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HomeMy WebLinkAboutTrussRE: 40 1400 B 2CAR - Site Information: Customer Info: Wade Jurney Lot/Block: XX Address: City: XX Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 40_1400_B Model: 40_1400_B Subdivision: XX State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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/rP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 25 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# I Truss Name Date No. Seal# Truss Name Date 1 T13151729 lAl 2/6/18 18 T13151746 'H3A 2/6118 12 T131517301A2 2/6/18 119 T131517471H4 12/6/18 3 T13151731 JA3 2/6/18 20 �T131517481H5 12/6/18 4 T13151732 CJ1 2/6118 21 T13151749 HJ1 2/6/18 5 T13151733 CJ3 2/6/18 22 T13151750 HJ2 216/18 6 T13151734 CJ5 2/6/18 23 T13151751 1 HJ3 2/6/18 7 IT13151735 I EJ2 216/18 24 T13151752 T1 2/6/18 8 T13151736 EJ4 2/6/18 25 T13151753 T2 2/6/18 9 IT13151737 JEJ7 2/6/18 1 10 IT13151738 IGR1 2/6/18 11 T13151739 GR2 2/6/18 12 T13151740 GR3 2/6/18 13 T13151741 1-11 2/6/18 14 IT13151742 JH1A 2/6/18 115 1 T13151743 I H2 12/6/18 116 1 T1 3151744 1 H2A 12/6/18 117 1T13151745 IH3 12/6/18 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for Mi rek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. RECEIVED OCT 2 9 2019 ST. Lucie County, Permitting �%%% IeFl P � F7ijr ��i 839 STATE OF AL Walter P. Finn PE No.22639 MiTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 6,2018 Finn, Walter I of 1 Job Truss Truss Type Oty Pty T13151729 40 1400_B_2CAR Al Common 7 1 ee (optional) Builders First3ource, Plant City, FL 33566 6-7-7 5-9-11 69.11 5-9-11 5.9-11 Scale=1:61.7 S6= d.GO 12 3x4 = 4x5 = 34 = 4x6 = 3x4 = gs-0 16-2-12i 26-11-0 36-M 943-0 847A 6-84 9.64 Plate Offsets (X Y)- f10-0-0 Edcel 1109-0 O Edcel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.30 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.5514-16 >782 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.76 HOR(CT) 0.15 10 Na Na BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 169f FT-20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOT CHORD 2x4 SP No.t'Except' BOT CHORD Rigid ceiling directly applied or 4-3-6 be, bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 10=1400/0-3-8 Max Hoe 2=116(LC 16) Max Uplift 2=644(1_C 8), 10=-644(LC 9) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=3435/2237, 3-5=3119/2010, 5£=2169/1516, 6.7=2169/1516, 7-9=3119/2010, 9-10=343512237 BOT CHORD 2-16=2002/3211, 14-16=1573/2621, 12-14=159212621, 10-12=1983/3211 WEBS 6-14=629/1048,7.14=770/623,7-12=-239/550,9-12=-378/417, 5-14=-770/623, 5-16=239/550,3-16=-378/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 1 G-C -12 to hown;1e to fa to os d RS (envelope) ;end antl ntileve 61eft � P I p!f, vertnd right exposed ical lightenphC-C for(members and forms & MWFRSifoorreactions ,�\PYSE.F1 Lumber DOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 par bottom chard live load nonconw0ent with any other live loads. , 4) - 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 s N O 22839 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of whhstanding 100 to uplift al joinl(s) except (jt=1b) 2=644, 10=644. :9 t OF O e "'fill 1111110% Wafer P. Firm PE W 22839 MRek USA, Inc. R. Celt 6634 6904 Padw East Blvd.Tampa FL 33610 Date February 6,2018 AWARNING-Verifydeargopanmetersand READNOTES ON TNISANDINCLMEDbfITE1(REFERENCEPAGEMI474Brea. tOOM 15 BEFORE USE. Design mild for use oniywM WevIscoonectora Tints design is based only upon parameters shown, and is for an Individual building component, not a uses system. Before use, rue building designer must vanity the appilcebir of design parameters and property incorporate this design Into the swung buildingdesign. Bmdng Indicated is to prevent bucyang of indivdual truss web andfor chard members only. Additional temporary and permanent bracing M!Tek' Is aware required for 9abilily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. dellmry, erection and bracing of Wesea and tmu systems,sea ANSM11 Quality criteria. DSB49 and BO8l Building Component 69N parka Fast BM. Safety Information availablendm TmssPlate InbtNe,218N,teegreet,Suite312A ndma,VA22314. Tampa,FL Mild Jab Truss Truss Type