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TRUSS PAPERWORK
RE: M11439 MiTek USA, Inc. MANOR 71 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11439 Lot/Block: Model: MANOR 71 Address: UNKNOWN City: ST LUCIE COUNTY Subdivision: State: FL SCANNED BY St. Lucie.County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 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 16 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 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T15168861 a 9/25/2018 2 T15168862 al 9/25/2018 3 T15168863 a2 9/25/2018 4 T15168864 a3 9/25/2018 ' 5 T15168865 a4 9/25/2018 6 T15168866 a5 9/25/2018 7 T15168867 a6 9/25/2018 8 T15168868 a7 9/25/2018 9 T15168869 b 9/25/2018 10 T15168870 bha 9/25/2018 - 11 T15168871 ' grb 9/25/2018 12 T15168872 jl 9/25/2018 13 T15168873 i3 9/25/2018 14 T15168874 i5 9/25/2018 15 T15168875 j7 9/25/2018 16 T15168876 kj7 9/25/2018 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision `pIt "fill, � based on the providd by . 1 -VFW Truss Design Enar neer'seters Namee Velez, oabers uinTruss. ,,,"�OP(,� • My license renewal date for the state of Florida is February 28, 2021. �� F Florida COA: 6634 N 82 •% IMPORTANT NOTE: The seal on these truss component designs is a certification * • that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters <t/ shown (e.g., loads, supports, dimensions, shapes and design codes), which were : T ' TE OF given to MiTek. Any project specific information included is for MiTek file into ��� • •�i, 44/ P • customers reference purpose only, and was not taken account in the preparation of ••'• l.0 \�%�` these designs. MiTek has not independently verified the applicability of the design ty ....... ',��!/O parametersfor building.rlre use, the incorporate uthese Aj N?`,, ty of design parametersarticular applicabiliitns and rly designs , into the overall building design per ANSIfTPI 1, Chapter 2. J qutn Velei PE d.68162 M ek USA, Inc. cert 6634 6 04 Parke East vd. Tampa R. 33610 1 of 1 Vel , Joaquila (/ 25, 2018 Job Truss Truss Type City Ply MANOR71 T75168861 Mll.43g A Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL �1 0 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Sep 25 08:36:56 2018 Scale = 1:%3 4.00 F12 4.4 = 3x4 3x4 = 3.6 = 6,8 = 2x3 II 3x4 = = 3x4 = 3x6 = ]-9-13 13-3-2 22-04 35-0-0z ]-s-13 I ss-s I R-arse 1 e-a-n 1 a-n ' 1 to Im 6 Plate Offsets (X,Y)— [2:0-1-14 Edgel LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.2514-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(L-) 0.1017-20 >999 240 Weight: 166111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purge. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-14 REACTIONS. All bearings 0-8-0. (116) - Max Horz 2=-179(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 12 except 2=-470(LC 12), 14=-904(LC 12), 10=-186(LC 12) Max Gmv All reactions 250111 or less atjoint(s) except 2=731(LC 1), 14=1562(LC 1), 12=342(LC 22). 10=266(LC 22) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1461/958, 3-5=-1282/878, 5-6=-639/551, 6-7= 261/745, 7-9=-379/723, 9-10=-96/254 BOT CHORD 2-17=-797/1413, 15-17=-410/878 WEBS 3-17=-316/317, 5-17=-333/545, 5-15=-572/515, 6-15=-508/854, 6-14=-1202/797, 7-14=-269/324, 9-14=-529/449 NOTES- 1) Unbalancedroof 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=15ff; B=71ff; L=35ft; eave=SR; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.01 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 = 10.0psf, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 12 except (jt=lb) 2=470, 14=904, 10=186. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 ,&WARNING-Ved/ydeslen ParemeferaendREADNOTES ON TNISAND DICLDDEDMr KREF£RANCEPAGEMIA747d2v. iDDMISEEFOREUSE. Deslgn valid for use only with Mini connectors. This design Is based only upon parameters shown, and is fa an individual buitling 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 burdingdesign. Bracing Indicated Istoprevent buckling ofIndividual trueweb and/or chord members only.. Additional temporary and peanorlbracing MiTek' is always required for stabllity and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of tenses and ours systems, eeeANSi OuaNy Cri lo, DS349 and SCSI Building Component 69N Parke East Bald. Sably InfofmaMafpvollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexcntlrlo. VA 22314. Tampa, FL 33610 Job , Truss - Truss Type City Ply MANOR 71 T15168862 M111139 Al Common 7 1 Job Reference (optional) unamoers 1 russ, Inc., tart Fierce, hL 61 0 B.13U S Marl l 201 B MI I ek Industners, Inc. 1110 beg 25 0b:36:5B 2U1 B rage 1 Scale = 1:59.5 4.00 12 4x5 = 6 17 .- 15 "" "' 14 "' 12 3x6 = - 2x3 II 4x6 = 3xB = 2.3 11 3x6 = 3x8 = 4x6 = LOADING (psf) 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 NO Code FBC2017ITP12014 CSI. TC 0.72 SC 0.76 W B 0.68 Matdx-MS DEFL. Vert Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Ud -0.31 14-15 >999 360 -0.6514-15 >646 240 0.13 10 n/a r1/a 0.3514-15 >999 240 PLATES GRIP MT20 2441190 Weight: 1661b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc Palms. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1424/0-8-0, 10=1424/0-8-0 Max Hom 2=-179(LC 10) Max Uplift 2=-868(LC 12), 10=-868(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 2.3=-3481/2332,3-5=.2886/2019,5-6=-2886/2123,6-7=-28B6/2123,7-9=-2886/2019, 9-10=-3481/2332 BOT CHORD 2-17= 2073/3261, 15-17=-2073/3261, 14-15=-128012118, 12-14=-2088/3261, 10-12=-2088/3261 WEBS 6-14=-644/984, 7-14=-252/310, 9-14=-677/504, 6-15=-644/984,5-15= 252/310, 3-15=-677/504 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.OpsY h=15ft; B=71 it; L=35ft; eave=5it; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=868, 10=868. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 70 lb up at 15-0-0, and 75 lb down and 701b up at 20-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11=54, 18-21=20 Concentrated Loads (Ib) Vert: 26=-75 27=-75 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNIN13-Verily Ees19n1aremsters end NEAO NOTES ON TNLSANO WCLUGED M4EKNEFENANCEPAGE110474M me 141Y10156EFONE USE. Design valid for use onlywith MI connectors. this design Is based only upon parameters shown, and Is for on Individual building component. not a truss system. Before use. the building designer must verty the applicability of design parameters and properly Incorporate this design into the overall bulldingdesign. Bracing Indicated Istoprevent bucklingoflrldNldualtruss 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 bracing of trusses and truss systems saeANSWII Quality Criteria, 11511-69 and SCSI Building Component Safety Infennalbrnvoiloble from Tmss Plate Instarte, 218 N. Lee Street Suite 31Z Nexondrlo, VA 22314, �■- MiTek' 6904 Parke East Bald. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR71 T15168863 M11J39 A2 Roof Special 8 1 Job Reference (optional) Urambers Truss, Inc., Fort Pierce, FL 4.00 F12 4x5 = 8.130 s Mar 11 201 B MiTek Industries, Inc. Too Sep 25 08:36:59 2018 Scale=1:60.3 tlf�m 15 14 3x13 = axis 2x3 11 5x8 = 3x12 = 2.00 12 ]-]-15 13-7-8 1]-8.0 23-11-12 2fi-9-9 35.0.0 ]-]-15 5-01-9 3-10.8 65-12 2 .13 8-2-] Plate Offsets (X,Y)-- 12:0-1-6 Edge] 18:0-3-0 Edge? 110:0-1-15 Edge1 114:0-2-4 0-2-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.58 12 >725 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -1.0712-21 >393 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Hom(CT) 0.39 10 n/a rJa BCDL 10.0 Code FBC2017lrP12014 Mardi Wind(LL) 0.80 12 >527 240 Weight: 1621b 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 2-4-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (Ib/size) 2=1349/0-8-0, 10=134910-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2J=-3317/2151, 3-5=-2562/1755, 5-6=-2355/1675, 6-7=-2377/1650, 7-9=-5276/3414, 9-10=-5681/3671 BOT CHORD 2-15=-1911/3110, 14-15=-1911/3110, 13-14=-1428/2418, 12-13=-3088/5062, 10-12=-3410/5408 WEBS 3-15=0/302, 3-14= 804/562, 5-13=-357/270, 6-13=-730/1177, 7-13=-3077/1999, 7-12=-110511963, 9-12=-403/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=165mph (3-second gust) Vasd=128ni TCDL=4.2psf; BCDL=3.Opst h=151t B=71 ft; L=35ft; eave=5ft; Cat. Il; Eq1 C; Encl., GCpil18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 10 considers parallel to grain value using ANSUrPI 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 100 Ib uplift at joint(s) except Qt=lb) 2=825, 10=825. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 ,&WARNING-Verrry,levgn paremefexsenDREAD NOTES ON TNISANDINCLUDED MREKREFERANCEPAGEMM17473rev. 10,012a15BEFORE USE Design volld for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a tmss system. Before use. Me building designer must verify the applicabllily, of design parameters and property Incorporate this all Into the overall building tlesign Bracing Indicated is to prevent buciding of IndNltlual puss web and/or chord members only. Additional temporary and permanent brochg ��- MiTek* Is always required for stability 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 huss systems seeANSVIPIT Quality Creedal, DSO-69 and SCSI Bull Component Safety Informatbnavoiloble from Truss Plate Insfil 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 'Job Truss Truss Type MANOR 71 T15168864 M11439 A3 Hip m7py Job Reference (optional) I was, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. The Sep 25 08:37:00 2018 Scale=1:62.3 4.00 12 4x4 = 4x6 = 6 7 17 16 3x4 = 2x3 II Sx8 = axe = 3x12 3x5= 2.00 12 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.71 Lumber DOL 1.25 BC 0.97 Rep Stress Incr YES WB 0.86 Code FBC2017/TPI2014 Matdx-MS DEFL Ven(LL) Ved(CT) Hom(CT) Wind(LL) in (loc) Well Ud -0.58 13-14 >721 360 -1.0613-14 >395 240 0.39 11 n1a n/a 0.80 13-14 >526 240 PLATES MT20 MT18HS Weight: 1691b GRIP 2441190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-4-6 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 8-14 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-825(LC 12). 11=-825(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3318/2236, 3-5— 2558/1847, 5-6=-2401/1788, 6-7=-2265/1737, 7-8=-2422/1761, 8-10=-5275/3598, 10-11=-5687/3847 BOT CHORD 2-17=-2010/3111, 16-17=-2010/3111, 15-16=-1531/2419, 14-15= 1319/2240, 13-14=-3269/5065, 11-13=-3578/5413 WEBS 3-17=01304, 3-16=-807/565, 5-15=-320/270, 6-15=-489/605, 7-14=-352/592, 8-14=-3047/2096,8-13=-1175/1985,10-13=-408/379 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=71D; L=35D; eave=5ft; Cat. 11; Exp C; Encl., GCpi=O.18; MW FRS (directional) and C-C Exterog2) -1-0-0 to 2-6-0. Interior(l) 2-6-0 to 17-0-0, Exlerior(2) 17-0-0 to 18-0-0, Intenor(1) 22-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcu mint with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 11 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 joint(s) except (jt=1b) 2=825, 11=825. 