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HomeMy WebLinkAboutTRUSS PAPPERWORKl�UatwlllQl uuv. , nVL CVvv Flujo tliculiv. rYIVIYIMN Lot/Block: Subdivision: . Address:. 5421 STATELY OAKS STREET,. City: FORT PIERCE State: FL IP/PPL IF v vi„a1YLU BY 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 8.2 . Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 7 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. Seal# Truss Name . Date 1 T18578975 Al 11/5/19 2. T18578976 A2 _ 11/5/19 3 T18578977 CA 11/5/19 4 T18578978 CJ3 11/5/19 5 T18578979 CJ5 11/5/19 6 T18578980 EJ7 11/5/19 7 T18578981 HJ7 .11/5/19.' The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's. Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. 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 ANSlrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and,design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, thebuilding designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. - 0 9 0 E � ' O F 441 �0O', ORI it liloO Thomas 0. Albert PE N0.39380 I LE COPY MiTek USA, Inc. FL Gen 6634 69D4 Parke East Blvd. Tampa Fl. 33510 Date: November 5,2019 Albani, Thomas 1 of 1 Job. Truss Truss Type City Ply T18578975 2146814-PACE-MUNYAN Al COMMON 8 1 Job Reference (optional) o a r,mr Source, 11v4 wy, 11- a4Soo, s Jul 14 2U19 Mr I ex Industries, Inc. fue NOV 5 15:19:26 2019 Page i 2.4 1 46 = 4 6x911 2x4 11 6xB 11 Scale = 1:34.9 .4 II to Plate Offsets (X Y)-- r2:0-4-4 0-1-151 [6:0-4-4 0-1-151 LOADING (psi SPACING- 2-0-0 CSI. .DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.06 2-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014. MatdXSH Wind(LL) 0.05 2-8 >999 240 Weight: 93 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP.No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP N6.3 4-3-11, Right 2x4 SP N O.3 4-3-11 REACTIONS. (Ib/size) 2=838(0-8-0,6=838/0-8-0 Max Hoe 2=-97(LC 10) Max: Uplift 2=-421(1_0 12). 6=421(LC 13) Max Grav 2=844(LC 19), 6=844(LC 20) FORCES. gla) - Mac Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-980/635, 4-6=-981/636 BOT CHORD 2-8=-277/711, 6-8=-2777711 WEBS 4-8=-66/368 BRACING - TOP CHORD .Structural wood sheathing directly applied or4-11-15 oc pudins. BOT CHORD 8-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE7-10;Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2pst BCDL=5.Opst h=15ft; Cat. II; Exp C; Part. Encl., GCpi=6.65; MW FRS (envelope) and C-C Exterior(2) -1-9-7 to 14-15, Intedor(l) 1-4-15 to 8-0-0, Exterior(2) 8-0-0 to 11-2-6, Interior(1) 11-2-6 to 17-9-7 zone; cantilever left and right exposed ;CC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--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 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 2=421, 6=421. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: November 5,2019 Q WARNING-Vent'ded9.Xremefereand READ NOTES ON TH/SANDINCLUDFB MITEKREFERANCEPAGEMS-7423 rev. 14MV?015BEFORE USE Design valid for use onty with MBeM 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 verify the appllcabirty of design parameters and properly Incorporate this design Into the overall building tlesign. Bracing Indicated k to prevent bucWing of individual truss web and/or chord members only. Ad rrional temporary and permanent bracing MiTek* is alwaprequired for Mobility and to prevent collapse with locesible personal hjury and property damage, For general guidance regording the fabrication. storage, delivery, erection and bracing of trusses and truss system% seeAHSU1P0 Qual Criti DSB89 end BCSI Balding Component 6904 Parke East Blvd. Safety Informatione ailable from Truss Plate rips ate. 218 N. tee Sheet Suite 312, Mexontltlo. VA 214. 23 Tampa. FL 33610 Job Toss Truss Type Cry Ply T18578976 214PS14-PACE-MUNYAN A2 HIP GIRDER 2 1 �Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 15:19:28 2019 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F.YzN?gYlpgg2a4bLbYBPn3NkwawlOmcExPChIK4yMBOT -1-8.0 7-0.0 9-0.0 16-0.0 - 17-8.0 • 1-8-0 7-0.0 2-o-0 7-0.0 1-8-0 2x4 1 Special 4,6 = Special 4.6 = 5z12 2x4 11 2x4 II 5x12 II Special Special Scale = 1:35.0 x4 It li Plate Offsets (X,Y)- [2:0-5-8,Edgel 17:0-5-8 Edbel --- - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc); Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.08 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 VBm(CT) -0.06 7-9 >999 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.19 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017ATPI2014 Matrix-SH Weight: 96lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Leh 2x4 SP No.3 3-9-15, Right 2x4 SP No.3 3-9-15 REACTIONS. (Ib/size) 2=1340/0-8-0, 7=1340/0-8-0 Max Horz 2=87(LC 7) Max Uplift 2=-979(LC 8). 7=-979(LC 9) Max Grav 2=1436(LC 33). 