any Ply T13151730 40 1400 B 2CAR A2 Common 1 1 JobRelicignIal(gotogall Builders FlrstSoume, Plant City, FL 33566 4.8-0 3AO4 416 = 7.9-12 Scale = 1:28.4 3z4 � 44 = 7 sad = LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in ([cc) Udee Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 4.12 2-8 P887 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.24 2-8 s430 ISO BCLL 0.0 Rep Stress Inv YES WB 0.16 Hom(CT) 0.00 8 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 65 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. All bearings 11-9-8 except (jl=length) 5=0-3-8, 6=0-3-8. (Ih) - Max Horz 2=64(LC 12) Max Uplift All uplift 100 lb or less at joints) 5, 6 except 2=-185(LC 8), 8=269(LC 8) Max Grav All reactions 2501la or less at joint(s) 5,6 except 2=308(LC 23), 8=653(LC 1) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2951306 BOT CHORD 2-8=234/260 WEBS 3-8=-422/462, 4-8=391/428 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL-0.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-64, Exterior(2) 8.6-4 to 14-6-4 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 gdp DOL=1.60 3) This truss has been designed for a 10.0 par bottom Chord live load nonconcument with any other live loads. 4) • 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 24L0 wide will rd between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 5, 6 except Ijt=lb) 2=185, 8=269. '611111111111181j, If `�� . \,\ Sic•• q No 22839 090: TH OF r�<U w i ,,S,ONA' iritill Walter P. Rnn PE No.2=19 MRek USA, Inc FL Can 6634 69114 Palls Est Blvd. Tampa FL33610 Data February 6,2018 ANANNINo-VWIydW9n paramafan and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE 111114473rea. rive 016 BEFORE USE. Design was for we w4wM Wei ccnmdow. This design is based only upon parameters shown, and Is for an adMUual budding oamponent, not a miss system. Before use. rue building designer muaveray Ne applicability ofdeslgn parameters and properly Incorporate his design into Na ow.1 buildingdestgn. BmangindicatedIstopreventbucaungorudiVduaitrusswebandlorchordmervousonly. Addtlionaltemporaryand permanent bracing MiTek' Is always required for stability and to prevent collapse who possible pamorel Injury and property damage. For general guldanw regarding the fabrication, would. dellvery,erects. and bredng or Musses and M. systems.sea ANSUIP11 Quality Creme, MBa9 and SCSI Building Component 69rN Parke East Blvd. Srrerylnformedon aveibbbham Tress Plalelnst e,21aN.Laeatreet,Sae312,Abxendda,VA22314. Tampa, FT. MID Job Truss Truss Type Ory Ply T13151731 40_1400_B_2CAR A3 Common i 1 ob e (notional) Builders FirslSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:55 2018 Page 1 ID:aUnBFG71ODngGdWvpXLGZ=gRJJ aLyZKKwaSbtKVPMYUnl7KFIPmjO71BBWivlznvGw 141-0 4-8-0 3.104 41 = 2x4 O Scale=1:28.4 I� 6-2-12 � 8 2 12 5 5-0 I � 4-8-0-84 Plate Offsets (X Y1— 12*0.3-2 Ednel 15�0-0-00-1-91 WO-2-1 0-9-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) 0.06 5.6 >904 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -008 2-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.27 Horz(CT) 0.01 6 rda ne BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Weight: 69 lb FT-20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid Calling directly applied or 6-0-0oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (Ib/size) 2=481/0-3-8, 5=118/0-3-8, 6=650/0.3-8 Max Hoa 2=64(LC 12) Max Uplift 2=-269(LC 8), 5=-92(LC 13), 6=-229(LC 8) Max Gray 2-081(LC 1), 5=155(LC 24). 6=650(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=806/692, 3-4=6171550, 4-5=128/265 BOTCHORD 2-8=-596/726, 6-8=237/347 WEBS 3-8=262/316, 4-8=200/381, 4-6=704/618 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) M FRS (envelope) and C-C to end forces 60 plate Pp ed; endvertical left right xpo C-C for(member; and & M(WFRSor reactions shown; Lumber r l C•. NS4w 3) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. `,��%,�P�� ,� ' V - F ewe 4) - This truss has been designed fora live load cf 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : N O 22339 i will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt=lb) ew �' •� :4Sw 0. OF.O Wafter It Rnn PE No.22839 MITek USA, Inc FL Carl 6634 69114 Parke East Blvd. Tampa