21n1m Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNING -Verfrydesl9n Paramefersand READNOTES ON TN/SANOPICLUDEDMWEKREF ANCEPAGEM1474n.re.. raUX2015DEFONE USE. Design valid for use only with MOe& connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate ma design Into fine overall 7 building design. Bracing Indicated is to prevent buckling of Individual huss web and/or Chord members only. Additional temporary and permanent bracing MOW 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of fusses and truss systems, seeANSViPII Quality CdMlla, DSB49 and SCSI Buldkrp Component 69N Parke East Blvd. Saf9ty hsformallono,ollobia from Truss Plate Institute, 218 N. tae Sheei. Suite 312, Alexantlria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Dry Ply MANOR71 T15168865 Ml 1139 A4 Hip 1 1 Job Reference (optional) unamoers i ruse, ina, tort Pierce, FL 8.130 S Mar l l 2018 MlTek IndmtneS, Inc. I ue cep 25 08:37:01 2018 Pagel Scats =1:62.3 4.00 FIT 4x8 = 9x4 � 4x6 — 5 6 7 Sxb C 2x3 5x8 8 5x8 MT18HS 4 25 26 3 e 10 24 m 27 n1 2 t3 11 12imo 10 ;414 7xB MT18H5 = f 15 4x8 = 17 16 3x4 = 3x5 = 2x3 11 5x8 = 2.00 r12 3x12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) BCLL 0.0 Rep Stress [nor YES WB 0.74 Horz(CT) BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x4 SP M 30 BOT CHORE WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-825(LC 12). 11=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-3316/2376, 4-5=-2563/1968, 5-6=2462/1977, 6-7=-2800/2203, 7-8=-2948/2252, 8-9=-5229/3788,9-11=-5692/4100 BOT CHORD 2-17=-2144/3109, 16-17= 2144/3109, 15-16=-163512413, 14-15= 1547/2362, 13-14=-3431/5004,11-13=-3821/5419 WEBS 4-17=0/301, 4-16=-806/577, 5-15=-225/264, 6-15=-239/292, 6-14=-476/680, 7-14=-406/661,8-14=-2564/1843,8-13=-1246/1955, 9-13=-463/433 in (too) Well L/d PLATES GRIP -0.53 13 >792 360 MT20 2441190 -0.9913-23 >423 240 MT18HS 2441190 0.36 11 n/a n/a 0.73 13 >575 240 Weight: 1701b FT=20% Structural wood sheathing directly applied or 2-4-13 oc puffins Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops4 h=15ft; B=71ft; L=35ft; eave=5f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Extedor(2) 15-0-0 to 20-0-0, Interior(1) 24-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load 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 at joint(s) 11 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 (jt=lb) 2=825, 11=825. Joaquin Velez PE No.68182 Mill USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 ,&WARNING- Verhy Eesfgnparameferemd REAONOTES ON TNISANO INCLUDED MREKREFERANCEPAGEM67473reV 1MAY1a15BEFOREUSE Design valid for use only with Milconnectors. Thb design is based only upon parameters Mown, and is for an Individual buildrig component, not �■ r` a truss system. Before use, iho bullding designer must verify the applicability of dwgn parameters and properly Incorporate this design Into Me overall bullding design. Brccing indicated is to prevent buckling of Individual muss web and/or chord members only, AddlBonal temporary and permanent bracing MiTek' IS always required for Stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding he fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSUTPll Quell Criteria, DS849 and SCSI Building Component Seoul Parke East Blvd. Safety Informotbrpvailable from Truss Plate Imillute, 218 N. We Street. Suite 312, Alexcntlrlo. VA 22314. Tampa, FL 33610 Job TnLss Truss Type Oty Ply MANOR 71 T1516B866 M114t39 AS Hip 1 1 Jab Reference (opti0na8 Chambers Truss, Inc., Fort Pierce, FL ;,t d 3x6 II 3x6 = 4.00 R-2 4 5 24 15 14 8.130 s Mar 112018 MiTek 3x4 = 4x5 = 46 625 26 27 7 8 Inc. Tue Sep 25 08:37:02 2018 Page 1 (Rw14Jx42Yg7fC80zhtArMyglw1 l ya8W 7 Scale = 1:61.3 3 = 2x3 11 5x12 = 3xl2 2.00 12 7-7-15 Zz i 3-7-8 22-0.0 23-11-12 2&9.9 35-0-0 r 7-7-15 5-11-9 8-4.8 i-11-12 2-9-13 8-2-7 Plate Offsets (X Y)-- t2:0-16 Edger t4:0-3-0 0-2-81 f 10:0-1-15 Edger LOADING (psf) SPACING- 2-0-0 C51. DEFL, in floc) Wait L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.53 12 >799 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.99 12-21 >426 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horl 0.35 10 Na file BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(L-) 0.72 12 >580 240 Weight: 160 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Hors 2=-136(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-3302/2424, 3-4=-2589/1988, 4-5=-2410/1948, 56=-2430/1959, 6-7=-3580/2713, 7-8=-3728/2795, 8-9=-5216/3822, 9-10- 5695/4205 BOTCHORD 2-15=-218B/3094, 14-15=-2188/3094, 13-14=-2124/3102, 12-13=-3448/4977, 10-12=-3922/5422 WEBS 3-15=0/288, 3-14=-756/612, 6-14=9531755, 6-13=-373/685, 7-13= 697/994, 8-13=-2051/1540,8-12=-1293/1901,9-12=-474/482,5-14=-381/608 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=4.2pst BCDL=3.Opst h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 13-0-0, Extedor(2) 13-M to 27-0-9, Interior(1) 27-0-9 to 36-0-0 zone;C-C for members and forces & 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 pat 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 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 beading plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=825, 10=825. Joaquin Velez PE No.68182 Mil USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 OWARN/NG- Vorllydeslgnpaameto..dREAONOTESONTROANONCLOOEDUWI REFERANCEPAGEMLL7473rev. 1nN.'Y1015BEFOREOSE Design valid for use only with Ml connectors. This design Is based only upon parameters shown, and is for an individual buildng component, not ��- a truss system. Before use, the building designer must verify 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 MiTek- Is always required for stabllily end to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobdaatloo. storage, delivery. erection and bracing of trusses and truss systems. SnANSVTP11 Quality Caters. DS549 and SCSI Building Component 69M Parke East Blvd. Safety sformallanavoiable from Truss Plate Institute. 