7=1436(LC 34) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 24=-2064/1519, 4-5=-1743/1407, 5-7=-2064/1518 BOT CHORD 2-10=-1187/1720, 9-10=-119511737, 7-9=-118511718 WEBS 4-10=-273/520, 5-9=-273/520 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc puffins. BOT CHORD 7-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); 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 by2-0-0wide will fit 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 Qt=lb) 2=979, 7=979. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 413I6 down and 4801b up at 7-0-0, and 4131h down and 4801b up at 9-0-0 on top chord, and 4071b down and 297 Ib up at 7-M, and 407 lb down and 297 Ib up at 8-11-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) at back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-4=-70, 4-5=-70, 5-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 4=-168(F) 5=-168(F) 10=334(F) 9=-334(F) Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 AWARNDlG.lrH1ydes1SnPmamefir.srdflADNOTES ONTNISANDNCLUOEOMNEKREFERANCEPAGENM174lJrev.10T22015BEFOREUSE Design valid for use onlywlth MTelr9 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a huss system. Before use, Me building designer must verity the applicability of design parameters ontl properly Incorporate this design into the overall building design. eraclng Indicated b to prevent buckling of Individual huss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wih possible personal injury ontl property damage, For general guidance regarding Me fabrication, storage, delivery, erection and brocing of trusses and hum systems seeANSVIPII GualItltlyy Criteria, DSdd9 and BC51 Building Compon�nl s904 Parke East Blvd.Saints,Informa8orrwotioblefram Truss Plate Institute. 218 N. Lee Sheet Suite 312 Alexontlrl0, VA 22314. Tampa, FL 33610 Jab Truss Thus Type OtY Ply T18578977 CA C CORNER JACK 8 1 Job Reference (optional) Builders First Source, Plard City, FL- 32566. 8.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 5 15:19:29 2019 Page 1 ID:OMGHgVGe6ryE1 YuEMmJmnYyIZ4F-OAxNtuIRR8ARNvo6uwOcbGAeKSZV5N4esRmW yMBoS -1-8-0 1-0-0 1-8-0 1-0-0 Scale =1:9.4 LOADING (psQ SPACING- 2-M CSI. DEFL. in (too). I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Ved(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hou(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 10 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (lb(size) 3=-98/Mechanical, 2=302/0-8-0, 4=9/Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-98(LC 1), 2— 127(LC 12) Max Grav 3--43(LC 8), 2=302(LC 1), 4=18(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Fxp C; Part. Encl., GCpi=0.55; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and night exposed ;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 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 1001b uplift at joint(s) 3 except Qt=lb) 2=127. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL CeA 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Job Truss Truss Type Cry Ply T18578978 2146814PACE-MUNVAN CJ3 CORNER JACK g 7 Job Reference (optional) FUii6aFS nrSr&Ui ram lTy,. rL- JLeoo, 6.24U S JU 14 2U1 B Mr I eK Industries, Inc. I us Nov 5 15:19:29 2019 Page 1 2 4x6 LOADING (fist) SPACING- 2-0-0 CS'. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Gdp DOL 1.25 TC 0.46 Vail -0.00 2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014. Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 3=31/Mechanical, 2=326/0-8-0, 4=26/Mechanical Max Horz 2=148(LC 12) Max Uplift 3=-95(LC 12). 2=-119(LC 12) Max Grav 3=67(LC 10), 2=326(LC 1); 4=52(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 2501 or less except when shown. Scale = 1:14.4 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 20lb FT.=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purins. BOTCHORD 2-0-0 cc bracing. NOTES- 1),Wind: ASCE 7-10; VuIt=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; fill Cat. II; Eery C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposetl ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 201 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. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=1b) 2=119. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610, Date: November 5,2019 QWARNING-Vadlydit&gnparamarereand READNOTES ON TNISAND INCLUDED MREKHEFERANCEPAGEssv7T mv.]atW2015BEFORE USE Design valid for use only with MBel connectors. Ihis design Is based only upon parameters shown, and is for an Individual building component, not a true; system. Before use, the building designer must verify the opplicabiilry of design parameters and properly Incorporate this design Into the overall building design, Bracing modeled is 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 personal hlury and property damage. For general guidance regarding the fabrication, storage: delivery, erection and bracing of trusses and truss systems, seeANSI/IPN QuptBy CrBMo, DSO-09 and BC31 Balding Component. 