EL 33610 Date February 6,2018 AWARNING. VmlfYdesign paramefera andREAD NOTES ON THIS AND INCLUDEDMI)EK REFERENCE PAGE0147(73 ress, 10g2/2015 BEFORE USE. Design wral faros. only MMmeM connecters. This design is based only upon parameter shown. and is for an lndivWual building cumpaneM not a case system. Before use, the bugdhg deslgner must verrfy Pe appikalu rgy of design parameters and Popady incorporate MIS design into Me overafl b tair,ceslgn. BracTng indloated I. to provert booking ofTrd,idual tress web andfor short Members onty. Addilianaltomporaryand pennaneMbracing MOW Is always required for sub,fty and to prevent collapse with possible femoral Injury and properly damage. For genemi guidance hegarding the rabdoutim slomge. dalhsq.emotion and Means oftmsses and W9 systems, See ANSIRPN Quality Criteria, OSM9 and Best Building Oomponem MIDI PaM1a East Bed. Safeylnformadon avageble (rum Truss PUte InsgWe.218 N. Lee SIreM, BUM. 312, AlexanOda, VA 22316. Tampa, FL 36310 Job Truss Truss Type 01y Pry T13151732 40 1400_13_2CAR CA Comer Jack 10 1 Job Reference (009nall Builders FMASource, Plant City, FL 33566 I 1U ' 1-0.0 2018 Scale -1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ([cc) Udell Us PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 -999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC2017irP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc puffins. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or ID-0-0oc bracing. REACTIONS. (Ib/size) 3=4/Mechaniw1,2=121/0-3-8,4=10/Mechanical Max Hoa 2=40(LC 8) Max Uplift 3=-5(LC 13), 2=-135(LC 6), 4=-13(LC 8) Max Grav 3=16(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. Il; Exis C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces 8 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 nonconcumenl 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 rd 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 100111 uplift at joint(s) 3, 4 except Ct=1b) 2=135. I1111111p� No 22839 e 0R1D �SS;ONAI %% Wabr P. Finn PE No.22839 MRek USA, Inc. FL Cent 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 6,2018 Q WARNING - VeiOy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M14T4T3 rev. 141M/2015 BEFORE USE. sessess Design valid for use onlywab 6 ifoonnector. This design is based only upon parameters shown, and B bran OdMdual butting component. not ��- a W ll truss system. Bea use. the buld'mg designer must vents Me applinabify of design parameters and prepeny ananovate Nis design Into Me owned bubingdougn. amongindlwtedIstopreteritbucidingofindividualtusswebendlorOnordmembemcnly, Ptdtlionaltempormyand permanentbradng MiTek' Is always required for slablliy end to prevent collapse with Possible personal injury and property damage. Forgeneralguldanceregamiinglhe Mutation. storage. delivery, emotion and among ofbussos and truss systems, NO ANSInPH Quality Cri OSB-89 and Ban Building Component 69U Parks East BM. Safey Infomuaon avaiWblefrem Tmss Plate InsWNe,218N.LAa Weetauto312.Mb ndda.VA22314. Tampa. FL 36610 Job Truss Tress Type Ory Ply T13151733 40 1400 B 2CAR CJ3 Comer Jack 6 1 e e ce o do al Builders FirstSource, Plant City, FL 33566 T-0-0 t1.130 G be0 I 2UI y MI I eK Industries. Inc. I ue reo e LOADING (psq SPACING- 2-0-0 CSt. DEFL. in (lac) Cde6 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 VOn(LL) -0.00 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 Be 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress lncr YES We 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ih/size) 3=63/Mechaniml, 2=178/03-8, 4=281mechanical Max Horz 2=72(LC 8) Max Uplift 3-58(LC 12), 2=130(LC 8) Max Grav 3=63(LC 1).2=178(LC 1), 4=56(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(I11) or less except when shown. Scale -18.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT-20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3�0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 241-0 wide will rn 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 atjoint(s) 3 except Ut=lb) 2=130. `��1\III111//j� ae No 22839 ;90: OF :4/� ;SN 40Fl\OPN .41 .