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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' LE COPY RE: M11364 - 70' ROYAL W/2 CAR GARAGE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Project Name: 70' Royal with 2 car garage Model: ������� Lot/Block: Subdivision: Address: unknown BY City: St. Lucie County State: FL St. Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/fP12014 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 19 individual, 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. I Seal# I Truss Name I Date I No. I Seal# Truss Name Date 1 IT158438261A 12/18/18 118 1 T15843843 1 KJ7 12/18/18 I2 IT158438271A1 112/18/18119 IT158438441KJ8 112/18/181 I3 T15843828.1 A2 1 12/18/181 I REC I FFB P 1 ?019 LawEpNa€y, fl®rmltting ---_ 14 I T15843820 I A3 112/18/181 15 I T15843830 I A4 12/18/18 6 1 T15843831 1ATA 12/18/18 7 T15843832 AT B 12/18/18 Z T15843833 I BHA 112/18118 19 1 T1 5843834 1 GRA 112/18/181 110 T15843835 I J1 1 12/18/18 Ill T15843836 I J2 112/18/181Sf; 12 I T15843837 I J3 112/18/181 13 IT15843838IJ4 112/18/181 14 T15843839IJ5 112/18/181 15 T15843840 J6 112/18/181 16 T15843841 I J7 112/18/181 117 IT15843842IJ8 112/18/181 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. 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's 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. JJP�gER �P f ♦ v'�G E N SF .ti ,��� J� No 22839 90: STATE OF '���csc�`S, t O R t O N ;ONA' E%"' Walter P. Bnn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 18,2019 Finn, Walter 1 of 1 Job Truss Truss Type pry ply 70' ROYAL W/2 CAR GARAGE - T75843826 M11364 A HIP 1 1 Job Reference fopt'pnall e. wo a ,via, 1 , cv to nn lux inuusmes, IOC. l ue uec it, u6:Lo:zo Lul tf race T 4xS = 2.3 II 4.DD 12 4 P4 5 3x5 = 4x4 = 6 25 7 Scale v 1:60.3 n 0 to I2 3x5 3x4 = 3x8 = 6x8 = 1.6 = 3x8 = 4x4 = 10-0-0 I 14-H-0 250-0 35-0.0 1b0-D 4-1 Ln 25.0-n m-an 1 Plate Offsets (X,Y)-- 12:0-3-140-1-81 f4:0-540-2-01 f9:0-2-2 Edoel LOADING (lost) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Glip DOL 1.25 TC 0.59 Vert(LL) 0.46 11-21 >530 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.3915-18 >460 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 160 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=406/0-8-0, 13=1644/0-8-0, 9=648/0-8-0 Max Horz 2=-105(LC 8) Max Uplift 2=-212(LC 10), 13=4481(LC 10), 9= 781(LC 10) Max Grav 2=450(LC 15), 13=1644(LC 1), 9=672(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-590/45, 34=-345/135, 4-5=-996/820, 5-6=-996/820, 6-7= 786/1640, 7-8=-869/1692, 8-9= 1233/2116 BOT CHORD 2-15=0/616, 13-15=-116/580, 11-13=-287/274, 9-11=-1897/1147 WEBS 3-15=-450/525,4-15=-146/435,4-13=-983/867,5-13=-300/342, 6-13= 1191/1903, 6-11=-1278/663.7-11=-322/181, 8-11=426/667 Structural wood sheathing directly applied or 6-0-0 oc pur ins. Rigid ceiling directly applied or4-7-2oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; save=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 24-13 to 5-2-5, Extertor(2) 5-2-5 to 10-0-0, Interior(1) 14-11-0 to 19-11-8, Exterior(2) 25-0-0to 36-0-0 zone; porch right elglosed;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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=212, 13=1481, 9=781. Walter P. Finn PE No.22839 MI ek USA Inc. FL Cart6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 18,2018 ® WARNING- NertydisdOnparemetersandf?"DNOTES ON MIS AND INCLUDED MREKREFERANCEPAGE&Vlrev. idAYY915REFOREUSE. Design valid for use only with Mgelg connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��' a truss system. Before use, the building designer must verily the appllcoblllN of design paramoters and properly Incorporate this design Into the overall building tlesign. Brccing Indicated! Sto prevent bucaing of individual truss web and/or chord members only.. Acidlllonal temporary and permanent bracing M!Tek' Is always requeed for stability and to prevent collapse with passible personal lolury and property damage, For general guidance regarding the fobricatlon, storage. delNery, erecnon and bracing of trusses and buss systema seeANSURII pual21 CMeda, DSB49 and BCSI Building Component Sably In/aenalbmvaRoble from cacti Parke East Blvd. Tampa, FL Truss Plate Im9Me. 218 N. Lea Sheaf. S.H 312. Alexandria, VA 22314. 33610 Job Truss Truss Type Oty Ply 70' ROYAL W2 CAR GARAGE T15843827 M11364 Al SPECIAL 1 1 Job Reference (optional) russ, inc., Pon Pierce, FL 8.1305 Mar 11 2018 MiTek Inc. Too Dec 18 09:28:29 2018 Page 1 5.6 = 3x4 = 5x6 = 4.00 12 4 21 5 22 6 Scale - 1:61.3 13 12 3x4 = 34 = 3x4 = 5x6 — 2.00 12 3x12 = B-8-2 1 14-9-0 23-0-0 124-fi-81 35.0-0 8-8-2 fi-0-74 830 1-&8 10-5-8 Plate Offsets (X Y)-- [2:0-0-0 Edg9j f8:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.74 Ven(LL) 0.66 10 >638 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.90 11-12 >466 '240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Hom(CT) 0.32 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matd%-M$ Weight: 154 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-6: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Harz 2=-124(LC 8) Max Uplift 2=-825(LC 10). 8=-825(LC 10) FORCES. (Ib) - Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3367/2195, 3-4=-3094/2020, 4-5=-2710/1857, 5-0=-3852/2480, 6-7=-5343/3381, 7-8=-5640/3549 BOT CHORD 2-13=-1948/3170, 12-13— 1473/2537, 11-12=-1985/3321, 10-11=-2220/3914, 8-10=-3240/5364 WEBS 3-13=-389/390, 4-13=-295/550, 4-12=-148/416, 5-12=-898/629, 5-11=-257804, 6-11=-297/193,6-10=-1343/2154, 7-10=-364/382 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=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=5k;'Cat. II; Exp C; Encl.. GCpIl8; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 32-7-3, Extedor(2) 32-7-3 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent 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 ANSVrPI 1 angle to grin formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joimt(s) except (jt=lb) 2=825, 8=825. Walter P. Finn PE No.22839 k4Tek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 18,2018 QwARNma- Vedlydeslgnpammefersand