6904 Palle East Blvd. Safety lnformallonavoiloble from True Plate Institute. 218 N. use sheet Suite 312, Nexandtla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T78578979 21413814-PACE-MUNYAN CJS CORNER JACK 8 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 15:19:30 2019 3,6 II 5-0-0 5-0-0 Scale = 1:19.3 Plate Offsets (X,Y)-- 12:0-2-13,0-0-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.01 2-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 2-5 >999 240 BCLL 0.0 ' Rep Stress that YES WB 0.00 Horz(CT) -0.02. 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.32-9-1 REACTIONS. (lb/size) 4=127/Mechanical, 2=390/0-B-0, 5=46/Mechanical Max Horz 2=219(LC 12) Max Uplift 4=-185(LC 12). 2=-142(LC 12) Max Grey 4=171(LC 19), 2=390(LC 1), 5=92(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 5-0-0 oc bracing. NOTES- ' 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) -1-9-7 to 4-2-9, Interior(l) 4-2-9 to 4-11-4 zone; cantilever left and right exposed ;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 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 1001b uplift at joint(s) except (jt=lb) 4=185,2=142. Thomas A. Albanl PE No.39300 Mi fill USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 5,2019 ,&WARNING-Vedlydesrgnperemetersand READ NOTES ON TN/SANDMCLUDEDMG£KNEFENANCEPAGEMX74nmi, tOMY1015 BEFORE USE. Deslgn valid for use only with Maels® connectors, This design Is based only upon parameters shown and Is for an Individual hurtling component not 0 burs system. Before use, the bulldIng designer must verify the applicability of design parameters and properly Incorporate This design Into me overall bullding 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 Stability and to prevent collapse Win possible personal inter, and property damage. For general guidance regarding the fabeca6on storage, delNery, erection and bracing of Musses and truss systems. seeANSVMII CuaI1M Giffin OSI1d9 and 6CS1 Building Component safety I nformasonavoilable from Truss Rote Institute. 218 N. tee Sheet Suite 312. Alexandria, VA 22314. ��- MiTek' E904 Parke East Bind. Tampa, FL 33610 Job Truss Truss Type OtY Ply T18578980 2146814-PACE-MUNYAN EJ7 JACK -OPEN 4 7 Job Reference (optional) Swoons mrst Source, HIM Gny, FL - 325156, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 15:19:31 2019 2s 7x10 = Scale=1:25.4 Plate Offsets (X,Y)-- I2:0-0-9,04-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.02 2-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.06 2-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Harz(CT) -0.04 4 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.08 2-5 >999 240 Weight: 39 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.33-9-15 REACTIONS. (lb/size) 4=17a(Mechanical, 2=470/0-8-0, 5=95/Mechanical Max Horz 2=289(LC 12) Max Uplift 4=-209(LC 12), 2=172(LC 12), 5=-28(LC 12) Max Gmv 4=219(LC 19), 2=470(LC 1), 5=134(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 7-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.OpsC h=15ff; Cat.11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) -1-9-7 to 4.2-9, Interior(1) 4-2-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and farces & 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.Opst on the bottom 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 1001b uplift at joint(s) 5 except (jt=lb) 4=209, 2=172. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cod 8634 69114 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNWG-Vetlydesi9"pardmerersend READ onSs o'v AUD INCLUDED FIREK 9EFEFANCE PAGEM6)4YJrev. fW9a2015 BEFDaE USE DeslDn valitl for use only wIM Mnekati connectors. IDIs design a based only upon parameters shown, and Is for an IndNltluol buadin8 component, not at a truss system. Before use, the builtling tleslgI must veery the appllcabalNof tleslgn parameters antl properly Incorporate this tlesl9n Into the overall bulltlin9 tlesign. Bracing Indicated 4to prevenlb=kiing of lnoNitlual truss web and/or chord members only. Ad nonai temporary and permanent bracing MiTek' Is always reaulrad for sioblllty and to prevent collapse with possible personal N1ury and property damage. For general guidance regartling the fabrication storage, tl.....y erection and bracing of busses and tnLss systems seeAR31/IPfI pyaI8yCa1.M.OSld9 end I I MSIdYup Cempon.nl 9al.b hu/prmptbrxrvaloble ham Truss Plate Institute, 218 N. Lae Sweat, Suite 312, Alexontlea. VA 22314. fie09 Parke East BNtl. Tampa, FL 33610 Job Truss Truss Type City Ply T18578981 2146B74-PACE-MUNYAN HJ7 DIAGONAL HI P GIRDER 4 1 Job Reference (optional) aunueis nisi Source, r ms uuy, rL- Szoou, 8.240 s Ju114 2U19 Mi] ek lndwtnes, Inc. Tue Nov 515:19:32 2019 Pagel 1D:AMGHgVGe6ryE1YuEMmJmnYy1Z4F-OIcW WwoKk3Y?YCeNnOTIEDucpYCiAiNOW KpfVTryMBOP 1 -2-4-5 -4-3.6 4-11-0 9-10-1 2M 0.3-8 4-11-0 4-11-1 Scale = 1:26.9 5xB = .....