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Home My WebLink AboutTRUSS PAPERWORK.RE: M11392 THE WINDSOR Site Information: Project Customer: Wynne Dev Corp Lot/Block: Address: unknown City: St. Lucie County SCANNED BY St, Lucie County Project Name: M11392 Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 FILE COPY General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lrP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Design Method: MWFRS (Directional)/C-C hybrid Wind ASCE 7• 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. No. Seal# Truss Name Date 1 . T13569660 a 3/2211 2 T13569661 a1 3/22/1 3 T13569662 a2 3/22/1 4 T13569663 a3 3122/1 5 T13569664 a4 3/22/1 6 T13569665 a5 3/22/1 7 T13569666 ata 3/2211 8 T13569667 b 3/22/1 9 T13569668 bha 3/22/1 10 T13569669 ggra 3/22/1 11 T13569670 11 3/22/1 12 T13569671 13 3/22/1 13 T13569672 15 3122/1 14 T13569673 JJ7 3/22/1 15 T13569674 kj7 3/22/1 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, Waiter My license renewal date for the state of Florida is February 28, 2019. Florida COA:6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information Included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before'use, the building designer should verify applicability of design parameters and property incorporate these designs Into the overall building design per ANSI/rPI 1, Chapter 2. 1of1 Walter P. Rim PE No22839 Wok USA, Inc. FL Cart 6634 6904 Partin fast Blvd Tampa FL 33610 March 22,2018 Finn, Walter Job Truss Truss Type Ory Ply THE WINDSOR ' T13569660 M11392 A HIP 1 1 Job Reference o tional Gaambers rita55, Inc., Fort Pierce, FL 4.00 12 4x8 = 2x3 4 B.130sMar112U1BMIleKlndustries,ine. InUMafJ U9:13:Ub201B Pagel ID:_ktiGCA6bx7j2Sy1HDXFw7ye3KK-jR3gUsZbktWXUduXL4V56beN7zH_LSgUaLgXZYzYOiC 2g-2-13 26.00 28.1-2 35-0 0 36-0-Q 53Is 5-9-3 24-2 i 6-10-14 11-0-d Scale = 1.60.5 2X3 II 34 = 4x4 = 4x8 = 2x3 26 5 6 7 27 a 9 3.4 = 3x4 = 3x6 = 648 = 3x4 = 3x6 = 3x4 — 3x5 = LOADING (psf) SPACING- 2-0-0 CST. DEFL. In (loc) Udell Ud 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 COL 1.25 BC 0.47 Ved(CT) 0.37 12-23 >659 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.03 10 n/a n/a BCOL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 1611b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 2=433/0-8-0, 15=1596/0-8-0, 10=669/0-80 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. (Ib) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-639/108, 3-4= 396/0, 4-5= 967/776, 5-7=-967R76, 7-8=-054/938, 8-9= 1009/1884, 9-10=-126512154 SOT 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=-766/399, 8-14_ 580/997, B-12= 958/447, 9-12=358f600, 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=15tt; B=701t; L=351t; eaveSft; Cat. II; E1g3 C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extenor(2) -1-0-0 to 2-6-0. Interior(1) 2-6-0 to 9-0-0, Extedor(2) 9-0-0 to 30-11-6, Inlerior(1) 30-11-6 to 36-0-0 zone; porch right exposed;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 prevent water ponding. 4) This truss has been designed for a 10.0 pat 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 1001to uplift at joint(s) except Qt=Ib) 2=235, 15=1439, 10=799. Walter P. Finn PE No.22839 MITek USA, Ina FL Cad 6634 G904Parke East Blvd. Tampa FL 33610 Data: March 22,2018 A WARNINO-VMlydesigmparamefere4 dREAUNOTES ON TI14SANDINCLU0EDNREKREFE114NGEP40Er 74n... IaN34e15BEFORE USE Dergn valid fw use only wlkr MI1ekD rnnrrecbrs.111htleslgn k timed only upon parameter shown, arstl N for m aldlvltlud bu2tlNg comparsht. not a Ines system.Beforeuse. Ito ddltllrg designer in iverily Ito opoicabaliyofdosign potometemaxl propedyincorporate Ih5 design Into the overoll puldingdedgn. AddtloraltemporaTmdp m,anentbradn9 MOW B Wways raglrlred for rab6lty and to prevent coiloose Win postble, personal blay and properly carnage. For general guidance regurtJrg the fabrkalbn storage, delivery, erecllon and bracng of inrsses and muss systems seeAN3171P11 Quails, Caserta, OS"P and BCS1 Sulder9 Component 6904 Pane East Band. Sofelylrfomnatbmrvdpobie from Truss Rote Variants. 218 N. Lee sheet. SWfe 312. NexasdUa VA 22314. Tempo, FL 33610 Job Truss Truss Type Cry Ply t T13569661 M11392 Al SPECIAL i 1 �THEWINDSOR Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITeK Indusbles, Inc. Thu Mar 22 09:13:06 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-BdcDiCaDVBeO6nTjvol KfpgX?NVK4xWep?056?zYOiB 1160-0 4-99-0 I F Zl a- 27-435-0-0 3r6-0=- 20 301-0.806 1-44 47 7-7-9 4-000 Scale=1:61.3 5x6 2x3 11 3x4 _ 5x6 = 4.00 F12 4 21 5 6 22 7 0 13 12 3x6 = 3.5 = Ssm MT18HS = 3X12 = 2.00 72 LOADING (pst) TOLL 20.0 TOOL 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 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/rP12014 REACTIONS. (Ib/size) 2=1349/0-8-0.9=134910-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9= 825(LC 12) CS1. DEFL, in (too) "do"Ud PLATES GRIP TO 0.63 Vert(LL) 0.75 11-12 >563 240 MT20 244/190 BC 0.91 Ved(CT) -1.21 11-12 >348 180 MT18HS 2441190 WB 0.77 Horz(CT) 0.35 9 n/a n/a Matdx-MS Weight: 155 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purflns. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3209/2102, 3-4=3006/2024, 4-5=3022Y2080, 5-6--3022/2080, 6-7=-4643/2994, 7-8=-5324/3364,8-9=-5751/3700 BOT CHORD 2-13= 188W3007, 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— 1034/712, 6-11— 373/892, 7-11= 897/1523, 8-11=404/435 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=151t; 8=701t; L=351t; eave=5111; Cal. II; Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-" to 2-6-0, Interior(1) 2-6-0 to 36-0-0 zone;C-C for members and farces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3£-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/rPI 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 1001b uplift at (olnt(s) except (jtdb) 2=825, 9=825. Walter P. Finn PE No,22839 h1Tek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ®WANNWG-V.dfydedgnP4mm.teaandBEADNOTES ON 7NI5ANDWCLUDEDMDEKNEFEBANCEPAGEMQ74]J , 10=2015BEFOREUSE DedM vald foruse eNyvAlh tNTekPl mnnecloa. 1 design Ebased oNY upon paranelerssMWn.aclLsforat adlsidual buedlrxl component ml �r a fnAssyslem. Before the, the hrBarxl designer must verify the applbaWlty of design Parameters and Properly hcor orale Mdesign Into theoverall Wadngdeslgn. Bmhglydlcofed6toVevenlWcMhgOffr KULdh Webard/orcf dmemb moNy. Atldlilagllemporaymdpermarenlbrachg MiTek' balways required for Mobility and to prevent odle,se With POSSM. personal h¢ay and VOPedy camellia. Forgeneralgoldanceregaldrrgtha 69N Perk. East Blvd. fabk:atbmstorage. delivery erecllon and bracing of nussesandlmss syuemzsecANSVIPii Quality Criteria. DS!-0V and SCSI Buttering Component T.W., FL 33610 Safety Wolmalloram cable horn Tra a Rate InsflMe, 218 N. Lee Street. guile 312, Alexandria. VA 22314, Job Truss Truss Type Qty Ply THE WINDSOR T13569662 M11392 A2 SPECIAL 1 1 Job Reference (optional) x.onnm.... russ, mc., ton riame, r� 5x6 = 3x4 = 5x8 = Scale=1:61.3 12 3x4 = 5xe o 3x12 = 3x6 = 2.00 72 LOADING (pst) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TO 0.66 BC 0.95 WB 0.86 Matrix -MS DEFL. In (too) Udell Ud Ven(LL) 0.72 10 >585 240 Vert(CT) -0.94 10-19 >447 180 Horz(CT) 0.34 a Na n/a PLATES MT20 MT18HS Weight: 1601b GRIP 244/190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied ore-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-".8=1349/0-8-0 Max Horz2=136(LC 11) Max Uplift 2=-825(LC 12). 8=825(1-0 12) FORCES. (lb) - Max. Comp./lvf . Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3211/2064, 3-4=3017/1998, 4-5=-2580/1800, 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=-3410/5485 WEBS 3-13=-420/418,4-13---427/688, 4-12=337/551,5-12=-T/7/605, 5-11=-465/925, 6-11=-39l/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; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; B=701t; L=35tt; eave=5ft; Cat. 11; Exp C; End.. GCpi=0.18; MW FRS (directional) and C-C Exteriar(2) -1-0.0 to 2-6-0, Intedor(1) 2-6-010 36-0-0 zooe;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This (russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSUrPI 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 100lb uplift at joint(s) except 6t=1b) 2=825, 8=825. Walter P. Finn PE No.22639 6117ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ®WARNING -Vodrydec/gnpamarafatand READ NOTES ON TNISMDWCLUOEDUf KREFERANOEPAGEa 74Mmv. lo/Dor'20158EFOREUSE Deslatvai for usoo ywtfh MITeb9conhactors. Perdesign bbasetl oNYupon Varameters stwvm. and Mot an Individual Wldingcomponent. not a tms system. Before use, the bulking designer must vedfy ire appacabaity of design parameters aril properly Elcoryorate thts design mlo ire overall "digdesian. WocingkMcatedlstopevent Wckllrgofl WLidtnnsweba lorctrordmemWmody. Atldlliomllemporay antl permanent haGrg WOW Isaiwowregdsed for staballyandtoprevenlcdlopse wlih possmle peaaal InIWantl poinaMtlamaga. Forgenerdg0danceregaWgltre fabrication. storage, delMerr. erection and bracing of trusses ant! mass systemsseoANWIP11 OuaWyCrQeAb, DS5d9 and ICSl SUSding Component 6904 Pae East Tk Ea rkEaBlvd. Safetyeasonnaleaavdlabte mom Truss Rate it sIIMe, 218 N. Lee sheet, Salear 312. Nexdda. VA 22314. Tampa, sB r90 Job Truss Truss Type , Oty Ply THEWINDSOR ' T13569663 M11392 A3 SPECIAL 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MI I eK InaUSmes, Inc. 1 nu Mar 22 U9: Scale=1.62.3 4.00 12 5x6 = 4x5 = 01t 1n 14 13 2x3 11 Sx6 = We 3x5 = 2.00 12 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ver(LL) 0.73 11 >572 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9711-20 >432 180 MT18HS 244/190 BCLL 0.0 Rep Stress [nor YES WB 0.83 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maidx-MS Weight: 160 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 7-12 REACTIONS. (Ib/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. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=3256/2031, 4-5= 2426f1588, 5-6=-2680/1790, 6-7=-2829/1832, 7-8=-5320/3257, B-9-572013554 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=-316f661, 6-12=217/616, 7-12= 272711643, 7-11=-1072/1939,8-11=390/391 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDLr4.2psf; BCDL=3.Opsf; h=15N; 3=701t; L--35ft; eave=5N; Cat. It: Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0 to 2-6-0, Intedor(l) 2.6-0 to 36-0-0 zone;C-C for ,members and forces 24 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolnt(s) except Qt=lb) 2=825, 9=825. Walter P. Finn PE No.22030 641'rek USA, Inc. FL Can 6634 6904Parke East Blvd. Tampa FL 33610 Date: March 22,2018 �WANNBIG-VedJydssfgm,ammereuend NEAONOTES ON Jaffa ANDWCLUUEOMOEKBEFEBANCEPAGEMf47474rov. fRUAt/101SBEFONE USE Da9ghv,ld for Use oNy with 1Meltd cnfurectars. INsdeUgnk based Qm Uponpaametersstrow4t and8foran Urdlvltlual building component.net a truss system. Before use, the building designer must verlfy Jw oprjA lnelly of design parameters and properly Incoryorate Ins design Into the overall buadlrgtleslgn. Wac4lglndk ft IsloprevenlWw ingofindivkfuoltmsswebon /«chxdmemb moNy. Addlioraliernwaryandpermanentbrachg WOW Ls always required for stabOnoW to prevent collapse Mlh po a pers t In)4y and properly damage. For general guldance regarding tsa tabllcotlon.storage,delivery,ereclbnantl lrgoftnlsesondimasWemsseeANSgry/l OuoOy CrGedq DSB49"dECSIEUgdbg Component 6904 Parke East Blvd. SOtafyWortnaflofovalloWe from Irus Plate Institute. 