READNOTE3 ON MIS AND INCLUOEDMREKREFERANCEPAGEM674T3rev. ID oli;BEPOREUSE Design valid for use only with MTe& connectors. This design Is based only upon parameters shown, and Is for an IndMdual bulldIng component, not �!' ■` a truss system. Before use, the building designer must verity the appllcablllty of design parameters and properly Incorporate Ihis deslga Into the overall buldngdesign. Bracing Indicated etoprevent bucIdingofIntlMduoltmssweband/or chord members only. Addltlonal temporary and permanent bracing Miiek' Is c1w0W required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication. storage. delivery, erection and bracing of husses and toss systems, seeANSVIPII Quality Criteria, DSe-69 and 6CSI Building Component Sub1y Intarmatbrwaxi from 69M Parke East Blvd. Tampa, le Truss Plate Institute, 218 N. Lee Sheet Soho 312 Alexanddc. VA 22314, FL 33610 M11364 IA2 ISPECIAL I1 1 1 I T15843828 tat 4x6 = n nnr 3x5 = 2x3 11 502 — 3,12 2.00 12 149.0 24.6-B 35.0.0 Scale=1:61.3 8-11-15 5.9.1 9-9-8 10-5.8 Plate Offsets (XY)-- f2:0-1-6 Edael r5:0-4-0 0-2-31 [7:0-1-15 Edoel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lox) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.70 9-10 >600 360 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.92 VergCT) -1.14 9-10 >368 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1511b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except* 5-9: 2x4 SP M 30 REACTIONS. (lb/size) 2=1349/0-8-0, 7=1349/0-8-0 Max Harz 2=-143(LC 8) Max Uplift 2=-825(LC 10), 7=-825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3199/2015;3-4=-2457/1632,4-5=-2354/1616,5-6=-5342/3284,6-7=-5686/3506 BOT CHORD 2-11=-1747/2990, 10-11= 1747/2990, 9-10=-168813009, 7-9=-3200/5412 WEBS 3-11= 0/309, 3-10=-810/573, 4-10= 229/498,5-10=-818/481, 5-9=-1531/2742, 6-9=-396/421 Structural wood sheathing directly applied or 2-2-0 oc pur ins. 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; h=15ft; B=70h; L=34ft; eave=5N; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Intermit) 2-0-13 to 32-7-3, Exterior(2) 32-7,3 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 7 considers parallel to grain value using ANSVTP11 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 100 lb Uplift at joint(s) except at=lb) 2=825, 7=825. Wager P. Finn PE No22839 MRek USA, Ina FL Cad 6634 69M Parke East Blvd. Tampa FL 33810 Date: December 18,2018 AWARNING -Venydvr1rpaavnters.dRaDNOTESONTHISANDINCLUDED MITEKBEFEBANCEPAGE M67473 I..IGD1Q015BEFORE USE Design valid for use only with MRek® connectors. ThIs design Is based only upon parameters shown, and Is for an IndMduol bulldhg component, not a truss system. Before use. the building designer must verity the appllcabllity of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of lndrlduol truss web and/or hord members only. Additional temporary and permanent bracing U always required for stablllty and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erectlon and bracing of trusses and Was systems, seeANSUIPII CuoBry CmoM,DS6-09 and SCSI Building Component Sobfy mfoanafbrpvaflable from Taus Role Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. ��' MiTek' 6904 Parke East Blvd, Tampa, FL 33610 •Job Truss Truss Type City Ply=RAGET15843829 M11364 A3 SPECIAL 1 "namoars cuss, Inc., run rierce, rL 8.13U s Mar 11 ZU1b MI IeK Industries, Inc. Tue Deo 18 09:28:30 2018 4.00 r12 WS 4 Scale=1:62.3 13 axe c 3x5 = 2x3 11 6x6 3x12 = 2.OD 12 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.92 BC 0.95 We 0.99 Matdx-MS DEFL. in (loc) Udell L/d Ven(LL) 0.74 10 >571 360 Vert(CT)-0.9710-19 >434 240 Horz(CT) 0.34 8 We Iva PLATES MT20 MT18HS Weight: 161 to GRIP 244/190 244/190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except- TOP CHORD Structural wood sheathing directly applied. 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Ho¢ 2=-162(LC 8) Max Uplift 2=-825(LC 10), 6=-825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3306/2048, 3-4_ 2410/1551, 4-5=-2431/1632, 5-6=-5311/3218, 6-8=-5707/3486 BOT CHORD 2-13= 1793/3101, 12-13=-1793/3094, 11-12=-1159/2233, 10-11=-1278/2480. 8-10=.3184/5432 WEBS 3d 3=0/327, 3-12= 959/697, 4-11=-217/544,:5-11=-402/220, 5-1 0=- 1772/3057, 6-10=-488/513 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=15U; B=70ff, L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 32-7-3, Exterior(2) 32-7-3 to 36-0-0 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load 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) 8 considers parallel to grain value using ANSVrPI 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 61=11c) 2=825, 8=825. Walter P. Finn PE IW22839 MTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 18,2018 ,&WARNING-Vex/rydeslSAperemetereend HEAD NOTES ON TNISANDWCLUDMMREKNEFEHANCEPAGEMIP74MInv. ra4142ardBEFOHEUSE Design valid for use only with MBelk!) connectors. Ills design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vetlfy fine applicability of design parameters and properly Incorporate ins design Into the overall building design. Bracing Indicated is to prevent buckling of Individual fruss web and/or chord members only. Marmot temporary and peancnent brochg Is always required for stotAry and to prevent collapse Win posdble personal hlury and property damage. For general guidance regarding the fabrication, storage, deli erection and bracing of trusses and truss systems, seeANSIM11 Quality Cdfedo, DSB-59 and bCSI building Component Safety lnformatbncroollable from Tmss Plate Institute. 