218 N. Lee Sheet.suits 312. Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type OtY Ply MANOR 71 T15168867 M114,39 A6 Hip 1 1 Job Reference (optional) ,e,,,,ii, ruu rroFce, rL a.l Lu s mar l l zu to miI ex mauemea, nic. i ue, oep eo uo:erua eu no 5x8 = 3x5 = 4.00 12 4 5 24 25 3x4= 5xB MT1BHS= 6 26 7 Pn s Scale=1:61.3 01�2 m 15 14 13 3x4 = axe = 2x3 It 3x4 = 5x8 = 3x12 = 2.00 12 7-7-2 17-0-0 13-]-8 18-10-8 23s.i1-1-a n- --12 %_-0268-1a 8-1 35-0-0 ' 7a-2 I a-a-ta I 7a.B I s.n.1 I 9.I a -a -is � Plate Offsets (X Y)-- [2:0-0-2 Edge] [4:0-5-4 0-2-81 [7:0-4-0 0-2-31 [9:0-1-15 Edge] [13:0-2-0 0-2-8) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.56 11-12 >748 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.0311-21 >408 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.36 9 file n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.78 11-12 >542 240 Weight: 162 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 23-13 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331212471, 3-4=.2801/2173, 4-5= 2937_ /2307, 5-6=-4027/3051, 6-7=-0954/3675, 7-8=-5236/3830, 8-9= 5685/4263 BOT CHORD 2-15=-2231/3105, 14-15=-2231/3105, 13-14=-181512626, 12-13=-2030/2953, 11-12=-2817/4091, 9-11=-3974/5411 WEBS 3-15=-1/266,3-14=-613/527,4-14=-282/373, 4-13=455/612, 5-13=-833018, 5-12=-896/1276, 6-12=-675/575, 6-11=-670/1004,8.11=.440/553,7-11=-997/1469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VulI65mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=151t; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Extedor(2) 11-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at 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 100 lb uplift at joint(s) except (jt=1b) 2=825, 9=825. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 O WARNING - Vedlydesign Parsmetersand READ NOTES ON TH/SANDWCLUDEDMREKREFERANCEPAGEMM74"3 v.. 1aNs4?015BEFORE USE Design valid for use only wins Manley connectors. This design Is based only upon parameters Shown, and is for an Individual bulling component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate MIS design Into the overall balding design. Bracing Indicated is to prevent bucking of lndlvldual muss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with poetble Tonsonol Injury and property damage. For general guldonce regarding the fabrication storage, delivery, erection and bracing of musses and truss systems, seeANSVIPit Dual Cdbda, DSB49 and BCSI Balding Component 6904 Parke East Blvd. Safety Infarmalbnwollable from Trust Plate Inshfute, 218 N. Lee Sheet Suite 312, Alexondrio. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR 71 T75168868 M11439 A7 Hip 7 1 Job Reference (optional) wamoers I was, Inc., ton Fierce, hL 4xe = 2x3 II 4.00 12 4 826 a.1JU s Marl I 2U1 a MI I eK Industries, Inc. I Ve sep 2b Ua:J/:U4 ZUla 3x6 = 3x4 = 4x8 = 2x3 ii 6 7 27 8 9 Scale = 1:60.5 3x4 = 3x4 = ads = 6x8 = 3x4 = 3x6 = 3x4 — 3x4 = 9-0-0 I 19-10.0 _n 35-0-0 Plate Offsets (X,Y)-- 12:0-0-14 Edge] [4:0-5-4 0-2-0] [8:0-5-4 0-2-0][10:0-1-2 Edge] LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) -0.13 12-23 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Veri(CT) -0.2912-23 >884 240 BCLL 0.0 Rep Stress Incr YES We 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(L-) 0.1312-23 >999 240 Weight: 161 Ib FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=362/0-8-0, 15=1620/0-8-0, 10=716/0-8-0 Max Horz 2=97(LC 11) Max Uplift 2=-256(LC 12), 15=-933(LC 12), 10=-460(LC 12) Max Grav 2=390(LC 21), 15=1620(LC 1), 10=731(LC 22) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row at midpt 7-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-055/278, 4-5=-521/823, 5-7=-521/823, 7-8=-646/514, 8-9=-1155/896, 9-10=-1409/1091 BOT CHORD 2-17=-160/325, 14-15=-280/646, 12-14=-638/1078, 10-12=-938/1311 WEBS 3-17=-3961473,4-17=-310/444,4-15=-942(713,5-15=-326/367,7-15=-1554/1143, 7-14=-128/406,8-14=-516/399, 8-12=-283/444, 9-12=-355/436 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; 0=71ft; 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, Interior(1) 2-6-0 to 9-0-0, Extedor(2) 9-0-0 to 30-11-6. Interior(1) 30-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) 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 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(s) except Qt=lb) 2=256, 15=933, 10=460. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNING- Verlfydesl9nparameteoand READNOTE ONTMSANDWCLUDEDMREKREFERANCEPAGEMIP74M.r .lGN1R0158EFOREVSE �■�' Design valid for use only with MBek® connectors. This design 6 based only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, the building designer must verify die applicability of design parameters and properly Incorporate this design Into me overall `•�iaw building design. Bracing indicated is to prevent buckling of Individual sass web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse Win possble personal Injury and property damage. For general guidance regarding the fabdcatlon. storage. delivery. erection and bracing of trusses and fuss systems, seeANSVIPII QUO' Criteria, D6Bd9 and BCSI Building Component 6904 Parke East Blvd.Safety Informaibw roiloble from Truss Plate InstiMAl e, 218 N. Lee Sheet, Suffe 312. exontlrip. VA 22514. Tampa, FL 33810 Jcb Tress Truss Type OtY Ply MANOR 71 T75168869 M1L439 B Roof Special 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.130 s Mar 11 2018 MiTek Industries, Inc. Tue Sep 25 08:37:05 2018 4.00 12 6x10 = 3.4 II 6 7 ,. 