� 11a; 0 N A%p Welk USA, Inc. R-Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 6,2018 AWARNING. VenryJestgnpammetsmand READ NOTES ON THIS AND INCLUDED MIIEKREFERENCE PAGE 11111J473ray. 1pNJaMSEFORE USE. saaass Design vain for use onywan MITeMoannectars. This design Is based only upon parameters shown, and Is for an Individual building component. not ��' a muss system. Before use, Cat balding deaigner must verify No applVabiEly ofdesign pammetere and Mpemy Inearporata this design (moth, averse bulldingdeslgn. Bating indicatedlstopreventbuddingaflualMdualmumweband/or Grant members only. Matadi temporary and perearant brating WOW Is aMays required far stability and to prevent wllapse with possible personal Injury and property damage. For general guida me regarding the fabdralian, 5ordpe, deliuery,eredioneM bradng of Wsms and Wusystems, see ANSM11 Quality Cdteda, DSUS and SCSI Building Component 6804 PaAe EastBM. SalaryInformation available rmm Truss Plate IngftNe, 218 N. lee Street, Suee 312, Akmndda, VA M14. Tampa, FL MID Job Truss Truss Type Oty Ply T13151734 [olbReference 40_1400_13_2CAR CJ5 Comer -Jack 4 1 (optional) Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:09:57 2018 Pege 1 ID:aUnBFG710DngG0WvpXLGZmgRJYW6LOLsKBiJ6efGTzWFN PDHDd7U5mTegEO vanvGu 110 SS-D I 1 0-0 50-0 � Scale =1:12.7 3x4 = LOADING (psf) SPACING- 2-0-0 1 DEFL. in (loc) lldefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) .0.03 24 P999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 24 -909 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matfix-P Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0-3.8, 4=48/Mechaniwl Max Horz 2=105(LC B) Max Uplift 3=-108(LC 12), 2=153(LC 8) Max Grav 3=122(LC 1).2=247(LC 1).4=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All fori:es 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-secend gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; 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 & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 last 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 chard and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except gl=lb) 3=108, 2=153. ,,`11111111q//�/,' �O� P�tER �� • f? Fz O No 22839 q$A'OF 4V Z �G S;...........O A 1 .,"'4'S, 0N' Walter P. Rim PE 11D.22839 MTek USA, Ina FY Cert 6634 6904 Paden East Blvd. Tampa R.33610 Data February 6,2018 AWARNING-Varifydesignparametemand READNOTESONTHIS AND INCLUDEDNIEKWFERENCEPAGE 11111 3r IMMO15 BEFORE WE. was— Design valid for we cnywtlb MiTect, cornices. This design is based only upon parameters shown, and Is for an indi idual building component, not �-' a Wes system Before use, Me budding designermustverify, Me appl si birrty of design parameters and properly iMcmoreretbis design Into Me overall buildogdesign. Bscing indicated is to prevent bucking oNnGvldual truss web andfor Mod members only. Additional temporary and permanent bracing MiTek' Is always required for stabiliyenp to provers collapse en possible personal Injury and property damage. For general guldance regarding lee fabrkaOon,storage, deltrory, erection and bracing oftrussds am truss sycbma,see ANSUTPH Quality CMeria, DSB S and SCSI Building Component 6904 PaAe East owl. SafetyInlmmatlon available from Tmas Plate Institme.218 N. Loa Street Sube 3l2 AbxandrIa, VAMl4. Tampa, FL 36610 Job Truss Truss Type Dry Ply T13151735 Lb 40_1400_B_2CAR EJ2 Jack -Open 7 1 Re e e ce (optional Builders PirstSource, Plant City, FL 33566 1-0-0 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Feb 6 09:09:57 2018 Scale =1:7.8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) 0.00 2 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC20177fP12014 Matrix-P Weight: 8lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied Or 2-0-0 oc purling. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10.0-0Oc bracing. REACTIONS. (lb/size) 3=30/Mechanical, 2=147/030, 4=18/Mechanical Max Horz 2=56(LC 8) Max Uplift 3=32(1..0 12), 2=153(LC 8), 4=25(LC 8) Max Grad, 3=30(LC 1), 2=147(LC 1).4=36(LC 3) FORCES. (III) -Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vud=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh, h=15ft; Cal. 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; porch left exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed for a live load Of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3, 4 except (ll=1b) 2.153. ,`II1111111111,�' ;ER P, S?..'