218 N. Leo Street. Suite 312, Alexandria, VA 22314. M!Tek' 69N Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type City Ply 70' ROYAL W/2 CAR GARAGE T75843830 M11364 A4 SPECIAL 16 1 Job Reference (Optional) Chambers Talus, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Dec_ 18 09:28:31 2018 Page 1 4.00 12 5x12 MT18HS = Scale = 1:60.3 13 2x3 II 5x8 — 3xl2 = 3x5 = � 2.00 12 B-6-O 14.9-0 246.8 35.041 01'Ir d 8-6-0 Ifi-3-0 9-9-8 10.58 Plate Offsets (X Y)-- f2:0-1-2 Edgel f7:0-3-0 Edgel f9:0-1-15 Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.80 11-12 >527 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.2811-12 >329 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress ]nor YES WB 0.91 Horz(CT) 0.36 9 rt/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 154 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,7-10:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 5-11 WEBS 2x43P No.3'Except- 5-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-176(LC 8) Max Uplift 2=-825(1_C 10), 9=-825(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=.3277/2276, 3-5=-2406/1758, 5-6=-5437/3798, 6-8=-5388/3667, 8-9=-5734/3894 BOT CHORD 2-13=-2008/3074, 12-13=-2008/3074, 11-12= 1323/2149, 9-11=-3580/5462 WEBS 3-13=0/301, 3-12=-9787751, 5-12=-77/365, 5-11=-2276/3499, 6-11=-317/356, 8d1=-317/299 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=l65mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=5N; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 14-1.3, Extedor(2) 14-1-3 to 17-6-0, Intedor(1) 20-10-13 to 32-7-3 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 fist bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom 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) 9 considers parallel to grain value using ANSI)TPI 1 angle to gmin 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 Qt=lb) 2=825, 9=825. Walter P. Finn PE Nb.22839 MTekUSA, Inc. FL Cart8BU 8904Parke Fast Blvd. Tampa FL 33610 Date: December 18,2018 Q WARNING -VeHrydesl9DperemerefaanCREAD NOTES ON THISAND WCLVDW MREKREFERANCEPAGEM67473reV. faaDY101s BEFORE USE Design valid for use only with Miler connectors. This design Is based only upon parameters shown, and b for an Individual bulltllng component not a fruss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into me overall bullding design. Seeing Indicated is to prevent buclding of Individual puss web and/or chord members only. Addlllanai temporary and permanent bracing, Is always required for stablllty, and to prevent collapse with possible personal Inlury and property damage, For general guidance regarding the fabrloanom storage, delivery, erection and bracing of trusses and truss systems, seeA198171P11 Quality Cdfedo, DSB49 and BCSI Building Component Safety Infelmafbnavolloble from Truss Plate immure, 218 N. Lee Street. Suite 312 Alexandria, VA 22314, MjTek- 69N Parke East Blvd. Tampa, FL 33610 Truss Truss Type Oly Ply 70' ROYAL W/2 CAR GARAGE �ct T15843831 17364 ATA ROOFTRUSS 5 1 J b Ref ce (opt ona0 s.nmuues uw>, mu., ron rive,, a.l au a Mar 112u1 is MI l eK maustne5, Inc. I up Uec 18 09:20:32 2018 Pagel 4.00 12 45 — 6 Scale =1:59.5 17 '- 15 "" "' 14 "' 12 3.6 = 2x3 11 4x6 = 3x8 = 2x3 II 3x6 = 3x8 = 4x6 = 8-5-4 It_M 22-0.0 2'FM 35.0-0 a.a.n Plate Offsets (X,Y)-- f2:0-0-2 Ednel I10:0-0-2 Edael LOADING (pal SPACING. 2-0-0 CSI. DEFL. in (too) /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 VerI CT) -0.63 14-15 >669 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.13 10 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Weight: 1661b F7=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-176(LC 8) Max Uplift 2=-775(LC 10). 10=-775(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3397/2081, 3-5=-2796/1761, 5-6=-2788/l857, 6-7=-278B/1857, 7-9=-2796/1761, 9-10= 3397/2081 BOT CHORD 2-17=-1815/3181, 15-17= 1815/3181, 14-15=-1043/2053, 12-14=-1815/3181, 10-12=-1815/3181 _ WEBS 6-14=-548/953, 9-14=-689/516, 6-15— 548/953, 3-15=-689/516 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=70tt; L=34ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 14-1-3, Exterior(2) 14-1-3 to 17-6-0, Intedor(1) 20-10-13 to 32-7-3 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0Ib 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 nonconcurrent with any other live (Gads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 no uplift at joint(s) except (jt=lb) 2=775. 10=775. Walter P. Finn PE No.22839 i USA, Inc. FL Cart 6634 6984 Parke Fast Blvd. Tampa FL 33610 Date: December 18,2018 A WARNwG- wailydesignpaamelers and READ NOTES ON TH/SAND INCLUDED MREKREFERANCEPAGEMLL74M ma. 1e11220156EFOREUSE valid for use only with MReId) connectors. The design Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Ina tlesign Into Ine overall building design. Bracing indicated a to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent brocing Is always required for stability and to prevent collopse with posWle personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPir Quality Criteria, PS849 and BCSI Building Component Safety Infonnatiorrnallobie from Trust Pate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314, IMF MiTeK 69N Parke East Blvd. Tampa, 1 33510 Job Truss Truss Type Only Ply 70' ROVAL W/2 CAR GARAGE T75843832 M11364 ATB ROOFTRUSS 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:34 2018 Scale =1:59.3 4.00 12 44 = 1 '^ lch d 3x5 = 2x3 11 46 = 3xB = 2.3 11. US = 3x8 = 46 = 8-5-4 1 13-0.0 13-8-0 214-0 22-0,0 26-0.12 35-0.0 B-5-4 4-6.12 8- 7-8-0 8- 4-6-12 8-54 LOADING (psf) SPACING- 2-" CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.35 Vert(LL) -0.17 1 5- 16 >498 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.2419-22 >695 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.48 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Manii Weight: 166 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=176(LC 9) Max Uplift All uplift 1001b or less atjoint(s) except 2=-464(LC 10), 10=-464(LC 10), 16=-311(LC 10). 15=-311(LC 10) Max Gmv All reactions 2501b or less atjoint(s) except 2=688(LC 1). 10=688(LC 1). 16=717(LC 15), 15=71l(LC 1) FORCES. (Ib) - Max..Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1227/905, 3-5=-452/491, 5-6=-447/589, 6-7- 447/589, 7-9=-452/491, 9-10=-1227/905 BOT CHORD 2-19=-700/1123, 17-19=-700/1123, 16-17=-144/394, 15-16=-144/394, 14-15=-144/394, 12-14=-700/1123,10-12=-700/1123 WEBS 9-14=-875/622, 9-12=-94/377, 3-17=-875/622,3-19=-94/377 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l65mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=5ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 14-1-3, Exterior(2)14-1-3 to 17-6-0, Intedor(1) 20-10-13 to 32-7-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b 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 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4641b uplift at joint 2, 464 lb uplift at joint 10, 311 Ib uplift at joint 16 and 311 Ib uplift at joint 15. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 OWARNING-VeNty Oeslgr P4remefer4ard RE4DN0TES ON TNISANOINCLUOEDMmEKREFERANCEPAGEMM174n.. la%20159EFOREUSE Design valid for use only with MReIG) connectors. This design Is based only upon parameters shown, and Is for on IntlNiduol building component, not a true system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual tnss9 web and/or chord members only. Additional temporary and permanent bracing Is always required for stablity and to prevent collapse with possible personal inlury and Property damage. For general guidance regarding me fabrication. storage, delivery, erection and bracing of trusses and puss systems, seeANBUIPII Quail ollfeda, O6B-09 antl BCSI Suldhp Campononl Safety Inforimtbrnvallable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. MiTek' 6904 Parke East BN4. Tampa, FL 33610 Job Truss Truss Type 70'ROYAL W2 CAR GARAGE 701 T15843833 M11364 BHA BOSTON HIP 7 Job Reference (optional) Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Tue Dec 18 0928:35 2018 Page 1 ID:yDOdWMWeu99liJ70SDveiFylR5h-WjbcLE70VYlbv% 4N_wOoZ2df016oUwNsD5LoKy7mp0 15-0-0 21 6-0 ft-0-9 I-0-O 7U I -13-6-014-00 17-6-0 19-6-0 21-0--0 236-0 25-0 26-0-0 35.0-0 260 12:N 2-001-6-o 20-0 2-e-0 1.60 o 6-0 2-aa 2-6-0 7-0n 1-0_a Scale = 1:62.4 3x4 = 4.00 12 44 = 14 17 Us = 3.8 = 3x4 = axis = 3x4 = 7-0.0 14-0.0 21-D-n 2B-n-n Gq.n.n 7-0-0 7.0-0 17-0-0 17-0-0 17-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(L-) 0.10 30-41 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 30-41 >999 240 BCLL 0.0 ' Rep Stress Incr NO We 0.96 HongCT) 0.02 28 n/a We BCDL 10.0 Code FBC2017frP12014 Malrii Weight: 2081b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3 6-0-0 cc bracing: 32-33. JOINTS 1 Brace at Jt(s): 11, 19, 15, 23. 7 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2= 176(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-332(LC 10), 33=-512(LC 10), 32=-465(LC 10), 28=-341(L0 10) Max Grav All reactions 250111 or less atjoint(s) except 2=521(LC 19), 33=838(LC 1), 32=822(LC 1), 28=521(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/492, 27-28=-788/521 BOT CHORD 2-35- 323f764, 33-35=-024f736, 30-32=-351/687, 28-30=-350f714 WEBS 3-35=0/301, 27-30=0/301, 3-33=-932/646, 11-33=.364/432, 19-32=-358/415, 27-32=-922/616,20-21=-211/265, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli 65mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(l) 2-0-13 to 12-8-5, Exterior(2) 12-8-5 to 17-6-0, Interior(1) 22-0-11 to 32-7-3 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 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332lb uplift at joint 2, 5121b uplift at joint 33, 4651b uplift at joint 32 and 341 lb uplift at joint 28. 8) Graphical pur in representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Padre Fast Blvd. Tampa FL 33BIO Date: December 18,2018 ,&WARNING - Verity OesImparametereend READNOTES ON TNISANDNCLUDEDMITEKREFENANCEPAGEM&7413rev. ra2t11015BEFONE USE Design valid for use only with MBeM connectors. This design Is based only upon parameters srwwn antl Is for on IndMdual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bradng of trusses and truss systems, seeANSVIPl1 Quality Ciliate, DS11-09 and SCSI Building Component SaLN N/orma6orxrvolloble hem Truss Plofe Institute. 21B N. lee Street Suite 312 Alexandria VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Thus Truss Type Cry Ply 70' ROYAL W2 CAR GARAGE T75843834 M11364 GRA HIP 1 1 Job Reference (optional) nsss, Inc., Fort Pierce, FL BA 30 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:362018 5X8 MT18HS = 4.00 12 2n3 II 2X3 11 4x6 = 4x6 = 5x8 MT18HS = Scale=1:60.3 oa as tam w anz nu 3x5 = 3X6 11 dx6 = 6x10 = 6X10 = 46 = 3.6 11 3X5 = 8.0-0 14.11-0 20-1-0 27-0-0 35-0.0 10.0 6.11-0 5.2.0 fi-11-n R-n.n Plate Offsets (X Y)— [3:0-5-4,0.2.81 [6:0-3-0 Edael [8:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.40 11-22 >607 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Ven(CT) -0.2711-22 >886 240 MT18HS 2441190 BCLL 0.0 Rep Stress Mar NO WB 0.96 Horz(CT) 0.07 9 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 158 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=671/0-8-0, 14=3675/0-8-0, 9=1214/0-M Max Horz 2=86(LC 7) Max Uplift 2=-393(LC 8). 14=-2734(LC 8). 9=-1147(LC 8) Max Gmv 2=685(LC 17), 14=3675(LC 1). 9=1218(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc pur ins. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at Indict 3-14. 8-13 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1216/511, 3-4_ 1332/1820, 4-5=-1332/1820, 5r7=-1152/1141, 7-8=-1152/1141, 8-9=-2877/2430 BOT CHORD 2-16=-366/1113, 14-16=-379/1156, 13-14=-431/353,11-13=-2222/2731, 9-11=-219212688 WEBS 3-16=-229/825,3-14= 3151/2032,4-14=5171750,7-13=-786i720,8-13_ 1707/1356, 8.11=566/829, 5.14=-2011/1681, 5d3=d899/2258 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=341t; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional); porch Tight 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393lb uplift at joint 2, 27341b uplift at joint 14 and 1147 Us uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 Ib down and 229 Ib up at 8-0-0, 107 lb down and 173 lb up at 8-6-0, 107 Ib down and 173 lb up at 10-6-0, 107 lb down and 173 lb up at 12-6-0, 107 lb down and 173 lb up at 14-6-0, 107 lb down and 173 lb up at 16-6-0. 107 lb down and 173 Ib up at 18-6-0, 107 lb down and 173 lb up at 20-6-0, 107 lb down and 173 Us up at 225-0, 107 lb down and 173 lb up at 24-6-0, and 107 lb down and 173 1b up at 26-6-0, and 131 lb down and 229 Ib up at 27-0-0 on top chard, and 515 Ib down and 303 Ib up at 8-0-0, 79 lb down and 1 lb up at 8-6-0. 