11 16 16 bX1U = 3x4 = 4x6 = 3x5 = 4x10 = 3x4 I 2.00 12 Scale=1:60.3 302 21f1m LOADING (part) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vart(LL) -0.55 13 >764 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ved(CT)-1.0213-24 >412 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES We 0.80 Horz(CT) 0.38 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(ILL) 0.76 13 >556 240 Weight: 1731Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc pudins. BOT CHORD 2x4 SP M 30 'Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-15: 2x4 SP No.3 WEBS 1 Row at midpt 8-14 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3345/2225,3-5=-2959/1946,5-6=-2099/1519,6-7=-2745/1985, 7-8=-2791/1918, 8-10=-5241/3361, 10-11=-5691/3687 BOT CHORD 2-18=-1995/3150, 16-18=-1479/2456, 7-14=-206/271, 13-14=-3019/5016, 11-13=3425/5418 WEBS 3-18=4741463, 5-18=238/563, 5-16=-705/569,6-16=-413/224, 10-13=-463/431, 8-13=-1109/1943,8-14=-2684/1670,14-16=-1136/2094, 6-14= 1261/1888 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=71ft; L=35ft; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(i) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This tress has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This tress 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=825, 11=825. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 25,2018 ,&WARNING-Vedrydesrgnyeremerem4nd REAON0TE9 ON WISANO INCLUDED MmisKREFENANCEPAGEMIL747arc1 10,11GAU115BEFOREUSE. Design volldfor use only with MBelgconnectors. This design is based only upon parameters shown, and is for an Individual building component, not �■- r` a huss system. Before use, Me building designer must verify the opplicablllty of design parameters and properly Incorporate this design Into Me overall bulldingdeslgn. Brccing Indicated is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSWII Quality Crania, DSB49 and BCN Building Component 69N Padre East Blvd. Safety Inrormatbnovailoble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Type City Ply MANOR 71T75168870 M 11,439 F Hip Girder 1 1 Job Reference (optional) Unamaers I toss, Inc., Fart Pierce, FL 6.13U s Mar ll 2U18 Wax Industries, Inc. I ue sep 2b UB:3/:U] 2U18 Pagel ID:AJiamcsgg FaOsPzA?N?xeHyei 1I-17kW wQoB?9kOUyGkdej)(2N?n11RXRb5560hhEya8Vw b-0 22 90 [10q &IU10 ]-0O 9£0 11£a 12 15b 17i 19-6-0 21 6-0 22-0r0 a3-6-0 25£O 28iF0 31-1-2 35-0e a6Q0 F1-o-0 s10-1a 3-1-2 zoo 1 zoo a-0-ao I 2u zoo 2a [ z W l z+w I a1-z a10-1a t^oo p9-0 Scale=1:64.8 TOP CHORD MUST BE BRACED BY END JACKS, 4.00 12 4x4 = ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 12 46 14 47 16 NAILED NAILED NAILED 45 4B NAILED NAILED 3.6 44 10 19 3x6 al 439 Sp�4XB NAIL 49 21 NAILED =42 4 6 c5 = 1 3 = ILE 20 4x8 = _ 3 9 NAIL 15 f IL 20 25 51 41 52 1 2 0 53 54 55 56 57 58 59 30 60 61 34 33 32 31 29 Special NAILED 7x8 = NAILED 3x5 o NAILED 3x6 = NAILED axis= 6x10 =NAILED NAILED NAILED NAILED NAILED 230E 3-10-1a ]-0a 310.1a 3-1-2 I 0 L60 -2 35a: 1524 1376-0 0 274-0 2]-111 3-0 2-0�d�300 3-10-10 3x4 = Plate Offsets (X Y)-- [2:0-0-2 Edge] [3:0-2-4 0-2-01 [15:0-2-12 0-3-81 [26:0-7-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' TC 0.98 Verf(LL) 0.29 33-34 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Ven(CT) -0.32 33-34 >822 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 HOR(CT) 0.08 31 r✓a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc pudins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 -Except' 1 Row at midpt 3-9 20-31,26-29: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. WEBS 1 Row at midpt 9-32, 15-31, 26-31 JOINTS 1 Brace at Jt(s): 9, 15, 20, 13 REACTIONS. All bearings 0-8-0. glo) - Max Horz 2=-179(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-1087(LC 8), 27=-279(LC 25), 31=-2164(LC 8), 29=-245(LC 8) Max Grav All reactions 250 Ib or less at joints) except 2=1443(LC 1), 27=323(LC 14), 31=3029(LC 1), 29=550(LC 30) FORCES. glo) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3649/2731, 3-4=-363/201, 4-8=-294/149, 8-10=312/196, 10-12=-312/244, 12-14=-274/247,3-5=-3015/2291,5-7=3016/2292,7-9=-3016/2292, 9-11=-861/637, 11-13=-861/637, 13-15=-861/637,15-17=-1507/2247,17-18=-1507/2247, 18-20=-1507/2247, 20-22=-1507/2247, 22-24= 1507/2247, 24-26=-1513/2254, 14-16=-282/256, 16-19=-321/248,19-21=-288/178,21-25=-296/145,25-26=-322/143, 261 BOT CHORD 2-34=-2481/3428, 3334=-2435/3370, 32-33= 2184/3241, 3132= 544/1121, 29-31=-593/476, 27-29=-599/492 WEBS 9-33= 1421449,9-32=-2348/1799,15-32=-756/1254,15-31=-3513/2423, 20-31=-519/518, 334=-470/647, 26-29=310/237, 26-31=-1576/1233, 3-33=-114/270, 18-19= 323/320, 7-8=-352/336 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=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. Joaquin Velez PE No.88182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL Cori 6634 8) ' 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 6904 Parka East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10871b uplift at joint 2, 279 Ito uplift at RRnfpmhpr 95901 R joint 27, 21641b uplift at joint 31 and 245 lb uplift at joint 29 Q WARNING- Verilydesign llerdmefersena READ NOTE ONMSANOPICLUOEOMT7EKREFERANCEPAGEMX74"mrs 1e1RYF0159EFOREUSE