MiTek® conneMrs. This design is based only upon parameters shown, and is for an individual building component, not a miss system. Before use, the building designermust verify the applicability of tlesign parameters and properly incorparate the design into the overall buildingdesign. Bracing Indicated is topreventbuciJingofindividualtmsswebandrarchardmembers only. Addtionaltemporsryand permanent bracing MiTek' is always required for stability and M prevent collapse with possible personal injury and proper damage. For general guidance regarding the fabnoatlon, storage, delivery, erection and bracing of classes and truss system, see ANSITP/1 Duality Cxttedq DS"9 and BCSI Doodler Component 6904 Parke East Blvd. Sofidyleformetion available from Truss Plate Institute, 218 N. Lee Street, Suits 312, Alexandna, VA22314. Tampa, FL 36610 Job' Truss Truss Type City Ply THEVANDSOR T76686499 M11392 GRA HIP 1 1 Job Reference b banal Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dee 6 2018 MiTek Industries, Inc. Wed Apr 310:18:54 2019 Page 2 ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-uDTGBSOHuBIZwkSjgpVCTGJuxDNeSeleRpCcKfzUSCV LOADCASE(S) Standard 1) Dead + Roo( Live (balanced): Lumber Increase=1.25, Plate Increaee=1.25 Uniform Loads (pill 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=<0(B) 4=-90(B)10=-452(B) 22=90(B) 23=90(B) 24=-90(B) 26=90(121) 27=-90(B) 28=90(B) 30=90(B) 31=90(B) 32=90(8) 33=-40(B) 34=40(B) 35=40(B) 36=-40(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=40(B) 41=40(B) AIMMUNG-Inedy doorriparemolersiad READ NOTES ON MIS AND INCLUOWMND(BEFERENCEPAGEMII.1473 rev. fwpwO15BEFOBE USE Design valid for use only with MiTeko connectors. This design is based only upon pa neebers shown, and is for an individual building component, not a Wea system. Before use, 0e building designer must very to applicability of design paameters and property incorporate Iris design into he overall buiidingdosign. Bracinglndicatedistopreventbuaidingofindividualeussvrebandlorchordmembers ony. Additional temporary and permanent trading M(Tek' Is aAvays required for stability and to prevent collapse win possible personal injury and papery damage. Forgenealguidanceregardingthe fabdoa8on,storage, deavaq. ereNan and bating of busses and Was systems, see ANSIPTPIf could, Creeds. DSB-89 and BCSI Building component SefeylnromraUan available from Truss Plate Ins9Me, 218 N. Lee Street, Suite 313,Alexendre, VA 22314. 6904 Parke Fast Blvd. Tampa, FL 36610 Job' Truss Truss Type pry Ply THE WNDSOR T76686500 M11392 J1 MONO TRUSS 8 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:55 2019 Page 1 ID: _kriGCA6bx7j2Sy1 HDXFw7ye3KX-MPOeJC1vfRODXufvEWOR7UrEfds3pKmgTx9t6zUScU -0-0 1-0-0 -00 1-0-0 3x4 = Scale o 1:S1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci Well 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 Incr YES NB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 5lit FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc putting. BOT CHORD 2z4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanice1, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 12) Max Uplift 3=4(LC 9). 2=140(LC 12) Max Grav 3=1l(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (Ild) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. 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) 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 per bottom chord live load nonconcurrent with any otherlive 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 41b uplift atjoint 3 and 140 lb uplift at joint 2. Walter P. Finti RE N022839; MiTek USA )rid. FL' cart 6834 ;6906 Parke East Blvd. Tampa FL 33610. Oates April 3,2019 ®WANMNG- Verirydeslgaparameterrand READNOTES ON TNISANDINCLUDWWEKBEFERENCEPAGEMII-7473sev. fO0L2016BEF0RE USE Design valid for use on"th MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a Wss system. Before use, the building designermust vent Ne applicability of design parameters and prepedy incorporate this design into the overall buildingdesign. BradnglndiwtedistopreventbucidingofindiOdualtmsswxbandforchardmembersony. Additional temporary and permanent bracing MiTek' is sways required for stability and to prevent cogapse with possible personal injury and property damage. For general guidance regarding the fabdrabon, storage, delivery, creation and handling of busses and truss system, see ANSIRPff Qualify CrXeda, DSB.89 and BCS1 Barging Component 6904 Parle East Blvd. Safefy fnformarfon available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36510 Job' Truss Truss Type Dty Ply THEVIINDSOR T1fi688501 M11392 J3 MONO TRUSS 8 1 Job Reference (optional) • Unanq ers truss, Inc.. eon Pierce, FL 8.240 s Dec 6 2015 MiTek Industries, Inc. Wed Apr 3 10:18:55 2019 Page 1 ID:_k8GCA6bx7j2Syl HDxFW7ye3KX-MPOeJC1 vIROOxufvEWOR7UrEYdgOpKmgTx9t6zUScU -0-0 3-0-0 1-0-0 I 3-0-0 kPdE Sale =1:9.4 3-0-0 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (Joe) I/deb L/d 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 Vert(CT) -0.01 4-7 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 1116 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 1D.0-0 oc bracing. REACTIONS, (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=54(LC 12). 