�G E NSF No 22839 90: a A F Walter P. RonFE No.22839 Mirek USA, Ilse FL Ced 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 ,&WARNING -Verity dull.l rameNrs ardMADNOTES ON MS AND/NCLUDEDADTEK REFER£NCEP4GEMIF7473.. 10,01oluSBEFORE USE. ' Design veld for use o*.M 64TekdD mnnedors. This design is baud only upon parameters shown, and is for an Individual budding component, not a now system. Before use, Me budding designer must verify Ne applicability ordesign parameters and pmpedy Incorporate Nis design Imoth. ovemg buildingdesign. among lndiemoc!is to prevent buci(Ing ofindlvidual truss web andlorchoN members only. Additional temporary and permanent bracing MiTeW Is sways required for stabllty and to prevent collapse with possible personal Injury and property damage. Forgenaralguldanceregardingthe fabdcaben. wdmile,deliver/, nadon and bracing oftrusses and truss systems,see AMSUIPI1 Quality CMers. OSBa9 and BCSI Building Component 69N Palle Fast Blvd. Safety Informatlon avadable Mom Truss Plate InsNNe, 218 N. Lee Street, Sute 312 AlmandN, VA 22314. Tampa FL 36810 Job Truss Truss Type Dry Ply T13151736 40_1400 B 2CAR EJ4 Jack -Open a 1 ob ti a Builders FirstSource, Plant City, FL 33556 a.13U s bein TD zul r LOADING (psl) SPACING- 2-M CSI. DEFL. In (loc) UdeO L/d TOLL 200 Plete Grip DOL 1.25 TO 0.31 Vert(LL) -0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 rda We BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 REACTIONS. (lb/sae) 3=93/Mechanical, 2=212/0.3-8, 4=38/Mechanical .. Max Holz 2=88(LC 8) Max Uplift 3=-84(LC 12), 2=-14l(LC 8) Max Grant 3=93(LC 1). 2=212(LC 1). 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:11A PLATES GRIP MT20 244/190 Weight: 14 lb FT-20% BRACING. TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins. SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=3.OpsF h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extericr(2) zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads, 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the battom 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 1001to uplift at joint(s) 3 except (1t=lb) 2=141. No 22839 J cc .<OR\oP'\?� ��. S.ci e Walter P. Ran PENo.22839 Mirek USA, Inc. R. Cert 6634 69M Parke East Blvd. Tampa R.33610 Date: February 6,2018 AWARMNG. Vero dWgn peram ehn and READ NOTES ON TMS ANO INCLUOEO MrrER NEEENENCE PAGE 6Vr-0OJ m. I &MV2015 BUORE USE Design valid houses "with MTeM connectors. This design is based only upon parameters sNawn, and le bran Individual balding componeM.MI a Wu system. Before use, the building designer must vetiythe applicxbiGy olderign parameters and propeM incorporate are deslgnlntuthe metmel Widingdesign. BmdngthdlratedlstopreventbucklingofindiNdual"sswebanWmMoNmembemdnly. Additianel temporary and permanent adding WOW Is always mnulred forstability and to prevent collapse with possible personal Injury and property, damage. Forgecorelguldanceregardingthe fabrkatlon.storage. delivery, erelaon and Noting citruses and truss systems, see ANSTPll Quality Crease, 03949 and BCSI Building Component 690,1 Parke East Mye. Seleary fomuUon available hom Tmss Plate Institute, 210 N. Lee Street, Suite 312. Alexandria, VA22.114. Tampa, FL 36610 Job Truss Truss Type City Ply T13151737 40 1400_B_2CAR EJ7 Jack -Open 13 1 Job Re a t'o al Builders FirstSource, Plant City, FL 33565 3xe = 8.130 s Sep 15 2017 MTek Industries, Inc Too Feb 6 09:09:58 2018 Page 1 ID:aUnBFG710DngGd WvpxLGZ=gRJ1-_wg5BMMU5VgAkoE_I g 1 UwCyigduKDYOdIUzyW MzovGl Scale: 3/4"=I' LOADING (psi) SPACING- 2-0-0 Cat. DEFL. in (too) Vdeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.88 Vert(LL) 0.14 2-4 >567 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.21 2-4 >397 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 We Na BCDL 10.0 Code FBC2017/TPI2014 Maldx-SH Weight: 231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=166/Mechanical, 2=318/0-3-8, 4=81/Mechanical Max Hoe 2=138(LC 8) Max Uplift 3=135(LC 12), 2=179(LC 8), 4=1(LC 12) Max Gra , 3=166(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opst