Design valid for use only with MRek@ connectors. This design b hosed only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate MIs design into the overall bulltlingdeslgn. Bracing Indicated lsleprevent buckling ofindivldualtrurawaband/or chord members only. Additional temporary and pennanantbrocing M[Tek Is always required for stability and to prevent collapse wim possible personal Injury and property damage. For general guidance regarding the fob0catbn storage, delivery, erection and bracing of trusses and xuss systems seeANSVTP11 Quail BV Criteria. D8849 land 11CSI Bolding Component 6904 Parke East Blvd. Safely Informotionorailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexantltlo. VA 22 14. Tampa, FL 33610 Job Thus Type O1y Ply MANOR 71T75168870 M11.439 BHA TH�ip"Gsrder 1 1 Job Reference (ootionall unamoers I russ, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Sep 25 08:37:07 2018 Page 2 ID:AJiomcsgg FaOsPzA?N?xeHyei 11-17kW wOoB?gkOUyGkdeIX2N?n11RXRb5560hhEyaeVw NOTES- 11) "NAILED' indicates 3-1Od (0.148'x3') or 3-12d (0.148')3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2421b down and 328 lb up at 7-0-0 on top chord, and 402 lb down and 5041b up at 74141 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-14=-54, 14-26=-54, 26-28=-54, 35-38=-20 Concentrated Loads (Ib) Vert: 34=402(F) 41=-146(F) 42=-111(F) 43= 111(F) 44=-111(F) 45=-111(F) 46=-111(F) 47=-111(F) 48=-111(F) 49=-111(F) 50=-111(F) 51=-111(F) 52=-111(F) 53= 68(F) 54=-68(F) 55=-68(F) 56=-68(F) 57=-68(F) 58=-68(F) 59=-68(F)60=-68(F) 61=-68(F) Q WAIWING-Verity Cesrq.1.er4rsa0ENEAGN0rTES ON WISANOWCLUOEOMI KRUF ANCEPAGEN&74".. tG0jr1015BEFOBE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, fine building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bullding design. Bracing Indicated is to prevent buckling of hi tmss web and/of 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 Safety Infomlationc noble from Truss Rate Institute. 218 N. Lae street,rSuite 312, Alexandria,tQuality2314mK� aSB49 and aC51 BUEdhp Component MiTek' Tampa, FL 33610M4 ;Job 39 �Trms �TwnType ]Otyply]MANOR71rid.T15168871 reo tional wemuers r toss, mc., ton vierce, FL e.l Ju a Mar 11 2uid MI tax Inc. I ue NAILED 5x12 MT18HS = NAILED NAILED NAILED NAILED NAILED 4.00 12 Special NAILED NAILED 2.3 II 3.6 = 3x6 = NAILED 3x4 = NAILED Special Sx6 = 25 uu:37:U9 4uld Hage 1 Scale = 1:60.3 Ja Jo 10 a1 an ae 4u n1 aL 12 4J 44 3x4 = 2x,3 11 NAILED 3x6 = Sara = NAILED 3x5 = 5x8 MT18HS = NAILED 6.8 - 45 = Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 3-10.14 7-0.0 10.4.0 73-8.0 18.5-15 23-2-1 28-0.0 31-1-2 35-0.0 1 n.m-tb I a1.o I n I I I I I I � _ Plate Offsets (X,Y)- f3:0-9-0 0-2-81 (6:0-3-8 0-1-81 (11:0-3-B 0-3-0I f14:0-3-e 0-3-Oil LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) -0.34 11-13 >751 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Veri -0.7611-13 >339 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.3711-13 >696 240 Weight: 155 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Excepr 4-14: 2x6 SP No.2 REACTIONS. (Itc/sli 2=504/03-0, 14=3752/0-8-0, 9=1326/0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=-652(LC 8). 14=-2840(LC 8), 9=4012(LC 8) Max Grav 2=513(LC 17), 14=3752(LC 1), 9=1327(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 1 Row at midpt 6-14, 3-14 FORCES. (lb) - Max. CompJMax Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 23=-778/990, 3-4=-1513/2146, 4-6=-1513/2146, 6.7=-1267/775, 7-8=3171/2427, 8-9=-3362/2486 BOT CHORD 2-16=-836/704, 14-16=-876l744, 13-14=-612/1267, 11-13=-1937/2770, 9-11=-2245/3137 WEBS 3-16=-646/742,4-14=772/685,6-14=-3794/2549,6-13=-671/1191, 7-13= 1665/1485, 7-1 1=-370/570,8-1 1=-323/635, 3-14= 3037/2708 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=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 2, 29401b uplift at joint 14 and 1012 lb uplift at joint 9. 8) 'NAILED' indicates 3-1 Od (0.148'x3°) or 3-12d (0.148'x3.25') toe -nails per NDS guidiines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 Ib down and 316 Ito up at 7-0-0, and 193 It, down and 316lb up at 28-0-0 on top chord, and 402 lb down and 419 Ib up at 7-0-0, and 402 lb down and 504 Ib up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=.54, 3-8= 54, e-10=-54, 17-20= 20 Joaquin Velez PE No.69162 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNING-Verlrydeslgnpa arefers and READNOTES ON MIS ANOU/CLUOEOMIrENREFERANCE PAGE MM17=me. faT342015BEFORE USE. Design valid for use only with Miele® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use. Me 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 Intllvltlual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabdcatlom storage. delivery, erecaon and bracing of muses and truss systems, seeAN6UIPtt QuaV Cri DSB49 and BC51 Building Component Safety Informalbnwoiloble from Truss Plate Institute, 218 N. Lee Street Suite312, Alexandria, VA 22314. 