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HomeMy WebLinkAboutTRUSS1Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. SCANNED MiTek® BY St. BY County RE: 2164947 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Tony Conant Project Name: 2164947 Model: Shed Tampa, FL 33610.4115 Lot/Block: . Subdivision: Address: 1295 Bennett Road, City: Ft. Pierce State: FI 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: FBC20171TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE7-10 Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 5 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18712373 C1 11/20/19 2 T18712374 E3 11/20/19 3 T18712375 H3 11/20/19 4 T18712376 T01 11/20/19 5 T18712377 T02 11/20/19 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: Velez, Joaquin 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 ANSI/TPI 1. These designs arebased 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 Mi rek'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, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1,t\—fj �O J� FILE COPY NOV 2.6 2019 ar, tFrrr�. �V N • i .• 68182 :* = ,t = TAT E OF : 44/` t lilt',�� 6634 mDa FL 33616 November 20,2019 Velez, Joaquin 1 of I Job Truss Tnsss Type Oty Ply k ' T18712373 2164947 C1 CORNERJACK 8 1 Job Reference (optional) Builders First source, PIEM ary, 1-1--32566, 8.240 s Jul 142019 MiTek Industries, Inc. Wed Nov 20 13:17:30 2019 Page 1 ID:y7ujggflt3A1 Kge2GygbgsyHJvy-rxennOwDsSuN2LFAyVA62gSTOm7AmeNhPgg6yHHAp 1-0-0 3 3x4 = Scale = 1:8.4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Gifts DOL 1.25 TC 0.03 Vart(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 3lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 1=39/Mechaniml, 2=34/Mechanical, 3=5/Mechanical Max Horn 2=39(LC 12) Max Uplift 1= 33(LC 12), 2=-4(LC 12) Max Gmv 1=48(LC 19), 2=34(LC 1), 3=15(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left and right exposed; end vertical 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 pet bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 100 Ib uplift at joint(s) 1, 2. Joaquin Velez PE No.68102 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: November 20,2019 ,&WARNING-Vedrydes/9nparamererseed READN0MS ON TN/SAND INCLUDED MREKREFENANCEPAGEM674Mnn,.. muss al5BEFONE USE Design valid for use only with Masi 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 this design Into the overall buliding design. Bracing Indicated is to prevent buckling of IndNWual huss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for sbbinty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcatlon, storage. delivery, erection and bracing of trusses and Into; systems sseANSIMII Quality Criteria, DS549 and SCSI 6WdNp Component Safety Information rvoilable from Truss Rate Institute. 218 N, Lee Street. Suite 312. Alexandra, VA 22314. 69M Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1 ' T18712374 2164947 E3 JACK -OPEN 12 1 Jab Reference o Ironer Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 2013:17:31 2019 Page 1 ID:y7uiggfk_3Al Kge2GygbgsyHJvyJ7i97Mu)L9al??dYpuTkiKamztgcsbYocL80MYyHHAo 1-2-12 3.0.0 1-2-12 1-9.4 (3)- 0.131x3.5. TOENAILS 3.6 II Scale=1:14.3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.36 BC 0.42 WS 0.16 Matrix-P DEFL Vert(LL) Vert(CT) Horz(CT) in (roc) Well Ud 0.01 4-5 >999 240 0.01 4-5 >999 180 0.00 n/a Na PLATES GRIP MT20 2441190 Weight: ll Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=37/Mechanical, 5=202/0-5-8 Max Horz 5=70(LC 12) Max Uplift 4=-98(LC 9), 5=-69(LC.8) Max Grav 4=62(LC 19). 