2=147(1_C 12), 4=-4(LC 12) Max Grant 3=64(LC 1), 2=173(LC 1), 4=50(LC 3) FORCES. (Ild)- 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=151t; B=70ft; L=35ft; eave=6ft; Cat II; Exp C; Encl., 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 t0 trues connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541b uplift at joint 3, 147 lb uplift at joint 2 and 4 Ib uplift at joint 4. Walter P. Finn p,E No32839, MiTek USA; Iris. FL Cad 6674 '6904 Pardus Ent BIwL Tampa FL 33616 $ale: April 3,2019 ®WARMNO-VerlrydeirgnparamefendedJMsDNOTES ON MISANDINCLUD®MITEK ERENCEPAGEM-7413ray. 100=015BEFOREUSE Design valid for use only wkh MTeW connectors. This design is based only upon parameters shaven, and is for an Individual building mmponeni, not a Was system. Before use, me building designer must verify the applicability of design parameters and property Incorporate this assign into the overall building design. Bracing Indicated is to prevent budding of inavidual truss web andlor chord members only. Additional temporary and permanent among MiTek' Is always required for stability and to prevent co0apse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and baring of trusses and buss systems, see ANSkinalf Duality Creeds, DSB-99 and SCSI Balsams Comp.murf SelerylrHarmaOun available from Truss Plate Insttute, 218 N. Lee Staet, Suite 312, Adxendda, VA22314. 6904 Parse East Blvd. Tampa, FL 36610 Job' Truss uTye Div Ply HWINDSORT16686502 ]MOND M11392 JS TRUSS 8 1 �Joh"Refearence (optional) B24U 5 Ued b ZUla MI I ex Industries, Inc. Well Apr 41 V:18:tib ZU1B Page l ID:_kriGCA6bx7j25y1 HDXFw7ye3KK-rbel WY2X01YH92E6oEXgYhOGn02hYn5m7hiPYZUScT Scale=1:12.7 3x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.07 4-7 >863 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Verl(CT) -0.06 4-7 >964 180 BCLL 0.0 Rep Stress Incr YES WIB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 17lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied ors-0-0 0o pudins. BOT CHORD 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanica1, 2=243/0-8-0, 4=63/Mechanical Maz Hom 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 forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0pli h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-6-0, Intedar(1) 2-6-0 to 4-11-8 zone;C-C for members and forces & MWFRS for reacgons 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 alive 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 10416 uplift at joint 3, 17716 uplift at joint and 9lb uplift aljoinl4. Wallei P. Finn PE N023839. KTeX USA,Ina FL C40014 :6904 Parka EaalBlvd:.Tampa FL33610. Data: April 3,2019 ®WARNING-Vedydazlgnpammelereand READNOMS ON MIS AND/NCLUDMMff KR FERENCEPAGEMO-7473rev. 10'OY1gI5BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon pa,ametem shown, and is for an individual building component, not a truss system. Before uae, the building designer ..at very flue applicability of design parameters and properly incarcerate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chortl members any. Additional lempomry and permanent bredng WOW is always requiledfor stability and to prevent collapse with possible personal injury and properly damage. For general guidance rega,ding the fabrication, storage, delivery, erection and bracing of Asses and truss systems, see ANSIVrolf oualNy ovoids. DSB-89 and BCSI Building Component Saydfylnrofmaflem available hom Tmss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandra, VA22314. 6904 Pence East Blvd. Tampa, FL 36610 Job ' Truss Truss Type Dry Ply THE W NDSOR T16686503 M11392 J7 MONO TRUSS 24 1 Job Reference (options" Chambers Truss. Inc., ran Pierce, FL 3x4 = 8.240 s Dec 6 2018 MiTek Indusines, Inc. Wed Apr 3 10:18:57 2019 Page 1 ID_kOGCA6bx7j2Sy1HDXFW7ye3KX-JoSPku29B3h8nCplLx2v5wWVQSnHEL48nQGz zUScS Scale: 314 =1' Plate Offsets (X Y)— (2:0444 Edge] LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (too) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Veft(LL) 0.17 4-7 >494 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.19 4-7 >447 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 HOR(GT) -0.00 3 n/a Na 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=315/0-841, 4=88/Mechanical Max Ham 2=161(LC 12) Max Uplift 3=153(LC 12), 2=211(1_C 12), 4=-12(LC 12) Max Gmv 3=165(LC 1), 2=315(LC 1), 4=125(LC 3) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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 Extedor(2)-1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-8 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 chard live load nonconcuffent with any other live loads. 