69N Palle East Blvd. Tampa, FL 33610 Joh Truss Truss Type Oty Ply MANOR 71 T75768871 M11A39 GRB HIP GIRDER 1 1 Jab Reference (ootionall Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Sep 25 08:37:09 2018 Page 2 ID:AJiomcsggFaOsPzA7N?veHyeill-pWSH1 US2icPSGo6f2gBcTSLVrMI?INOZOVN7ya8Vu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-146(B)8=-146(B) 16=-402(B) 11=-402(B)23=-111(B) 24=-111(B)25=-111(B) 27>111(B)28=-111(13) 29=-111(B) 30=-111(B) 32=-111(B)33=-111(B) 34=111(B) 35=-68(B)36=-68(B)37=-68(B) 38=-68(B) 39=-68(B) 40=-68(B) 41 =-68(B) 42=-68(B) 43=-68(B) 44=-68(B) O WANNWG-V4rlfyEesl9aGaram4fersr.dREAD NOTES ON TN/SANDINCLUDEOM/FEKNEFENANCEVAGEMX74"J v. 169340156EFOREUSE Design valid for use only with Weld, connectors. This design Is based only upon parameters shown, and Is for an Individual burring component, not a truss system. Before use, the building designer must verity the applicability of assign parameters and properly Incorporate 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 MiTek' Is always required for sloblilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection antl bracing of trusses and truss systems, seeANSVTP1f Quality CMufo, DS049 and SCSI Building Camponont Safety Informatiomsvallobie from Truss Plate Institute. 218 N. Lee street Suite 312, Alexandra. VA 22314. 69M Parke East Bivr. Tampa, FL 33610 Job Truss Truss Type Oty, Ply MANOR71 T15168872I Ml$439 J1 JACK -OPEN 8 1 Jab Reference (optional) ..wa, m,.., run rrerce, rL 3x4 = o.Tausmanazmd MIIexmawmes,lnc. uesepzoua:acpazu16 Vogel ID:AJiomcsggFaOsPzA?N?xeHyeil -pWsH1 US2icPSGo612gBeTSXnrbH?WtOZOVn17ya8Vu Scale = 1:6.1 LOADING (pat) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(l) -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 BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 12) Max Uplift 3=4(LC 9), 2=-140(LC 12) Max Grav 3=10(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (lb) -Max CompJMax. Ten. -A[[ forces 250 (lb) or less except when shown. BRACING - TOP CHORD Stmcturel wood sheathing directly applied or 1-M oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;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 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 4lb uplift at joint 3 and 1401b uplift at joint 2. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNING-Veritydesfynparamataraand READ NOTES ON MN ANDWCLUDEOMITEKREFERANCEPAGEMX74TJrev. lzVJVa159EFOREUSE. Design volid for use only with Mffe13s connectors. This design Is hosed only upon parameters shown, antl u for an indMtlual builtling component, net a Kuss system. Before use, the building designer must verity the applicability of design parameters antl properly Incorporate this design Into the overall building design. Brocing Indicated is to prevent buciring of indvidual buss web and/or chord members only. AOdtilonal temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding me fabrication, storage. delivery, erection and bracing of trusses and trass systems, seeANSU1Pil Quality Criteria. DS3 49 and SCSI Building Component 6904 Palle East Blvd. Safety mformationaecilable from Truss Plate Institute. 218 N. We Street, Suite 312, Alexandria, VA 22314, Tampa, FL 3361D Job Truss Type Oty Ply MANOR 71T15168873 TJ3 M14439 JACK -OPEN 8 1 Job Reference (optional) .o»,..... ran ricrac, 1-1- 3x4 = a.ldus mare zuio muex mausmes. Inc. sue bep zaua:3Glu zulu rages ID:AJiomcsggFaOsPzA?N?xeHyeil 1-HiOfFgSgTwXJtyhrPmB09h?goFt7kz7Xo3FLIZya8Vt Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.29 Ve all 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ven(CT) -0.01 4-7 >999 240 SCLL 0.0 ' Rep Stress Inter YES We 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matnx-MP Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=63/Mechanical, 2=172/0-8-0, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12), 2= 207(LC 12), 4=-51(LC 12) Max Gray 3=63(LC 1), 2=172(LC 1), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=4.2pst BCDL=3.Opsf; h=15ft; B=71ft; L=3511; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-0-0 to 2-6-0, Interior(l) 2-6-0 to 2-11-4 zone; porch left and night exposed;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 nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.01 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 67 lb uplift at joint 3, 207 lb uplift at joint 2 and 51 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNWG-Verity design parameters and READ NOTES ON MIS ANDOUCLUDEDMREKREFERANCE PAGE 111II-7473me TY132015BEFORE USE. Design valid for use only wim MBea connectors. IDls design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this deslgn Into me overall building tlesign. Brocing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- u always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and nuss systems, seeANIftmill Quai8yCiRnh, b$"9 and SCSI Building Component 69N Parke East Blvd. Safety mformationavallabie from Bross Rate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry Ply MANOR71 T151fi8874 M1J439 J5 JACK -OPEN 8 1 Job Reference (optional) I miss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. The Sep 25 08:37:11 2018 Page i ID:AJiommggFaOsPzA?N?xeFiyeil l-Iv_7 SATIEDfAV6G1 zTiBuXgwC_TQNg01_ugOyaeVs Scale = 1:12.7 16.1 Plate Offsets (X Y)— f2:0-1-6 Edgel LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (foe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.32 Vert(LL) 0.11 4-7 >522 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC20177TP12014 Matrix -MP Weight: 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Its/size) 3=115/Mechanical, 2=242/0-8-0, 4=63/Mechaniml Max Hom 2=123(LC 12) Max Uplift 3=-122(LC 12), 2=-278(LC 12), 4=-92(LC 12) Max Grav 3=115(LC 1), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directorial) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-4 zone; porch left and right exposed;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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1221b uplift at joint 3, 278 to uplift at joint 2 