5=202(LC 1) FORCES. (Ill - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-306/189 WEBS 2-5=-387/529 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)and C-C Extedor(2) zone; cantilever left and right exposed ;end vertical 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 fist bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 100 lb uplift at joint(s) 4, 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 20,2019 Q WARNING- Ver/rydeslgnparamerers.d REAON07ES ON TN/SANU INCLUDED MDEKREFERANCEPAGEMb74YJmx. 10=sDI56EFORE USE. �■■ Design valid for use only with MiTek® connectors. Thls design Is based only upon parameters shown, and Is for an Individual bulltling component, not a two system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndNldual hiss web and/or chord members only. Additional temporary and permanent bracing 6 always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of hisses and hiss systems seeANSVIPIT Cua1M11yy Cmnb, DSa419 and aCSI Building Component6904 Inlaanp6prrwoiloble from truss Bate InstOute. 218 N. Lee Sheet 3uae 312. Alexandre. VA 22314 ,fA7•il■71`7 MiTek' Parke But Blvd.SMrrly Tampa, FL M610 Job Truss - - - Oy Ply ' � T78712375 2164947 H3 �Truss`rype DIAGONAL HIP GIRDER 4 1 Jab Reference o tional Builders First Bource, Plain Gty, FL - 32556, 8.240 a Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 13:17:32 2019 Page 1 ID:y7ujgglk_3AI Kge2GygbgsyHJvy-rUGXCiv9lriicd9BkMb_zFX7wOHOjb4hxr?unu?yHHAn 1-8-8 4-2-3 ' tee I zsn (3)- 0.13112.5- TOENAILS 2.4 II STI.5x8 STP = Scale=1:14.1 Plate Offsets (X Y)— [1:0-0-0 0-1-11 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES ' GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.44 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.02 4-5 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.04 Hou(CT) 0.00 n1a file BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=78/Mechanical, 5=97/0-7-12 Max Horz 5=84(LC 12) Max Uplift 4=-87(LC 5). 5=-149(LC 6) Max Gray 4=78(LC 1), 5=119(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-250/209 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical 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 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 100 lb uplift at joint(s) 4 except (jt=1b) 5=149. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Trapezoidal Loads (plf) Vert: 1=O(F=35, B=35)-to-3= 73(F=-2, B=-2), 1=0(F=5, B=5)-to-4=-10(F=-0, B=-0) Joaquin Velez PE No.68182 ldltek USA, Ina. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 20,2019 ® WARNING -vedtydeslgnpammatermand READNOTESONMIS ANDINCLUDEDMREKREFERANCEPAGEMI47473reeIIWYfO1SBEFORE USE Design valid for use only with MBei9 connectors. mis design Is based only upon parameters shown, and Ls for an Individual building component, not a truss system. Before use, the building designer must verify the applicoblliy of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of lndNidual truss web and/or chord members only. Additional temporary and permanent bracing Isalwaysrequiredforstablllyandtopreventcollapsa. with possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems. seeANSVWII Quall CdMda, USS419 and BC516ukdhp Component Safely Nfermationavoiloble from Truss Flare Institute, 218 N. We Sheet Suite 312. Alexondria, VA 22314. MiTek- 6904 Parke East Blvd. Tampa, FL 33610 7 Job Truss Truss Type - OtY -Ply • T18712376 2164947 Tot GABLE 2 1 Job Reference o lional Builders First Source, Plant City, FL-32556, 6.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 2013:17:33 2019 Scale = 1:32.4 4x6 = 3x4 = 30 = 1-0-0t 2 3-0L &a-p 13-0-0 14-94 15-0A16-0-0 r 1-0-0 16 - 2 1, sN 5-0 sa-0 I 1-ea o- - az'" a . Plate Offsets (X,Y)-- [4:0-1-10,0-1-11 [8:0-1-10.0-1-1] [17:0-5-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.09 4-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matdx-SH Weight: 102 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18,15 REACTIONS. (lb/size) 21=68910-5-8, 12=689/0-5-8 Max Ho¢ 21=177(LC 5) Max Uplift 21=-205(LC 8), 12= 205(LC 9) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 1-2=-425/86, 2-3=-545/161, 3-4=531/158, 4-5=-580/125, 5-6=-535/167, 6-7=-535/184, 7-8=-580/144, e-9=-531/158, 9-10=-545/161, 10-11=-425/86 BOT CHORD 1-21=-60/397, 20-21=-149/508, 19-20=149/508, 16-19=-97/480, 14-16=-97/480, 13-14=-61/397, 12-13=-61/397, 11-12=-61/397 WEBS 6-17=-78/371, 2-21=-299/129, 10-02=-299/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=l6omph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 21=205, 12=205. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East BNd Tampa FL 33610 Date: November 20,2019 QWARNING- Vadlydraerspvannaferaand READNOMS ONWISANDMCLODEDM?EKREFERANCEPAGEMIP74"3 v. 1QWv2015BEF0REGSE. Design valid for use only with MTek® connectors. rhis design Is based only upon parameters shown, and Is for an IndMdual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' a 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 trusses and truss systems, seeANSV1P11 Guiby Cdbda, DSB-09 and SCSI building Component 69N Parke East Blvd. Safety Informalbnavailable from Truss Plate Institute, 218 N. We Street. Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job - Truss - -- Truss Type -- City Ply • T18712377 2164947 T02 COMMON 6 1 Job Reference (optional) builders I -rat source, t•lam dry, rL- 32bbu, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 20 13:17:34 2019 Page 1 ID:y7ujggfk_3Al Kge2GygbgsyHJvy-kiOHdOxPH4zKsSL6000RKyCBZ4dr3y1 EIJNurtyHHAl 16-0a M12-12 30d 5-00 Bd0 1180 123-0 10.9-0 15-10-0 1-2-12 2-512 130 30U - 300 13 2-5-12 1O12 20 3x6 = 3x4 = Scale = 1:32.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fFP12014 CSI. TC 0.72 BC 0.70 WB 0.17 - Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.1511-12 >999 240 -0.3311-12 >495 180 0.01 10 n/a hire PLATES GRIP MT20 244/190 Weight: 67 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 13=70310-5-8, 10=70310-5-8 Max Horz 13= 169(LC 8) Max Uplift 13=-171(LC 12), 10= 171(LC 13) Max Grav 13=711(LC 19), 10=711(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/48, 2-3=-779/221, 3-4=-691/293, 4-5=-80/355, 5-6=-80/355, 6-7=-691/293, 7-8=-779/221, 8-9=-531/48 BOT CHORD 1-13=531575, 12-13=-53/575, 11-12=-53/575, 10-11=-53/575, 9-10=-53/575 WEBS 2-13=-706/345, 8-10= 706/345, 4-6=-1156/416 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=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0to 8-M, Extedor(2) 8-0-0 to 11-1-12, Interior(1) 11-1-12 to 16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 M720 unless otherwise indicated. 4) This truss has been designed fora 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, with BCDL= 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Re uplift at joint(s) except 61=11o) 13=171, 10=171. 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 hasthave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.. 8) 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 Joaquin Velez PE 110.68182 Unifonn Loads(plf) IATek USA, Inc. FL Cert 6634 Vert: 1-5=-70, 5-9= 70, 12-14=-10, 11-12=-30(F=-20), 11-17=-10 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Bird, Tampa FL 33610 Date: November 20.2019 If e2 ® WARNING -Verity desgnpammeteroandREAPNDTESONTN/SANDWCLUOEDMREKREPERANCEPAGEMIA7413rev.1W320159EFOREUSE Design valid for use only with MBelt® connectors. This design Is based only upon parameters shown and is for an individual building component, not a 4uss system. Before use, me building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucking of Individual truss web and/or chord members only. Ad honal 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 me fabrication, storage, delivery, erection and bracing of trusses and truss system£ seeANSUIPll Quality Cli D5549 and SCSI Bultlhp Component 69N Parke East BN3. Safety Informn8onavallable from Truss Plate ti fe. 218 N. Lee Sheet Suite 