79 Ile down and 1 lb up at 10-6-0, 79 Ito down and 1 lb up at 12-6-0, 79 lb down and 1 Ib up at 14-6-0, 79 Ib down and 1 lb up at 16-6-0, 79 lb down and 1 Ib up at 185-0, 79 Ib down and 1 lb up at 20-6-0, 79 lb down and 1 lb up at 22-6-0, 79 Its down and 1 lb up at 24-6-0, and 79 lb down and 1 lb up at 26-6-0, and 515lb down and 303 lb Up at 27-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE NoIN39 NTek USA, Inc. FL Cad 6634 69U Parke East Blvd. Tampa FL 33810 Data: December 18,2018 Q WARNING -Verify design penemeters and READ NOTES ON TRLR AND INCLUDED M/rEK REFERAWE PAGE M674T3 rev. rMaY4a15 BEFORE USE Deslgn valid for use only with MrIconnectors.Mix design Is based any upon parameters shown, and Is for an individual building component, not a truss system. Before use, me building designer must verity me applicability of design parameters and properly Incorporate this design Into me overall building design. &acing indicated is to prevent buckling of lndivducl truss web and/or chord members only. Addtlonal temporary antl permanent bracng Is always required for stability and to prevent collapse with possible personal injury antl property damage. For general guidance regardng the fabrication, storage, delivery, erection and bracing of Muses and truss systems seeANSI/IPII Que88�Iyy CM�dO, D36-0P antl lC51 Eu1tlNg Cemponrrnt Safety Nlasmelbrxrvolloble from Truss Plate Insfitute, 218 N. We Street Sulfa 312. Alexandria, VA 22314. MiTek' 69N Panes East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70' ROVAL W/2 CAR GARAGE T15843834 M11364 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. TUB Dec 18 09:28:36 2018 Page 2 ID:OLulzpi07_SmS_JUbP6BgtaFJ4j_we_Ve8eGRSWfZHwRdKnbeRoZGKts8W5tgvKny7mpP LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-8=-54, 8-10=-54, 17-20=-20 Concentrated Loads (Ib) Vert: 3=-131(B)8=-131(B) 16=-515(B)11=-515(B)23=-107(8) 24=107(B)25=-107(B)27=-107(B)28=-107(8)29— 107(B) 30=-107(B) 32=-107(B)33=-107(B) 34=-107(B)35=-50(B) 36=-50(B) 37=-50(B) 38= 50(B) 39=-50(B)40=-50(B) 41=-50(B) 42=-50(B) 43=-50(B) 44=-50(B) O WARNING. VAr/fydeNSnpmemefers And READNOTES ON MOMDINCLUDEDMIIEKREPERANCEPAGEN67=.,re 10=?015BEFORE USE. Design valid for use only with MDekp connectors. This design s based only upon parameters shown. and Is form Individual building component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltlingdesign. Bracing Indicated oto prevent bucWhg of Individual hum v,ab and/or chord members only. Mditionaltemporaryondpermanentbradng B always required for stability and to prevent collapse with possible personal Injury and property damage, For general guWance regarding Me fabrication, storage, delivery, erection and bracing of trusses and kuss systems. seeANSVIPII Quality Cdledo. DSB-59 and SCSI Building Component Safety Mfonnationovallable from Two Plate Institute, 218 N. Lee Street. Suite 312. Aiexandda, VA 22314. MiTek' 69N Parke East Blvd. Tampa, FL 33610 Jab These Truss Type Cry Ply 70' ROYAL W/2 CAR GARAGE T15843835 M11364 J1 MONO TRUSS 4 1 Job Reference (national) ruse, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:37 2018 Page 1 ID:oHTg505Ds3TR?kt?m47ZGy:BODE-S6iNmw9G197JBpBTVPysL7_8C20GcLgJXaSsDy7mpO -1-0-0 1-0-0 1-g-g 1-0.0 Scale = 1:6.1 3x4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 VerhLL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=9/Mechanical, 2=118/0-8-0, 4=-l/Mechanical Max Ho¢ 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-141(LC 10), 4=-1(LC 1) Max Gmv 3=10(LC 15), 2=118(LC 1), 4=18(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf, h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp 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 20.1 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 4lb uplift at joint 3, 141 Ile uplift at joint 2 and 1 Ito uplift at joint 4. Water P. Finn PE No.22839 MiTek USA, Inc. FL Ced 6634 8904 Padre East Blvd. Tampa FL 33BID Date: December 18,2018 Q WARNWG- Vedtydesf9nparametersend RaDNOTFS ON TNISANDtNLLGDWMR KREFERANCEPAGEMX74M.I lo'nSaVISBEFOREDSE Deslgnvalid foruseort with Mlrek®connectors. This desgnS based only upon paametersshown, and bforon Individual bantling component, not ��' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal ln7ury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and muss systems seeANS17IPII CualNByy CAMdo, DSB49 and SCSI Balding Component Safety NfomraPorravollobie from That Plate Institute, 218 N. Lee Sheet Suite 69N Parke East Blvd. FL 312. Alexandria VA 22314. Tampa, 33610 Job Truss Truss Type Oly Ply=RAGET15843936 M11364 J2 MONO TRUSS 4 ....... u., ruFL rivi:e, rL 0.1 au a mar I I zu 10 MI I erc mousmes, me. I ue uec la ua:zc:ar zula rage T imS_JUbP6BgtzFJ4j-S6iNmw9G197J8p8TVPyst 7_8C1 cGcLgJxa5sDy7mpO 4 3x4 = Scale =1:7.8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (fee) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 8lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-27(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Gmv 3=37(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=70tt; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte6or(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed fora live load of 20.Opsf on the bonom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 In uplift at joint 3, 136 Ib uplift at joint. 2 and 3 lb uplift at joint 4. Walter P. Finn PE No22849 MTek USA, Inc. FL Cart 6634 6904 Parke Ent Blvd. Tampa FL 97610 Date: December 18,2018 Job Truss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T15843837 M11364 J3 MONO TRUSS 4 1 Job Reference (ootonal) runs, inc., ron Fierce, rL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:38 2018 Page 1 ID:oHT9505Ds3TR?kt?m4?ZGyzbODE-wl GlzGAuoTkArMf37T5PCg9ubM W?3bpYBJ0Ofy7mpN Scale =1:9.4 3-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (toe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL . 10.0 Code FBC2017fFPI2014 Matrix -MP Weight: 11 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=169/0-8-0, 4=35/Mechanical Max Horz 2=83(LC 10) Max Uplift 3=-51(LC 10), 2=-145(LC 10). 