3) -This truss has been designed for alive load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable ofwithstanding 153 lb uplift at joint 3, 211 Ih uplift at joint 2 and 12 Ito uplift at)oint 4. Walter P. Finn PE Mo.22936. MiTek USA; Inc. FL Cad 6634 6904 Parke Ent Blvd Tampa FL 33910 Data: April 3,2019 AWARN/NG-Varfydaslga parameRrs andREAD NOTES ON MIS ANDINCLUDED MRO( REFERE110EPAGEMII.7473 W. 1003,20156EPOREUSE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a Was system. Before use, to building designer must verilythe appiirabiliry, of design parameters and properly incorporate Nis design into the overall burdingdesign. BmdngNdiwtedistopmvenibuddingofindiNdudtmsswebanNarchmdmembemonly. Additional temporary and permanent binding -•r MiTek' Is always required stability and 0 prevent collanewith possible personal injury and property damage. Forgeneralguidenseregardingtha fabdmagon, storage, delivery, erection and lamming of Wssas and "as system, see ANSIMPll of Cimodu, Di and SCSI Sul/ding Component Safatylnhumedan available from Truss Plate InsBWte,218 N. Lee Street, Suite 311.Alexandria, VA 22314. 6904 Pane East Blvd. Tampa, FL M610 Job' Truss Truss Type ON Ply THE WINDSOR T1fifi86504 M11392 KJ7 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS - 2x4 SP No.3 8.240 s Dec 62018 MITek Industries, Inc. Wed Apr 310:18:57 2019 Page 1 ID_kriGCA6bx7j2Sy1HDXFw7ye3KX.Jo8Pku29B3h8nCplLx2v5vxZmDVpHBb48nOGx_zUSeS Scale = 1:0.6 3x4 = �..., 5 3x4 = 6.8-12 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 7-10 >999 240 MT20 2441190 Lumber DOL 1.25 SC 0.26 Vert(CT) -0.08 7-10 >999 180 Rep Stress her NO WB 0.24 Hori 0.01 5 n/a n/a Code FBC2017/TP12014 Matrix -MS Weight 38 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 out pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=127/Mechanical, 2=379/0-11-5, 5=461/Mechaniral Max Ho¢ 2=192(LC 8) Max Uplift 4=131(1_C 8), 2=262(LC 6), 5=23B(LC 8) Max Grav 4=156(LC 13), 2=379(LC 1). 5=461(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=838/366 BOT CHORD 2-7=487R98, 6-7=487/798 WEBS 3-7=0/307, 3-6=920/561 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-sewnd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst,, h=15ft; B=70ft; L=35ft; eave=6g; 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 far a 10.0 pat bottom chord live load nonconcumenl with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any otl{er members. 4) Refer to girder(s) for truss to truss wnnectiens. 5) Pmvide mechanical connection (by others) of truss to hearing plate capable of withstanding 131 lb uplift at joint 4, 2621b uplift at joint 2 and 238 to 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 CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert 1-2=54 Trapezoidal Loads (pIQ Vert 2=0(F=27, B=27)-to4=133(F=39, B=-39), 8=0(F=10, B=10}to-5=49(F=-15, 13=15) Walter P. FinnP.E ko.22839, -MiTsk USA, Irie. FLCed eSS4 :69U Parke Ent Shot Tampa FL 33610 -Date: Apol 3,2019 ®WARNING -Vert& deafgo parameters endREADNOTESON MIS ANDINCLUDED Sf1rEKREFERENCEPAGEMII-7423rex. 1040L2015 aEFOREUSE. Design valid for use only wkh MTeM connectors. This design is based only upon parameters shown, and Is for an individual buildng component, not a Wss system. Before use, the building designer must vent' me applicability of design parameters and preperly incorporate this design into me overall Wild'mg design. among indicated is to prevent buacng of indodual truss wab anchor chord members only. Additional temporary and pemunent bmung MiTek' is always required gar stability and to Prevent wllapse with possible personal injury and property damage. For general guidance regarding the fabdaticn,storage, degvery, eteden and trading of "bees and Was systems, see ANSIg7oll OuaBy Cehada, DS"9 and BC51 Bullding Component 6904 Parke East Bivd. Saft ylnPonnedon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexcrcra. VA223I4. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3I4' Center plate on joint unless x, y -Ill 14-1 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11F r is For 4 x 2 orientation, locate plates 0- Vid' 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 4e�� 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. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing R' Bracing of Metal Plate Connected Wood Trusses. 1 1 dimensions shown in alixteenths (Drawings not to scale) 2 TOP CHORDS Cl W O 2 U IL O BOTTOM CHORDS 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 MiTek Engineering Reference Sheet: MII-7473 rev.. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by: an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % 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 punins 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 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 with ANSI/rPI 1 Quality Criteria.