218 N. Lee sheet. Sidra 312, Alexandra VA 22314, Tam, , FL 33610 Job Truss Truss Type Ply THE WINDSOR ' T73569664 M11392 A4 SPECIAL �Qty 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:13:09 2018 4.00 12 5x6 - 4x6 = 23 6 7 Scale = 1:62.3 23�n 16 15 3x12 = 3x5 = 2x3 II 5x8 = 3x12 = 2.00 r12 14830 24-6.8 350-0 88 6370 10.5.80 I Plate Offsets (X,Y)-- I2:0-1-6,Edpel, f9:03-O,Edgel. fl l:0-1-15,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In goc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.59 Ven(LL) 0.80 13 >528 240 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.95 Ven(CT) -1.05 13 >400 160 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.39 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 172In 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 or 2-6-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 1 Row at midpi 8-14 REACTIONS. (lb/size) 2=1349/0.8.0, 11=1349/0-8-0 Max Horz 2=-175(LC 10) Max Uplift 2=325(LC 12). 11=-825(LC 12) FORCES. gb) - Max. Comp./Max Ten. -All forces 250 (lb) 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=-1770/3045, 14-15=-1117/2168, 13-14=-2920/5154, 11-13=-3232/5441 WEBS 3-16=0/334,3-15=-882/614, 5-15=-238r254,7-14=-163r427, 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=70f1; L=3511; eaveSft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extenor(2) -1-0.0 to 2-6.0. Interior(1) 2-6.0 to 36.0-0 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) NI plates are MT20 plates unless otherwise Indicated- 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 100 lb uplift at joint(s) except Gt=lb) 2=825, 11=825. Wafter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6834 6904 Parks East Blvd. Tampa FL 33610 Date: March 22,2018 AWARNING -VeNrydu/gnpara draandREADNOTES ONTHIS AND INCLUDED NNEKREFERANCEPAGE MB-74TJmv.fWDUt015BEPOAEUSE Design vcaM for use onW wM Mrekb connectors. RJs design Is bored oNy Upon parcmeters sfrown, and is fm an hdMdua bWding comhorant, not a truss system. berme use, the bu lang designer must vent' One appllcabBln, of design parameters and properly hcomorate Mk design into Ina overall buaangdeslrrn. Nachglr atedlstopreventwcWlWofin iN nal webs /orchwdmemb moNy. Adalformltempmayondpenncamtbraclryl MiTek' fa and ror generandOCNIX rlding rg the6904 pott posblepersysiem&meANS&ropedya, East BNd. al mstor ge.daMlly Umevebroc CrIl, OSEdg and RCSI BUOdhryCampon�nf faricalbomuaa,novcnl Ternpa, FL 3361 D Tampa. FL afroe Truss Hate hcMgo218 N.andreat&temssAoXu,x1PN VA 21.CRe1b, SOhlyWormaflurtrvdlode from truss Rate Msnfute, 218 N. Lae Sireel.5ulte 312 PJexarxidq VA 22314. Job Truss Truss Type Oty Ply ' T13569665 M11392 AS SPECIAL 16 1 �THEWINDSOFI ' Job RefeTence(olationall s.ndnIVe1b i mbb, mc., non tierce, rL 4.00 12 6.8 It 6 Scale = 1:60.3 14 13 3x5 = 2x3 II Sx10 = U12 2.00 12 n.C.n 1,0-n 24-6-R 35-0-0 )m0 8-6-0 16-30 - 9-9-8 10-5-8 Plate Offsets (X Y)-- f2'0-1-6 Edael f8'0-0-0 Edgel 110'0-1-15 EDgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.81 Ven(LL) 0.80 12-13 >526 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.2812-13 >329 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 HOfz(CT) 0.36 10 rVa r/a BCDL 10.0 Code F802017/rP12014 Matdx-MS Weight: 1601b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 1-4,8-11: 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=1349/0-" Max Horz 2=-179(LC 10) Max Up5tl2— 825(LC 12), 10=-825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpl 6-12 FORCES. Qb) - Max Comp-IMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3= 3247Y2112, 3-5=-2449/1679, 5-6=-2397/1763, E7— 5452/3624, 7-9=-539813482, 9-10=-5732/3689 BOT CHORD 2-14=-186513040, 13-14= 1865/3040, 12-13=-1223/2137, 10-12=-3431/5459 WEBS 3-14=0/303, 3-13=-861/619, 5-13=-216/264, 6-13= 300/527, 6-12= 2247/3526, 7-12=-323/388, 9-12= 321/306 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151f; 3=7011; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0, Exledor(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 fast bottom chord live load nonconcurrenl with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=1b) 2=625,10=825. Walter P. Finn PE No.22939 Mi rek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ®WARNING-VaHfy CoalgnpafamN..d REAONOTESONTNISANOWCLUDEDL KREFERANCEPAGEM1 74".. 101012015BEFOREUSE DeHgn Vdld 1a use only W h MliekB connectors. ln6 dedgn k bored only Upon parometem atwwn. and k for an NdNdual buYdnsg component not �' a Inzesyslem. Before use, the wace g desigrner must vedN the appaccoolly0f de9gn parametersOrd propedy incoryorate fik clesgn Into ma overall /orclwrdmemb MONy. Addllonmfempomryardpermcnenflomc g MiTek' WIICVQ 5gn. BOctrglrMlcatedlSIOWOVenibuckllrgofhdNWualt=Weba Is always required fa SICUlty ad to prevent collapse VAIN Pommle Ixrsornl W" Old prOpelly doMcge. For general guidance regadrg the fabdcatbn.storage. delNery. erecllan and bracho of mesas and hum systems. seeAN51WIIQuoRy GEorb, DSB49 cnd BCS/ Bultlhg Component 6904 Parke Eost Blvd. Safsfykdonnafb9 alloNo Um hum Rate Immure, 218 N. Lea Sheet. Wte 312. Alexanc do. VA22314. Tampa, FL 3361 D Job Truss Truss Type cry Ply ' T13569666 M11392 ATA COMMON 5 1 �THEWINDSOR Job Reference o tonal Chambers I fuss, Inc., Fort Pierce, FL e.l bU s mar 11 Zulu MI eK IDAU5111e5, Inc. I nu rviJl e< Val Foa co o 4.00 FIT 4x4 = 6 Scale=1:59.5 17 - 15 14 12 3z6 _ 2x3 II 4x6 = 3.8 = 2x3 It 3x6 = 38= 4x6= LOADING (pall TCLL 20.0 TCDL 7.0 BCLL 0.0 ' 8COL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2017/rP12014 CSI. TO 0.59 BC 0.68 WB 0.59 Matnx-MS DEFL. Vert(LL) Vert(CT) HOrz(CT) in (too) Udell L/d 0.33 14-15 >999 240 -0.64 14-15 >652 180 0.13 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 166 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 5.2-15 cc bracing. WEBS 2x4 SP No.