4=-4(LC 10) Max Grav 3=61(LC 1), 2=169(LC 1), 4=48(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=120mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=7011; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 145 lb uplift at joint 2 and 4 It, uplift at joint 4. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL cent 6934 6904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 Job Truss Truss Type Orly Ply 70' ROYAL W/2 CAR GARAGE T15843838 M11364 J4 MONO TRUSS 4 1 Job Reference (oot'onall Znambers Truss, inc., Fort vionce, FL 8.130 s Mar 11 2018 MiTek Industries. Inc. Tue Dec 18 09:28:38 2018 Page 1 ID:OLulzpiO7_SmS_JUbP68gtzFJ4j.wlGlzGAuoTFAmzjf37T5PCg6ybJW 73bpYBJ0Ofy7mpN -1-0-0 40.0 1-0.0 4-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.36 Ven(LL) 0.02 4-7 >999 360 TOOL 7.0 LumberDOL 1.25 BC 0.34 Verl(CT) -0.02 4-7 >999 240 BOLL 0.0 ' Rep Stress her YES We 0.00 HOrz(CT) -0.00 3 rVa Wei BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=87/Mechanical, 2=204/0-8-0, 4=49/Mechanical Max Horz 2=102(LC 10) Max Uplift 3=-77(LC 10), 2— 159(LC 10), 4=-7(LC 10) Max Grav 3=87(LC 1), 2=204(LC 1), 4=67(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc 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=34ff, eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 go uplift at joint 3, 159lb uplift at joint 2 and 71b uplift at joint 4. Walter P. Finn PE No22839 MRek USA, Inc. FL Call 6634 6804 Parke East Bind. Tampa FL 33610 Date: December 18,2018 Q WARNWG-9edtydesl9nperomefen antl READ NOTES ONTHZMDWCLUOWMREKRE NCEPAGEMIF14nmre 1d=!20156EPOREUSE. Design valid for use only Win Mltek® connectors. Tins design Is based only upon parameters shown, and a for an Individual building component, not a huss system. Before use, the building designer must vertfy the appllcabelty of tleslgn parameters and property incomorate this tleslgn Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabally end to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fobdconon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVRII Quaint, CMpda, DS849 and BCsf Building Component Safe Nloiralbrnvollable from Truss Plate InstlMe,218 N. Lee Street Suite 312. Alexandre, VA 22314. MiTek' 6904 Parke East Blvd. Tamps, FL W610 Job Tmss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T75843839 M11364 J5 MONO TRUSS 4 1 Job Reference [national) Fhambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 201 a MiTek Industries, Inc. Tue Dec 18 09:28:39 2018 Page 1 ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-bVg7BbA%7mNON7lscq?KyPDC??bfkW rynr3Zx6y7mpM Scale=1:12.7 5.0-0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (too) Vdefi L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) 0.06 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoci(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 17 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP-No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=112/Nlechanical, 2=239/0-8-0, 4=62/Mechanical Max Horz 2=121(LC 10) Max Uplift 3=-102(LC 10), 2=-175(LC 10), 4=-9(LC 10) Max Grav 3=112(LC 1), 2=239(LC 1).4=85(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=4.2pst BCDL=3.Opsf; h=15f ; B=70ft; L=34f ; eave=oft; Cat. II; Exp. C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1021b uplift at joint 3, 175 lb uplift at joint 2 and 9 It, uplift at joint 4. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: December 18,2018 WARNING-VedrVdeslSDP4re.1a.end READNOTES ON MOANDWCLUDEDMI(EKREFERANCEPAGEM67473rev. lartualDiSDEFORE USE Design valid for use only with MIreA® connectors, ibis design 6 based only upon parameters snown, 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. Bracing lndicaled is to prevent budding of individual truss web and/or chord members only. Addlflonal temporary and permanent brocing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidonce regarding me fabrication. storage. delivery, erection and brocing of trusses and huss systems. weANsN1P11 CuolIltryyy Cdfeda, DS549 and HCSI Building Component Safety Informalbrgvoiiobie from Truss Plate Institute. 218 N. Lee Street Suite 31Z Alexandria, VA 22314. ��- MiTek- 6904 Padre East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty, Ply=70'ROYALGARAGET15843840 M11364 J6 MONO TRUSS 4 l cuss, Inc., bon lrrerce, hL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:39 2018 Page 1 ID:OLulzpiQ? SmS_JUbP6BgtzFJ4j-OVg7BbA7QmNON7lscq?KyPDH07VckWrynrJZx6y7mpM 6.0-0 10.0 6-0-0 ' 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) Ndefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Veri(LL) 0.11 4-7 >664 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4.7 >652 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(CT) -0.00 3 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SPM 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb(size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Hom 2=140(LC 10) Max Uplift 3=-129(LC 10), 2=192(LC 10), 4=-8(LC 10) Max Gray 3=142(LC 1). 2=275(LC 1), 4=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.3 PLATES GRIP MT20 244/190 Weight: 20 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-secand gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; 3=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1291b uplift at joint 3, 192 lb uplift at joint 2 and 8lb uplift at joint 4. Walter P. Finn PE No12839 MTek USA, Inc. FL Cod 6634 6904 Parke EastSMI. Tampa FL 33810 Date: December 18,2018 ®WARNWG-Vedrydea/gn parameferaend READNOTES ON MISANO INCLUDED NIIEKREFERANCEPAGENM174M.. 1n444R0159£FOREUSE. Design valid for use onlywlfn Mi connectors. This design a based only upon parameters shown, and 6 for an ind'Mtlual building component, not a truss system. Before use, Me building designer mustverify the oppllcoblllfy of design parameters and property incorporate mis design Into the overall building design. Bracing Indicated is to prevent buclding of Individual truss web and/or chord members any. Additional temporary and permanent bracing Is always requlredfor stability and to prevent collapse wftn possible personal byury, and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seBANSVIVII Duality Cmedo, PS949 and SCSI Building