312 Alexandtio. VA 22314 Tampa, FL 33610 Job - - Truss Truss Type-- T18712377 2164947 T02 COMMON 6 1 Job Reference o atonal builders First Source, Flare Glty, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 2013:17:34 2019 Page 2 ID:y7ujggfk_3AI Kge2GygbgsyHJvy-HOHdOxPH4zKsSL6000RKyCBZ4dr3y1 EIJNurtyHHAI LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-5=-60, 5-9=-60, 12-14=-10, 12-22=80(F=-20), 22-23=-60(F=-20), 11-23=-30(F=-20), 11-17=-10 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5_ 30, 5-9= 30, 12-14=-30, 11-12=-50(F=-20), 11-17_ 30 4) Dead +0.6'C-C Wind (Pos. Internal) Case 1: Lumber Increas_ a=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-20=591 5-7=59, 7-9=48, 13-14=85, 12-13=6, 11-12=-26(F=-20), 10-11=-6, 10-17=85 Horz: 1-20= 68, 5-20=-56, 5-7=68, 7-9=56 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-3=48,3-5=59,5-21=48,9-21=59,13-14=85,12-13=-6, 11-12= 26(F=-20), 10-11=-6,10-17=85 Hoe: 1-3=-56, 3-5=-68, 5-21=56, 9-21=68 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-5=-86, 5-9=-86, 13-14=2, 12-13=-10, 11-12=-30(F=-20), 10-11=-10, 10-17=2 Horz: 1-5=56, 5-9= 56 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-5=-86, 5-9=-86, 13-14=2, 12-13=-10, 11-12=-30(F=-20), 10-11=-10, 10-17=2 Horz: 1-5=56, 5-9=-56 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-5=-10, 5-9=26, 13-14=28, 12-13=-6, 11-12=-26(F=-20), 11-17=-6 Horz: 1-5=2, 5-9=35 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-5=26, 5-9=-10, 12-14=-6, 11-12=-26(F= 20), 10-11=-6, 10-17=28 Holz: 1-5=-35, 5-9= 2 10) Dead+ 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-5=-52, 5-9=-16, 13-14=24, 12-13=-10, 11-12=-30(F=-20), 11-17=-10 Horz: 1-5=22, 5-9=14 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=-16, 5-9= 52, 12-14=-10, 11-12=-30(F=-20), 10-11=-10, 10-17=24 Horz: 1-5=-14, 5-9=-22 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-5=41, 5-9=23, 12-14=-6, 11-12=-26(F=-20), 11-17=-6 Horz: 1-5=-49, 5-9=31 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-5=23, 5-9=41, 12-14=-6, 11-12=-26(F=-20), 11-17=-6 Horz: 1-5=-31, 5-9=49 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=41, 5-9=23, 12-14=-6, 11-12=-26(F=-20), 11-17=-6 Horz: 1-5=-49, 5-9=31 15) Dead +0.6 MWFRS Wind (Pos. Internal) Ain Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-5=23, 5-9=41, 12-14=-6, 11-12=-26(F=-20), 11-17=-6 Horz: 1-5=-31, 5-9=49 16) Dead +0.6 MWFRS Wind (Neg. Internal) list Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ - - Vert: 1-5=-1, 5-9=-19, 12-14= 10, 11-12=-30(F=-20), 11-17=-10 Horz: 1.5=.29, 5-9=11 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-5=-19, 5-9=-1, 12-14=-10, 11-12=-30(F=-20), 11-17_ 10 Horz: 1-5=-11, 5-9=29 18) Dead+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-30, 5-9= 30, 12-14= 10, 12-22=-30(F=-20), 22-23=-70(F=-20), 11-23=80(F=-20), 11-17=-10 19) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=-77, 5-9=-49, 13-14=15, 12-13=-10, 12-22=-30(F=-20), 22-23=-60(F= 20), 11-23= 30(F= 20), 11-17=-10 Horz: 1-5=17, 5-9=11 20).Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-5=-49, 5-9=-77, 12-14=-10, 12-22=80(F= 20), 22-23=-60(F=-20), 11-23=-30(F=-20), 10-11=-10, 10-17=15 Horz: 1-5=-11. 5-9=-17 -ontinued on came 3 ,&WARNING-Vedfydesl9n PaW..a rsand READ NOTES ON WISANOWCLUDEDWEKFEFERANCEPAGEM/N473 me T0032 I5BEFORE USE Design valid for use only with M7ek® 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 applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated B 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 Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of Busses and Buss systems, seeANSI/RII Quality Criteria, 030-09 and SCSI Building Component 69N Parke East Blvd. Safety Informationcivcilable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty -Ply • ' T18712377 2164947 T02 