___ .....___ 3x6 11 .....�.... ono - S 2.4 II NAILED NAILED NAILED 417-0 9-10-1 417-0., 4-11-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe). Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Veri 0.02 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 ' Rep Stress that NO WB 0.37 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 65 It, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2X8SP2400F2.OE WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 4=159/Mechanical, 2=523/0-10-15, 6=287/Mechanical Max Horz 2=306(LC 4) Max Uplift 4=-202(LC 4), 2=-447(LC 4). 6=-221(LC 8) Max Grav 4=167(LC 35), 2=648(LC 35), 6=354(LC 35) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/386 BOT CHORD 2-7=-536/649, 6-7= 536/649 WEBS 3-6=-703/581 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsh h=15ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nunconcurrent 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 1001b uplift at joint(s) except at=lb) 4=202, 2=447, 6=221. 6) 'NAILED' indicates 3-10d (0.148')3') or 2-12d (0.148'x3.25') toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (piq Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb). Vert: 11=169(F=85, B=85) 13=-56(F=-28, 8=-28) 16=-36(F=-18, B= 18) Thomas A. Albani PE No.39380 MTek USA, Ina. FL Cell 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNING- Vedfy design Paramerersend READ NOTES ON MS AND INCLUDED MREKREFERANCE PAGE UX;r J rev. la=aprs BEFORE USE Design valIdfor use oNy with MBaI�connectors. inls tlesign19 la donly upon parameters shown, and Is taran IntlNduol buiding component,not a truss system. Before use, the buiId g designer must verity the applicability of design parameters antl properly Incorporate fhb design Into the overall bullring tleslgn.,Bracing lntlicatetl is fo prevent buckMg of lndMduolimss web choler-hed members only. Additional temporaryandpermanent bradng Mffek' b always requlretl for sfabnty antl fo prevent collapse with possible personal Injury antl property tlamaga. For general gWtlance regarding the fabrication, sbro8e, de". .erection and bmcing of 1N4BI and buss systems, seeANSU1Pi7 Qunl0tlIys. CrSedn, DSSd9 and SCSI SWdhp Component 6904 Parke East BNtl. Safety lnfommlforlwo0oble uom Truss Rafe....to, 218 N. Lee Sheet SWfe 312. Alexondno. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION a • Center plate on joint unless x, y /4 offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. f T l l For 4 x2 orientation, locate Numbering System l 6-4-8 dimensions shown In ft-In-sixteenths I I (Drawings not to scale) 1 TOP CHORDS 3 c1-2 c2a 0 WEBS Gq 4 O w p = U � '� 3 n O a ys° U 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 BCSL 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design boding 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. cs �- BOTTOM CHORDS plates 0-'ne• from outside edge of truss. 8 7 6 5 5. Cut members to bear fighty against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDAETrERED CLOCKWISE Joint 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/rPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 'Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/rPI 1. software Or upon request. NUMBERSAETrERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. , Unlessexpressly noted, this design is not applicable for lumber. ]CC -ES Reports: use with fire retardant, preservative treated, or green 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 comber 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 Purlim provided at output. Use T or 1 bracing spacing Indicated on design. If Indicated. Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing of 10 ft. spacing. or less, If no chords Is installed, unless otherwise spied. BEARING established by others. Indicates location where bearings (supports) occur. Iconsvary but © 2012 MITek® All Rights. Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate wlthout 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. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with prolect engineer before use. Industry Standards ANSI/TPII : 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 Is not sufficient. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, M 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ITe ANSI/1PI I Quality criteria. Installing & Bracing of Metal Plate ' Connected Wood Trusses. MTrek Engineering Reference Sheet: MII-7473 rev. 10/03/2015