Component Salary mlomsalbnwolloble from Truss Rote Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314, WGIC 6e04 Parke East BMO. Tampa, FL 33610 Jab Truss Tmss Type Oty Ply=SOYALW/2GARAGET15843841 M11364 J7 MONO TRUSS 12 al a.TJUs Mar TT2ulBMllexlnallsmes,Inc. We Dec 1809:213:402018 Pagel ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-thOVOxB9J4Vl7Ht2AYWZVdlQgP_CTz46OVo6TYy7mpL Scale: 3/4'=1' 3x4 = 4 LOADING (Pat) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Lrd TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.17 4-7 >490 360 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 4-7 >468 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=163/Mechanical, 2=312/0-8-0, 4=87/Mechanical Max Horz 2=159(LC 10) Max Uplift 3= 150(LC 10), 2=-209(LC 10), 4=-12(LC 10) Max Gmv 3=163(LC 1), 2=312(LC 1), 4=123(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 23 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directlyapplied 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.Opst h=15ft; B=70ft; L=34ft; eave=411; Cat. II; Exp C; Encl.. GCpi=0,18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with anyother 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 1501b uplift at joint 3, 209 lb uplift at joint 2 and 121b uplift at joint 4. Walter P. Finn PE No.22839 MTekUSA, Inc. FL Cad 663d 6904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 Q WARNWG-VeNfydeslgnpenmetenendflEONOTES ON INS AND INCLUDED MMEKIEFERANCEPAGEM67471., loaragni5BEFOREUSE. Design valid for use only with MlrekO connectors. This design Is based only upon parometem shown. and Is for an mdMdual bulding component, not a muss system. Before use, the bulding designer must verify the applicability of design parameters and properly Incorporate hffi design into the overall building design. Bracing Incilcated Is to prevent buciring of Individual truss web and/or chord members only. Addltlonai temporary and permanent bracing M!Tek' Is always required for stablllly and to prevent collapse whin postble personal injury and property damage. For general guldonce regarding the fabeconon, storage, delivery, erection and bracing of trusses and muss systems seeANSVTP1f CualBy CMMa. DSB-69 and BCS1 loading Component 69N PeAe East Blvd. Safay Informalbrravoloble mom Truv Plate Instliute. 218 N. Lee Sheet, Suite 312. Alexandria VA 22314 Tampa, FL 33610 Job Truss TnLss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T75843842 M11364 JB MONO TRUSS 11 1 Job Reference (optional) Truss, mc., ran Pierce, rL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:41 2018 Page 1 ID:OLulzpi0?_SmS JUbPBBgtzFJ4j-LtytbHCn4OdkdOSEkF1oiglZSpLsCOKFE9Yg?_y7mpK -1-0.0 B-0.0 00 B-0-0 Scale = 1:17.4 3x4 Plate Offsets(X,Y)-- r2:0-3-140-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Verl 0.25 4-7 >378 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.28 4-7 >331 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS. (lb/size) 3=185/Mechanical, 2=348/0-8-0, 4=102/Mechanical Max Horz 2=178(LC 10) Max Uplift 3=-173(LC 10), 2=-226(LC 10). 4=-15(LC 10) Max Gray 3=185(LC 1), 2=348(LC 1).4=143(LC 3) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=7Gft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -1-M to 2-4-13, Interior(1) 2-4-13 to 3-0-9. Extedor(2) 3-0-9 to 7-10.4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 3, 226lb uplift at joint 2 and 151b uplift at joint 4. Walter P. Finn PE No32839 MiTek USA, Inc. FL Cad 6634 69U Parke East Blvd. Tampa FL 33610 Date: December 18,2018 Q WARNWG-Verlfydesrgnparametenead READNOMS ON WISAND/NCLUDWMt KREFERANCEPAGEMIP74".v. 1GN12015 BEFORE USE Design valid for use only with MI connectors. This design is based only upon parameters shown and Is for an Indlyduol building component, not a Muss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate MIS design Into the overall buldIngdoslgn. Bracing Indicated is to prevent buckling of individual huss mb and/or chord members only. Additional temporary and permcnembrocing is always required for stability and to prevent collapse with possible personal Injury and property domage. For general guidance regarding fie fobrico6on storage, delivery, erection and brccing of trusses and truss systems, seaANsumpl1 Qua111y Ciftoda, DS549 and SCSI th ading Component Safety Informalbmvciicble from Truss Plate Institute, 218 N. Lee Sheet Sune 312 Alexandria, VA 22314. ��- WGIC 69M Pella Exsl Blvd. Tampa, FL 33610 Jab Truss Truss Type cry Ply 70' ROYAL W/2 CAR GARAGE T75843843 M11364 KJ7 MONO TRUSS 2 1 .Inh Reference (optional) . nambers I russ, Inc., rort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:41 2018 Page 1 ID:oHT9505Ds3TR?kt?m4?ZGyzbOD E-LtylbHCn4OdkdOSEkF101 glg2pOtCOpFE9Yg?_y7mpK -1-5-0 6-11-1 9-10.1 1.8-0 6-11-1 f• 2-01-0 Scale = 1:20.6 3x4 = " " 65 3x4 = 6-11-1 l 2-9-e 0-1-8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.16 Hom(CT) 0.01 6 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 38lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=38/Mechanical, 2=289/0-11-5, 6=328/Mechanical Max Horz 2=159(LC 8) Max Uplift 4=-38(LC 8), 2= 233(LC 8), 6=-206(LC 5) Max Grav 4=47(LC 13),.2=289(LC 1). 6=328(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3— 572/400 BOT CHORD 2-7=-369/531, 6-7=-369/531 WEBS 3-6=-618/430 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=70ft; L=34ft; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 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 38 lb uplift at joint 4, 2331b uplift at joint 2 and 206 Ib uplift at joint 6. 6) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 lb up at 1-6-1. 