COMMON 6 1 Jab Reference (optional) builders Flrsl source, darn uty, FL- JGbati, 8.240 a Jul 14 2019 MITek Industries, Inc. Wed Nov 2013:17:34 2019 Page 3 ID.y7ulggfk_3A1 Kge2GygbgsyHJvy-kiOHdOaPH4zKSSL6000RKyCBZ4dr3y1 EIJNurtyHHAI LOAD CASE(S) Standard 21) Dead + 0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. Int) list Parallel): Lumber Increase=1.60, Plate Increi1.60 Uniform Loads (pIQ Vert: 1-5=-38, 5-9=-52, 12-14=-10, 12-22=30(F=-20), 22-23=-60(F= 20), 11-23=-30(F= 20), 11-17— 10 Hoa: 1-5=-22, 5-9=8 22) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5— 52, 5-9= 38, 12-14=-10, 12-22=-30(F=-20), 22-23=-60(F=-20), 11-23=-30(F= 20), 11-17— 10 Hoa: 1-5=-8, 5-9=22 23) list Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-70, 5-9=-30, 12-14=-10, 11-12=-30(F= 20), 11-17=-10 24) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-30, 5-9=-70, 12-14=-10, 11-12= 30(F=-20), 11-17=-10 25) 3rd Dead +0.75 Roof Live (unbalanced)+0.75.Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-60, 5-9=-30, 12-14=-10, 12-22= 30(F=-20), 22-23=-60(F=-20), 11-23=-30(F=-20), 11-17=-10 26) 4th Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Alto Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-30, 5-9=-60, 12-14=-10, 12-22=-30(F=-20), 22-23=-60(F=-20), 11-23=-30(F=-20), 11-17=-10 O WARNWO-Verily des/gn parameters and READ NOTES ON 7N/SANDINCLUDEDM/TEKRUP ANCEPAGEM674nmre 104XY10156EFOREUSE -7 Design valid for use only with Mill connectors. This design Is based only upon parameters shown, and Is for on IndNltlual bu0ding component, not a trust system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building tleslgn. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal lnury, and property dl1aarymyage. For general guidance regarding the fabrication. storage, delivery. OSll4lg and lCSl SWdhp Component Suit Safety N(orwaflonovollable frorm Truss Plate Instiitute.2 8 N. Lea Steel. 312. Alexandra. VA 22314mo�• TampaeFLe 33610Md. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION S ' Center plate on joint unless y ' x, 74 offsets are indicated. 6u48 dimensions shown In ft-In-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 1 0- 71� c1-2 cza 2. Truss bracing must be designed by an engineer. For braces themselves wide truss spacing, Individual lateral ci mayrequire bracing,ordered. ve Torbracing l�'��T considered.a should ;WES Aq4 C 3. Never exceed the design loading shown and never inadequately braced trusses. 0- 0 stack materials on L7 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate as C67 C54 BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-'rid' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDAETTERED 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/TPI 1. connector plates. P 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/TPI 1. software oOr Upon fegUBSt. NUMBERSAETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%af time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension Is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that ^� 7 Indicated by symbol shown and/or by text In the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed of pudins provided at CYy// output. Use T or I bracing spacing Indicated on design. If Indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom 1 om chords require lateral bracing 0 ft. spacing. or less, if no ceiling is Installed. unless at se noted. BEARING established by others. Indicates location where bearings <�no (supports) occur. Icons vary but © 2012 MITek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown Is for crushing only. ��e 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. - ® BCSI: Building Component Safety Information, M k 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, �Te ANSI/IPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015