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. (Ib) - Max Comp1Max 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, 7-0=-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=-560/968, 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=3.0pst h=15fC B=7011; L=35f ; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extefior(2)-1-" to 2-6-0, Intedor(1) 2-6-0 to 17-6-0. Extedor(2) 17-6-0 to 21-0-0 zone;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0Ib AC unit load placed on the lop 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 nonconcumenl with any other live loads. 5) ' This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Gt=lb) 2=775, 10=775. Walter P. Finn PE No.22839 M7ek USA, Ina FL Cad 6634 6904Parka Ealt Blvd. Tampa FL 33810 Date: March 22,2018 ®WARNING- Vadyda gnpaamefmaud READ 907W ON MMANDWCLUDE MREKRE ERANCEPAGEMR74"re.. 10 201SREFORE USE DeUgl Wlldfw use aNy v4M MnekDcdvlectws.INsdeUpnkbased oNy Upon porwnetersdlown,arils fa on edivltlual WAdNO component rlpt ®` ��• a Ilclnc m.Beforeuse,lnoattfttdeslvenmustve4ytheaUmllb9ltyottle99ntCWd ema properly YlcoiporalemorcrynIntotheoverdl nl GacNO Is oliruswebardnd rachailityadto trevent MiTek' aWckiN11h oarble prorrdmembers. Fey. geneAdefflialdtemoa,leandwthe alwavtlequaled holwati n storage, DSRdg OrW BCS/BuCEN9 Component elivery, are to want brollopsf:, pandt ea aoteme, oANSxopedydamanra a, S84 general Italce llding Comp Maclrp of UussesantlaussyuemSseeAMelara falob, n.storage, tlelNery,om 6904 Parka Blvtl. VA 2231CeQoM, SANylNopnAlbmvanade M1om truss Rate msanme. 218 N. Lee street, SIBie 312. Alexand4¢ VA 22314. Truce Rate 3361 Teopa, FL 33610 Job Truss Truss Type Oty Ply THE WINDSOR ' T73569667 M11392 B COMMON 2 1 ' Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:13:12 2018 Page 1 ID _kfiGCA6bx7j2Syl HDXFw7ye3KK-?rLUyFf_41 PYgixtG28ku4wc?ohOUiFWBMPJezY0i5 r1-0-0 835 14-0-2 17-6-0 21-0-0 26.8.11 350.0 36-0.0 i 0 8-&5 F b&11 3-6-0 &6-0 SB-11 8-3.56 Scale=1:59.3 4.00 FIT 3z6 = 3.4 = 2x3 11 3x6 = 3x4 = 3x4 = 3x6 = 2x3 11 3x4 = 8-0.5 14-0.0 1 21-0.0 26-8-11 1 350-0 8J-5 1 5-8-11 7-0.0 5-8-11 8.3.5 Plate Offsets (X Y)-- (2:0-2-6,Edge1 (6:0-" Edgel 110:0-2-6,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.34 Ven(LL) -0.11 14-15 >766 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(CT) -0.24 17-20 >715 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 10 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 149 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Allbeadngs O-8.0. (Ib)- Max Horz 2=-179(LC 10) Max Uplift All uplift 100lb or less atjoint(s) except 2= 371(LC 12), 15= 453(LC 12), 14= 453(LC 12), 10-371(LC 12) Max Gmv All reactions 2501b or less at jolnt(s) except 2--602(LC 1), 15=844(LC 17), 14=840(LC 18), 10=602(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) 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=4.2psf; BCDL=3.Opsh h=15ft; B=70ft; L=35It; eave=54; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -1-0-0 to 2-6-0. Interior(1) 2-6-0 to 17-6-0, Extenor(2) 17.8-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This mass has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. with SCDL= 10.Opsf. 5) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 371 lb uplift at joint 2, 453 lb uplift at Joint 15.453 lb uplift at joint 14 and 371 lb uplift at joint 10. Wattar P. Finn PE No.22839 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 A WABNW0-Verl1yded8nparameteraend BEAON07ES ON 7N/SANOWCLUDE UE KNEF£RANCEPAGEa11474nmv. loV34,215BEFOBEUSE Design valid far Use orly w1M MlrekO connectofs. Mils duagn 6 based oNy upon parameters shown, and Is for an inc l Wilding component not a Inns system. Before use, the bLdrg dedoner total verify the apfxlcabaliy of dedgn parameters and Ixoperly Incorporate His design Into line overall bWdltgdesIM. Wa glsullcatedblopreventbucWiWofir NdW lnussweband/orclxxdmeMb MoNy. Addlllonaltemporaryandpermonenlbaciry MiTek' bdWaysregNredforstabairyondlOWOVentcoll�wlthpOsdblepersorwl Inlayand WOWrtytl Oge. rorgenefalguldalcefa mdNme fatMcdbrt storage. dellvery. erection o av Grg of lansesond tmasystemi s AN51/1P/r GualRy C2eM, DSBa9 and BCStauldog Component 6904 Parke East Blvd. Safety Blbnnalblgvallable from muss Hale Institute. 218 N. Lee streak Sucre 312, Alexanoda. VA 22314. Tairga, FL 33610 Job Truss Truss Type Ply ' T73569668 M11392 BHA BOSTON HIP �Oty 1 1 �THEWINDSOR - Job Reference (optional) unamoers l rues, me.. ran VIOMO, rL o. 10V s mar n au mrvn i en inuubmea, n m. nmrvm, cc oe io.iacv,o r-ayci D�_10GCA6bx7j2Syl HDXFw7ye3KX.UzXsAbfcrKXPRsV3pmfzRHT14B_kDB9gOacyr5zYOi4 15 6-0 21.6.0 Scale = 1:62.4 4.00 FI2 4x4 = 57 15 58 17 56 12 59 3x6 9 548 55 9 20 3x6 C 60 22 5xl2 %53 46 •x6 = 3x4 2�1 5x12 3 11 16 19 1 23 261i27 63 76 52 n' m 2 28 2g vi 1 1m w d a5 42 43 34 44 33 45 46 47 48 32 49 31 50 51 30 d 3.6 = 6x8 = 6x8 = 3x6 = 3x4 = 3x4 = 7.0-0 14-0-0 21-0-0 28-0-0 35.0.0 7.0-0 7-0-0 7-0-o i 7-ao 7-o-0 Plate Offsets (X Y)-- t32:0-3-8 0-3-01 LOADING (psi) SPACING- 2-0-0 C51. DEFL. In (too) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 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)-0.1635-38 >999 ISO BCLL 0.0 ' Rep Stress [nor NO W B 0.65 Horz(CT) 0.04 28 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matnx-MS Weight: 208 In FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 5-3-13 oc punins. 