and 92 Its uplift at joint 4. Joaquin Velez PENo.68182 MiTek USA, Inc. FL Cert 11634 $904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 Q WARNING-Veritydeslgn pnrametersand READ NOTES ON TNOMDMGLUBEOM?KB£PERANCEPAGEN6T4 .J ..faro 01SBEFONEUSE Design valid for use only with MRekg connectors. This design Is based only upon Parameters shown, and is for on Individual building component, not �' a huss system. Before use, the building designer must vedly the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible person Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVfRI Quality Cdtedo, OSl-89 and SCSI luldbQ Component 6904 Parke Ent Blvd. Safety Informationavoiloble from Truss Plate Institute, 218 N. Lea Sheet, Suite 312, Alexandra VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply MANOR71 T15168875 M14439 J7 JACK -OPEN 24 1 .loh Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 Mil Industries, Inc. Tue Sep 25 08:37:11 2018 Page 1 ID:AJiomosggFaOsPzA?N?xeHyeil I-Iv_1 SATIEDfAV6G1 zTBu%oieClTONgOj_ugOya8Vs LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ld TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vat -0.09 4-7 >976 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.18 4-7 >451 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.17 4-7 >497 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12) Max Gmv 3=165(LC 1), 2=315(LC 1).4=124(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. Scale: 3/4'=1' PLATES GRIP MT20 2441190 Weight: 231b FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=711t; L=35ft; eave=5ft; Cat. II; E1Io C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-4 zone;C-C for members and fames & 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 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 truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ib uplift at joint 3, 210 lb uplift at joint 2 and 12 lb uplift at joint 4. - Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2018 O WARNING- yeNly EeslSOP..,m, ,xzmd READNOTES ON Was AND INCLUDED MITEKREFERANCE PAGE MIG7473rev. 1010.YlofS BEFORE USE Design valid for use only with Ml 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 verify the applicobilily of design parameters and properly Incorporate this design into the overall buldingdesign. Bracing Indicated is to prevent buckling of Individual fruss 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 fabricotlon, storage, delivery, erection and bracing of trusses and Was systems, S9pANSVTPiI QuaII1y CMrrM, DSB-89 and SCSI Bull Component Safety Informific s noble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. �- WOW 69N Palle East Blvd. Tampa, FL 33610 Job Truss Tress Type - Dry Ply MANOR 71 T75168876 M1.1439 KJ7 DIAGONAL HIP GIRDER 4 i Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Sep 25 08:37:12 2018 Page 1 ID:AliomcsggFaOsPzA?N?xeHyei1l-D5YPfWUw?Xn17G(EXADuE641v2YrCnRgFNkRMSya8Vr Scale =1:21.2 to 3x4 = NAILED NAILED — 11 NAILED 5 5-6-11 4-3-6 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO We 0.40 Horz(CT) -0.02 5 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 39 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=111/Mechanical, 2=501/0-10-15, 5=362/Mechanical Max Horz 2=161(LC 21) Max Uplift 4=-117(LC 8), 2=-574(LC 8), 5=-443(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/1087 BOT CHORD 2-7=-1148/990, 6-7=-1148/990 WEBS 3-7=-298/284,3-6=-1044/1211 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15f; B=71ft; L=35ft; eave=5D; Cat. II; Este C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; 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 tress 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 117 lb uplift at joint 4, 574 Ile uplift at joint 2 and 4431b uplift at joint S. 6) "NAILED" indicates 3-1 Od (0.148'x3') or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 11=-3(F=-1, B=-1) 12=-76(F=38, 8=-38) 13=-7(F=3, B= 3) 14=-20(F=-10, B=-10) 15=-69(F=-34, B=-34) Joaquin Velez PE No.68182 Mil USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 25,2018 QWARN/NG-Veritydeslgnparamete2end REAONOTES ON WISANDINCLDOEDM KNEFEFANCEPAGEMIP74T3 rev. 1G=015SEFORE USE Design valid for use only with Ni connectors. this design Is based only upon parameters shown, and Is for an individual building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buiidingdesign. Bracing indicated Is to prevent buoNingofIndividual tmssweb and/or chord members only. Additlor ltemporaryandpermanentbracing Is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication: storage. delNery, erection and bracing of trusses and muss systems meµSVIPIi Quality Cdfedo, DSO-89 and SCSI Belding Component Safety fetoenationavailoble from Truss Nate Institute. 218 N. Lee Street Suite 312. Alexandda, VA 22314. ��- MiTek' 6904 Padx East BNd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �/ldr For 4 x 2 orientation, locate plates 0-1na' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or `'y/// by text In the bracing section of the output. Use T or I bracing if Indicated. BEARING Indicates location where bearings <�no (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown t sc ale) sixteenths II' —II (Drawings not }o scats) c O U U a O JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCILWLSE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekB All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or puffins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI1 Quality Criteria.