64 lb down and 67111 up at 1-6-1, 181b down and 75111 up at 4-4-0, 18 to down and 75lb up at 4-4-0, and 21 lb down and 118 lb up at 7-1-15, and 21111 down and 118 lb up at 7-1-15 on top chord; and 47 lb up at 1-6-1, 47 Ib up at 1-6-1, 2 lb down and 31 lb up at 4A-0, 2111 down and 31 Ito up at 4-4-0, and 18 Ib down and 29 Ib up at 7-1-15, and 18 to down and 29111 up at 7-1-15 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 3=-43(F=-21, B=-21) 7=-35(F=-18, S=-18) 11=134(F=67, B=67) 12=40(F=20, B=20) 13=48(F=24, B=24) 14=-3(F=-2, Walter P. Finn PE No.22339 B- 2) MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 WARNING-Vetltydes/gn Peramefersend READU0TES ON TN6ANDWOLUDEDMREKREFERANDEPAGEM674TJrev. faAi/20r5BEFORE USE Design valld for we only with MOeka, connectors. IDB design a based only upon parameters shown, and o for on Individual building component, not a truss system. Before use, the building designer must verify the oppllcabYlty, of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is to prevent buckling of lndlvldoai truss web and/or chord members only. Additional temporary and permanent bracing Is always requeed for stclonly and to prevent c011apse with possible personal injury and properly damage. For general guidance regarding the fabticollon, storage, delivery. erecflon and bracing of trusses and truss systems, seeANSIMIJ Quo l6v Clash. DS349 and SCSI Building Component Safety Informatbnovaroble from Truss Rate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22 14. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply 70' ROYAL W/2 CAR GARAGE T75843844 M11364 KJB MONO TRUSS 2 1 Job Reference (optional) -Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:42 2018 3x4 = 2x3 65 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/clefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ve t(LL) 0.08 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.10 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO W B 0.29 Horz(CT) 0.01 6 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matti Weight: 441It FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-11-5 cc bracing. WEBS 2x4 SP Ni REACTIONS. (Ib/siae) 4=128(Mechanical, 2=359/0-11-5, 6=4651Mechanical Max Horz 2=178(LC 8) Max Uplift 4= 138(LC 6). 2=-274(LC 8), 6=-253(LC 5) FORCES. (Ib)-Max. Comp./Max.Ten.-All tomes 250(I1c) or less except when shown. TOP CHORD 2-3— 822/559 BOT CHORD 2-7=-522f772, 6-7=-522/772 WEBS 3-7=-13/304,3-6=-876/592 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34R; eave=4fb Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.fi0 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 chard in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 4, 274lb uplift at joint 2 and 253 lb uplift at joint 6. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 64lb down and 67 Ib up at 1-6-1, 64lb down and 67lb up at 1-6-1, 18 Ib down and 75 lb up at 4-4-0, 18 lb down and 75 Ile up at 4-4-0, 21 lb down and 118 lb up at 7-1-15, 21 lb down and 118 lb up at 7-1-15, and 65 lb down and 162 Ib up at 9-11-14, and 65 Ib down and 162 lb up at 9-11-14 on top chord, and 47 Ito up at 1-6-1. 47 Ib up at 1-6-1. 21b down and 31 Ib up at 4-4-0, 2 Ib down and 31 lb up at 4-4-0, 18 lb down and 29 Ib up at 7-1-15, 18 lb down and 29 lb up at 7-1-15. and 45 Ito down and 12lb up at 9-11-14, and 45 lb down and 12 lb up at 9-11-14 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=134(F=67, B=67) 12=40(F=20, B=20) 13=43(F=-21, B=-21) 14=-130(F=-65, B=-65) 15=48(F=24, B=24) Walter P. Flinn PE No12639 16=-3(F= 2, B= 2) 17=-35(F=-18, B=-18) 18=-63(F= 31, B= 31) MTek USA, Inc. FL Cad 6634 6994 Parke East Blvd. Tampa FL 33610 Date: December 18,2016 Q WARNING -Verity design parzmetenxend READ NOTES ON MMANONCLUO£OMREKREFERANCEPAGEM6741arev. taMMISBEFOREUSE Design volld for use only with Mrek®connectom. ThIs design Is based only upon parameters shown, and Is far on IndNldual building Component, not a hues system. Before Use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall builtling design. Bracing Indicated is to prevent buckling of Indvdual truss web and/or chord members only. Additional temporary and permanent bracing is Ways required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding me fabrication storage. delivery, erection end bracing of trusses and truss systems. saeANSU1Pl1 Quallly Cdhdo, DSB49 and BCSI Building Componi Safely Inlormief onaveiloble from Truss Rate Insfii 216 N. We Sheep Suite 312 Alexandria, VA 22314, MiTek' 6904 Pares East Blvd. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on Joint unless x, y 4 offsets are Indicated. 6-4-8 dimensions shown In ft-In-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing. Is always required. See SCSI. TOP CHORDS Q/ldr c1-2 c2�3 2. Truss bracing must be designed by an engineer., For truss individual lateral braces themselves 4 wide spacing; 0 WEBS Gy may require bracing, or alternative Tor I c y M �� bracing should be considered. 0 c U 3. Never exceed the design loading shown and never on inadequately braced trusses. �° stack materials a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cra co- csc BOTTOM CHORDS designer. erection supervisor, property owner and all other Interested parties. plates 0-'rye" from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Iolnt and embed fully. Knots and wane at joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Miiek 20/20 Software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension Is the plate 10. Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots, 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by. symbol shown and/or by text in the; bracing section of the Trusses are designed for wind loads in the lane of the g p truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. If indicated. Lumber design values are in accordance with ANSI[TPI 1 14 Bottom chords require lateral bracing at 10 ft, spacing, section 6.3 These truss designs rely on lumber values or less, If no ceiling Is Installed, unless otherwise noted. BEARING established by others. 75. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons varybut © 2012 MITek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17, Install and load vertically unless Indicated otherwise. Min size shown Is for crushing only, ��e 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Design Standard for, Bracing. ® Is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, I e ANSI/rPi 1 Quality Criteria. Installing & Bracing of Metal Plate • Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015