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 0-8-0. (Its) - Max Horz 2=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2= 565(LC 8), 33= 1269(LC 8), 32= 1017(LC 8), 28=-434(LC8) Max Grav All reactions 250 lb or less at joint(s)except 2=812(LC 17).33=1825(LC 1). 32=1529(LC 1). 28=626(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1692/1103, 3-4=-105/259, 27-28= 11291710, 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=-4361514, 18-19=-436/514, 19-21= 382/412, 21-23=-382/412, 23-25= 382/412, 25-27=-387/418 BOT CHORD 2-35=-93911572. 3335=-909/1484, 32-33= 382(400, 3032=-575/1004, 28-30=-568/1039 WEBS 3-35=-191/649, 27-30=0/451, 3-33= 2090/1523, 11-33=-8107782, 19-32=7721745, 2732=-1484/1044,9-10=-463/453,20-21=462/454 NOTES- 1) Unbalanced mot 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=701t; L=35ft; eave=6f1; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 treating plate capable of withstanding 565lb uplift at joint 2, 12691b uplift at joint 33. 10171b uplift at joint 32 and 434lb uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orienlatton 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) 265 Ib down and 381 lb up at 7-0-0, 158 In down and 206 In up at 9-0-12, 158 lb down and 206 Ib up at 11-0-12, 1581b down and 206 lb up at 13-0-12, 158 Ib down and 206 Ib up at 15-0-12, 158 In down and 206 lb up at 17-0-12. 158lb down and 206 Ito up at 17-11-4, 158 Ito down and 206 Ib up at 19-11-4,1581In down and 206 lb up at 21-11-4, 158 lb down and 2061b up at 23-11-4, and 1581b down and 206 lb up at Walter P. Finn PE No.22839 25-114, and 158 Ib down and 206 lb up at 27-11-4 on top chord, and 3731b down and 236 lb up at 7-0-0, 69 lb down at 9-0-12, 69 Wrek USA, Inc. FL Cert 6634 lb down at 11-0-12, 69 In down at 13-0-12, 69 lb down at 15-0-12, 69lb down at 17-0-12. 69 lb down at 17-114, 69 lb down at 6904 Parke East Blvd. Tampa FL 33810 19-11-4, 69 Ib down at 21-114, 69 lb down at 23-114, and 691b down at 25-114, and 69 lb down at 27-11-4 on bottom chord. Date: The designtselectlan 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). March 22,2018 Q wARNWG-Verlydeslgnparameferaand READ NOTES ON THIS ANDINCLUDEONf/EKRERERANCEPAGEAOh7473mv. FaNYlaf5DEFOREUSE Dedgn vaetl for use only W Its MJrelfr3 connector. TUsdedgn E basetl oNY upon parameter shown, and Is for an eWMtlual buatlag component. not ��• a iris system. Before use, ng buUdinu d.vaner must vedfy Iho applicabalty of design parameter and properly Incoryorale thisdesign Eno the overall buaalngdeslgn. Bra girgkatedlstopfevent WddingofirMMduallnrzs cncf/orcWrdmembersoNy. Additlomlfemporaryandperma ntbmhg M!Tek' Is always secured for slablllty, carat to prevent collapse with pos<IDle personal" and property dano9e. For general guldence, tegarcing the 6904 Polka EeslBNd. fabsicatbrt storage. delivery. erection and bracing of trusses and truss syslemz socANSU/PH Qualify Gh Carona, DSB49 and OC9 RuBding Component Satety/ntomnatbravaaoble hem Russ Plate Iretlfute, 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tamps,904P., 33610 Job Truss Truss Type Qty Ply THE WINDSOR ' T13569668 M11392 BHA BOSTON HIP 1 i • Job Reference o fionel Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI IeK IndusUles, Inc. I nU Mar 22 UU:13:142U1U Page 2 ID _kfiGCA6bx7j2Syl HDXFw7ye3KX.y95ENxgEcefG304FNTAC_VOwpbKzybOpfEMWOXZYQi3 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(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— 118(F) 61— 11 B(F) 62= 118(F) 63— 118(F) A WANlSfG-Vodfydedgnparametema dfiJONOTES ON 1N15ANOWCLUOEDM XREFERANCEPAGEM0.74M I. 10N 0156EFORE USE Deags wild for Use only wM MITekVmnnectm.Tddeslgn S basedoNy upon parameters"". and h tar an hWIvIWId bURding compone~t ral a Inns system. Before use, the bolting designer must vedry the appllodoUly of deslgn parameters and Popedy hgorparate INs design Into the overall buBtlhgdesUn. Bra glndkaledkloVevenlbucldlrgolhxlNldudtm webarKVmchwdmemb tso y. AddfilorwllernMcryontlpermarentbroclrg MiTek' to always reguIredfM slabiltly and to prevent collapse with poafde personal Nbsy and Popedy damage. For genetd guldance regarding Inc fatxkallonstorage, delivery. erection and brachg of tuvs and icon systems. s "Swlf Ouagy CrEvb,OSB-0g and BCS1 Building Component 6904 Perko East Blvd. Safetylnlortnaflwovdlable from Bunt Plate Institute, 218 N. Lee Meet. Suite 312, AlexOrxldo, VA 22314. Tertpe, FL 33610 Job Truss Truss Type Oly Ply ' T13569669 M11392 GRA HIP 1 1 �THEWINDSOR • Job Reference (optional) l namDers I russ, mc., tort Fierce, YL o.raysmai uzvia rvv en nmuames,um, inu nim cc va. w.m moo 4.00 12 Sx8 MT18HS = 3xS II 3x6 = 4x8 = 4x8 = 3 22 23 24 25 4 26 27 5 28 629 30 31 32 7 Scale = 1:60.3 1l2 3x4 = 2x3 11 ao uv 3x6 _� Sx12 = 3.4 = 4x6 = V 2x3 11 3x5 = LOADING (pat) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.94 BC 0.67 WB 1.00 Matrix -MS DEFL. Vert(LL) Vert(CT)-0.3010-12 HOrz(CT) In (loc) Vdefl Ud 0.30 10-21 >792 240 >812 180 0.09 8 n1a r/a PLATES MT20 MT18HS Weight: 1531b GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 2x4 SP No.3'Excepl' WEBS 1Row at midpt 6-13 4-13: 2x6 SP No.2 2 Rows at 1/3 pis 3-13 REACTIONS. (Ib/sIze) 2=750/0-". 13=3223/0-", 8=1225/0-8-0 Max Herz 2= 78(LC 6) Max Uplift 2=-448(LC 8), 13=-2442(LC 8). 8=-1159(LC 8) Max Grav 2=755(LC 17), 13=3223(LC 1). 8=1225(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1534/729, 3-4— 1052/1347, 4-6= 1052/1347, 6-7= 1946/1834, 7-8= 2978/2565 BOT CHORD 2-15=-586/1423, 13-15=-59611464, 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=-940!/31, 7-1D=-489/690 NOTES- 1) Unbalanced root 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=70fp L=351t; eave=511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch 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 psi bottom chard live load nonconcurrent 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 Wit tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448lb uplift at joint 2, 2442 He uplift at joint 13 and 1159 lb 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 He up at 9-0-12, 90 lb down and 155 lb up at 11-0-12, 90 lb down and 155Ib up at 13-0-12, 90 Ile down and 155 Ib up at 15-0-12, 90 Ile down and 155 lb up at 17-0-12, 90 Ib down and 155 lb up at 17-11-4, 90 Ib down and 155 lb up at 19-11-4, 90 lb down and 1551b up at 21-11-4, 90 lb down and 155 to up at 23-11-4, and 90 lb down and 1551b up at 25-11-4, and 203 lb down and 329lb up at 28-0-0 on top chord, and 452 to down and 263lb up at 7-0-0, 63 Ile down and 3lb up at 9-0-12, 63 lb down and alb up at 11-0-12, 631b down and 3lb up at 13-0-12, 63Ib down and 3 Ib up at 15-0-12, 63 Ib down and alb up at 17.0-12, 631b doom and 3 Ib up at 17-11-4, 631b down and 3lb up at 19-11-4, 63 Ib down and alb up at 21-11.4, 63 Ib down and Wafter P. Finn PE No.22839 3 lb up at 23-11-4, and 63 lb down and 3 Ib up at 25-11-4, and 4521b down and 263 lb up at 27-11-4 on bottom chord. The MTek USA, Ina FL Out 6834 deslgntselection of such connection device(s) Is the responsibility of others. 699 Parke East Blvd. Tampa FL 33610 9) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). Data: LOAD CASE(S) Standard March 22,2018 Q WABNWO-14Mlydeslgnpammerennnd REAg NOTES ON MOMOWCLUDMMffEKBEFERANCEPAGEM17473mv. I&V320158170BEUSE Design vdid fatdm otdy with hrlleki conrrectors. the dbagn Is based oNY upon Paaneters stwwr atrl Is fat on krd Adud Wld-ng camPanenf, Wt �� a truss system. Before use, line "cling deugner must vedry the oppllcebalty otdeslgn parameters and properly khcomorate this design Into the overall nucleggn Br Ist.Vevcoll lra lorPfapedmems MOW morJy.Addilorwllemporaryantlpetmaventbracing ghfincfl epersoralkbk general gddasce regadlrg the d c tgab111NCan 6904 Parke East Blvd. (abdication, storage.delivery, erection and bracing of lmssesand truss systems s ANS17IPll Qua itIY Cdreda, OSB49 and BCSl Bugdkrg Component 7arrya,FL 33610 Sor4y Bdonnagoaavdlade from Truss Plate Inslltute. 218 N. Lee Street, suite 31: Alexandria.VA 2214. Job Truss Truss Type Ply ' �THEWINDSOR T73569669 M11392 GRA HIP �Oly 1 1 Job Reference o bonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Indusbfes, Inc. Thu Mar 22 09:13:15 2018 Page 2 ID:_kfiGCA6bX7j2Syl HDXFw7ye3KX.QMfcaHhsNyn7hAfSxBhRWiY_m?eChzGytu53wz YOi2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo 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(B)26=-90(B)27=-90(B)28= 90(B)30=-90(B) 31=-90(B) 32= 90(B) 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) O WANKING. Vedlydeelgnpammefersand BEAONOTESONMOMDWOLUDMUM KAEFE NCEPAGEM1 743rov. 1LLDJ/1015BEFOBEUSE Designvalid foruseoNywiln fvlliek'dcwVnecids.R d"WSba<etl oNy upon pcuametemdrown,anal Isforan indMdual"a1g compahent, not a truss system. Before 15e. Iho bWitlhng desMnef must veafy the oppllcab911y oldeskn parameters antl pnopedy kncorporole Mls dedgn Into the overall bAdngdedgn. WacinglWicotednto prevent WcklVg ollntlMtlual hu%weband/orcferd membersody. Addilonaltemporcryandpemwnenfbracing MiTek' torelivelry, arW fo prevent collcp.a wino possmle pesYeln9aaAALpoII Quamnage. For S"ar,dBnceregmWgihe fablkotbrt storage,delivery,erecflon and brackgofhussesee seelexandra, Oua@y DSB-0grmd BCS1EUPdhg ComisanaN fabrication,Storage. 6904 Parke East BNd. Stmsssyite31 A. SaN1y41lonnolbmvdlable ham Truss Rate InstlMe. 218 N. Lee Street. Suite 312. Alaxarallla, VA 22314. Taoga, FL 33610 Job Truss Truss Type Illy Ply ' T13569670 M11392 it MONO TRUSS 8 1 �THEWINDSOR Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:13:15 2018 Page 1 ID_MiGCA6bx7j2Sy1HDXFW7ye3KK-QMfmHhsNyn7hAfSxBhRWiYAk7oOhCgytu53w YQi2 3x4 = LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (too) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >909 240 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) .0.00 5 >999 180 BCLL 0.0 ' Rep Stress [net YES WB 0.00 HOrz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ibysize) 3=9/Mechanical, 2=118/0-6-0, 4=0/Mechanical Max Horz 2=48(LC 12) Max Uplift 3=-4(LC 9), 2=-140(LC 12) Max Gray 3=11(LC 17). 2=118(LC 1), 4=17(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I e) or less except when shown. PLATES GRIP MT20 2441190 Weight: 5lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=1.2psf; BCDL=3.OpsF h=15ft; B=70ft; L=35N; eave=611; Cat. II; E1ge C; Encl., GCpi=O.l8; MW FRS (directional) and C-C Exlerior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 rest bottom chord live load ricnconcument 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 41b uplift at joint 3 and 140lb uplift at joint 2. Scale = 1:6.1 Walter P. Finn PE No.22939 MITek USA, Inc. FL Cad 9634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ®WARNING-V.Wdestgnparemetereend READNOTES ON T105AND INCLUDED NREKREFERANCE PAGE N 7473MK 16A'U10r5 BEFORE USE OesW vOM foruse onlywltn Mltek9mnnectas. Insdesltxn 8 based only Upon pIDameten drown. and 6 for an Y,divtdual bu3ding component, not �r L o buss system. Before use. Inc bullfrog dedgner must vertu the apfxlcabllN ofdeslgn porometersar,d properly incorporate INs design Into Itre overall buadkg design. Bracing lndk Is to buckling lndivlduol truss vreb and/or chid members only. Addrllonal temporay and permanent brodng MiTek cd prevent of kalwaystequlredfastabity dtopmvenlcdlapsewithpos epersonale,bryandproperrydomage. Fagenerolg,9danceregarN,glhe folviloo on. storage, delivery, erection antl bracing of husecond huss systems seeAN5y1p11 QualByClBsrb. DSB-89 and BCS2BuSdhg Compon0nl 69N Parke East BNd. Tartpa. FL 3361 D R 5o/9fyNbanalbmvallaDlo from Truss ate Institute. 218 N. Lee street. Suite 312. AJexan iAcs VA 22314. Job Truss Truss Type city Ply ' T73569671 M11392 J3 MONO TRUSS 8 1 �THEWINDSOR " Job Reference (optional) chambers truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MLfex Industries, Inc. I nu Mar 22 V9:13:1It "Lulu 3x4 = Scale =1:9.4 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. In (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.19 Ven(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 111b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purilns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechmlr 1, 2=173/0-8-0, 4=37/Mechanical Max Harz 2=85(LC 12) Max Uplift 3_ 54(LC 12), 2= 147(LC 12), 4=-4(LC 12) Max Grav 3=64(LC 1), 2=173(LC 1). 4S0(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15111; B=70ft; L=351t; eave=611; Cat II; Exp C; Encl., GCpi-0.18; MWFRS (directional) antl C-C Exteflor(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 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 lit between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at Joint 3,147 to uplift at Joint 2 and 4 Ito uplift at joint 4. Walter P. Finn PE No.22839 MITek USA, Inc. FL Carl 6634 6984 Parke East Blvd. Tampa FL 33810 Date: March 22,2018 Q WARNING-Varo ydesign parametervand READNOTESON Mcs ANDWCLODEO MREKREFERANCEPAGEMM174T3 mv. fQN.i2015BEFOREDSE w' DesignvaMfot Use only Wth Malel;Hconnectots. NJsdesign Bbasedonly upon ponrneteraslha nandlsforcn odAduol W:ding eomporsen4 not ■` a tnre system. Before use, the beading designer must verify the apWicabllty ofdesign parameters and Properly klcorpolate this design Into the overall buldlnit design. Waxing Indicated is buctiett WtVlducl Ines web and/or chord members only. Adt41lonal temporary and permanent bracing M!Tek' to prevent of 8alwaysreWrrage. allvelryantltoplatod baolhgof With p, andeptsyste % ANSb7P11 QndU<anaae. ar, S" a nd=111tardleg anop fa alitbacmg of OSB-0g OntlBW BUltlhp ComponMk and treat systems.Alexadra. 6904 Parke East ENE. VA211Clderb, AstVbIORstorage.delivery,erection SalatyfnywmD7bmvallaWe ham true Porte IIUnIUte, 218 N. Lee Sfreef. Suite 312. Nexandtla. VA 22 14. 18 N. Tarapo, FL 336to Job Truss Truss Type City Ply ' T13569672 Mf 1392 J5 MONO TRUSS 8 1 �THEWINDSOR ' Job Reference o Gonal chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:13:17 2018 Page 1 ID:_MiGCA6bx7'j2Sy1 HDXFw7ye3KX.MknN?zj7vZl gwTpg2cjvb7dNcpKF96KFLCa/LszYGiO Scale = 1:12.7 5-0-0 LOADING (par) SPACING- 2-0.0 CS1. DEFL. In (loc) Vdell Vd PLATES GRIP TCLL 2010 Plate GDP 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 Vert(CT) -0.06 4-7 >964 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hoa(CT) -0.00 3 n1a n/a BCDL 10.0 Code F1302017/TPI2014 Matrix -MP Weight: 17lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pull BOT CHORD 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 12) Mau Uplift 3= 104(LC 12), 2=477(LC 12). 4=-9(LC 12) Max Grav 3=115(LC 1), 2=243(LC 1), 4=87(LC 3) FORCES. (Ila) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDLA.2psf; BCDL=3.Opsf; h=15f1; B=70f1; L=35f1; eave-ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Intedor(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 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 lmss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 104 It, uplift at joint 3, 177 It, uplift at joint 2 and 9lb uplift at joint 4. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 6634 6904 Paden East Bhd. Tampa FL 33610 Date' March 22,2018 A WARNWO-Verify Eee/gnparametaaan✓HEADNOTES ON TIIISANOINCLUOEOMNEKREFERANCE PAGE MIF7473W.. 1a 0I5 BEFORE USE De IM valid for Use aNy with NJTeICs3 connectas.Itu design E basetl oNYUpon parametersshovm, anelIs rotrn hdlVldual W:dltxl component. net a hussystem. Before use. the burcing designer must verify the applicobillN ofdedan parametersand pronedy Incorporate this design Into the overall bWtlingdesign. &mhglr icate Ntoprevenl WcWMof UKNU all=we ccid/orchxdmembamoNY. Addilondfemporaryardp amntbradryl MiTek' Is always required for stabnllyand to prevent collapse wnh posble canal Injury and properly damage. for general guWance regmdng the fatxlcolbn. storage, delivery, ereellon and bractrp of husesarxi Msssysfame. seeANSLyIPI/Qua@y C2eM, D59-09 and B=BUItlNg Component 6904 Parke East Blel. Safolylnfppnalbmvailade from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandda. VA 22314. T.w.. FL 33610 Job Truss Truss Type Qty Ply THE WINDSOR " T13569673 M17392 J7 MONO TRUSS 24 1 - Job Reference (optional) Truss, Inc., Fort Pierce, FL 8,130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:13:17 2018 Pagel ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-MknN?zj7vZ1gwTpg2cjvb7dRbpO696KFLCaA_szYQ10 -1-0-0 7-0-0 1.0-0 i 7.0-0 Scale: 3(4'=1' 3x4 = 7-0-0 LOADING (par) SPACING- 2-0-0 CSI. DEFL. In (loc) Wall Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(ILL) 0.17 4-7 >494 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 8C 0.39 Veft(CT) -0.19 4-7 >447 180 BCLL 0.0 ' Rep Stress Incr YES WD 0.00 Horz(CT) -0.00 3 n/a n(a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 23lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Strucfuml wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=165/Mechanica1, 2=315/0-8-0, 4=88/Mechanical Max Harz 2=161(LC 12) Max Uplift 3=-153(LC 12), 2=-21 l (LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1).2=315(LC 1).4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps(; BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-0-0 to 2-6-0. Intenor(1) 2-6-0 to 6-11-8 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 pelf bottom chord live load nonconcument with any other live loads. 3) ' This muss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for tnus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1531b uplift at joint 3, 211 lb uplift at Joint 2 and 12 lb uplift at joint 4. Walter P. Finn PE No.22039 NLTekUSA, Inc. FL Cad 6934 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 A WARNING- Verflydeslgnparamefersend READNOTES ON THIS AND INCLUDED M/FENREFERANCE➢AGE MO.7473rev, 140042VISBEFGRE USE Design vad (or Use onlyw ffi NNekdcdvx:ctom. lNscleslgn 6 based oNY upon parameters stown, and is for an ardivtdud bu;dirg component not a trucsyatsm. Delon. use. me Wldrg designer most verM theappcobIllyo(design porametersand properlyincorporale tlllsdeslgn Into lheoverdl bWdlrgdesign. Brochrg Indicated is to prevent buckling of NtlMtlUW tmss"b endlm chord members oMpy. AddIIonottemvycndpermanentbrac[W MiTek_ Is always required for slabilly and to prevent collapse with Possmle Personas Inlay and property damage. nor general guldonce regarding the faWicallon, storage, delivery, erecllon and bracing of tenses and Truss systems. sasAALVI➢11 Qually Criteria. DSB49 and EC5l Duldtrtg Componsnf 6904 Parke East Blvd. SaH/yDdolmallpluvalade from Truss Plate Institute. 218 N. Lee Sheet, Suite 31Z Alexandra VA 2231A. TaWa, FL 2MID Job Truss Truss Type cry Ply ' T73569674 M11392 KJ7 MONO TRUSS 4 1 �THEWINDSOR Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOADING (psf) 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 3x4 = 8.130 is Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:13:18 2018 Page 1 ID:_ktiGCA6bx7j2Syl HDXFw7ye3KX-gxLlDljlgt9hYdOl cJE88LAgbCnNu W gPZsKjXlzYQi? 6 3x4 = Scale =1:20.6 6-8-12 3-1-5 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 7-10 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.08 7-10 >999 180 Rep Stress mor NO W B 0.24 Horz(CT) 0.01 5 n/a n/a Code FBC20l7fTP12014 Matrix -MS Weight: 381b FT=0 BRACING - TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.&0 no bracing. REACTIONS. (lb/size) 4=127/Mechanica1, 2=379/0-11-5, 5=461/Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-131(LC 8), 2=-262(LC 8), 5= 238(LC 8) Max Grav 4=156(LC 13), 2=379(LC 1), 5=461(LC 1) FORCES. (lb) - Max. CompJMax Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 23=-838/366 BOT CHORD 2-7=487f798, 6-7=487/798 WEBS 3-7=0/307, 3-6= 920/561 NOTES- 1) Wind: ASCE 7-10; Vuft=155mph (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; MW FRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for hues to truss connections. 5) Provide mechanical connection (by others) of Ines to bearing plate capable of withstanding 131 lb uplift at joint 4, 2621b uplift at joint 2 and 238 lb 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 (pIQ Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 8=0(F=10, B=10)-Io-5=-49(F=-15, B=-15) Walter P. Finn PE No.22838 MTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33810 Date: March 22,2018 Symbols PLATE LOCATION AND ORIENTATION j 3�4 Center plate on joint unless x, y offsets are indicated. lFi Dimensions are in ft-in-sixteenths. 11-4-1 Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'I e from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. 'Plate location details available in M/Tek 20120 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION -7 Indicated by symbol shown and/or 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, lndustryStandards 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 & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown Inftncteen}hs I�----yl (Drawings not toscale) c O U U a_ O JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS CC -ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/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 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2, Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Novice copies of this truss design to the building designer, erection supervisor, property owner and at 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 purlins provided at spacing indicated on design, 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling is installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of on engineer. 17, Install and load vertically unless Indicated otherwise. IB. 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/TPI 1 Quality Criteria.