h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extertor(2)-1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6.11-4 zone; cantilever left and right exposed ; end vertical 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 par 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 rM1 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 100111 uplift atjoint(s) 4 except Ut=lb) 3=135, 2=179. \• lc•' �i No P2339 R Walter P. Rig PE N0.22839 MTek USA. Inc R. Carl6634 6904 Parke East BMd. Tampa R.33610 Data: February 6,2018 AWATLANO-Varffydaeipnparemetem end READ NOTES ON THIS ANOWCLUDEO MTTEKREFERENCE PAGE MIf-7472nv. 101221tOfa BEFORE USE. Design valid for use only with MReM oonnectars. This design is based only upon parameters shown, and is for an Ndwual bugling component not a truss system. serve use, 0e building designer must verify No appiirabiliy of design parameters and propedYlixerpond, This design laid the overall buildingdeslgn. Bracing lndicoted is to prevent buckling oflndlNdual truss web andlor chord membeal Additional temporary and permanent bracing MiTeW Is aWays required for stability and to prevent collapse with possible personal Injury and property damage. For general gadanrn regarding the fabrication storage, delivery. eradon and bracing of Wsses and truss systems. see ANSVTPI1 Quality Creeda, DSB49 and BCel Building Component 69N Parke East Blyd. SafetyIMdrmatlon wabNe Dom Truss PlatelniNN.21a N.Leeg d,gaze312.Alexa.dull Tampa. FL 36610 Job Truss Truss Type Dry Ply T13151738 Lig 40 1400 B 2CAR GRt Hip Girder 1 2 Refe n o Hanel Builders FlrstSource, Plant City, FL 33566 8.130 s Sao 15 2017 MTek Industries. Inc. Tue Feb 6 09:10:01 2018 Scale=1:62.7 NAILED Special NAILED NAILED NAILED NAILED Special 4.00 t2 7x10 = 2x4 I 5x8 = 44 = 7x10 = NAILED NAILED NAILED NAILED NAILED NAILED 3 14 15 16 4 17 18 196 20 21 6 22 23 24 7 3x8 13 25 26 27 t228 29 30 31 32 11 33 34 35 10 31 = 2x411 NAILED NAILED 6x12 MT20HS= NAILED 6%12MT20HS= NAILED NAILED 2x4 II Special NAILED NAILED NAILED NAILED NAILED NAILED Special LOADING (psQ SPACING- 2-0-0 Cat. DEFL. In (loc) War L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(ILL) 0.85 11-12 >512 240 TCDL 7.0 Lumber DOL 1.25 Be 0.80 Vert(CT) -1.19 11A2 >364 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Hom(CT) 0.21 8 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.t'Except* 3-5,5-7: 2x6 SP No.2 BOTCHORD 2x4 SP No.1'Excepl' 11-12: 2x4 SP M31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2907/0-3-8.8=2907/0-3-8 Max Hom 2=-48(LC 13) Max Uplift 2=1597(LC 4), 8=1597(LC 5) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 355 do FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3.6-14 cc purlins. BOT CHORD Rigid ceiling directly applied or 6.7-15 cc bracing. FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shaven. TOP CHORD 2-3=8228/4394, 3-0=12089/6543, 4-6=12087/6541, 6-7=12075/6537, 7-8=8230/4395 BOT CHORD 2-13=411517736. 12-13=-410017693, 11-12=-6424/12073, 10-11=405817694. 8-10=4072f7738 WEBS 3-13=-233/758, 3-12=2524/4726, 4-12=977/767, 6-11-9891771, 7.11 =2518/471 1. 7-10=-233f760 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3'1 nails as follows: Top chords Connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc Bottom chords Connected as follows: 20 - 1 row at 0.9.0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are Considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuft=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Sit Cat II; Exp C; Encl., GCp1=0.18; MWFRS (envelope); Cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 par bottom chord live load nonconcumenl with any other live loads. 8)' 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. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jclnt(s) except (R=lb) 2=1597, 8=1597. 10) "NAILED" Indicates 3-1Od (0.148"x3") or 3.12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 Ib down and 168 Ib up at 7-0-0, and 161 Ib down and 168 lb up at 29.5-8 on top chard, and 4491b down and 284 lb up at 7-0-0, and 4491b down and 284 lb up at 29-4-12 on bottom chord. The design/selectlon of such Connection device(s) Is the responsibility of others. 111111111/// J,%%`BIER P F/i `� �P� "E N SF �'D ,��� No 22839 p: 2irz 0. OF *:40 '•,lie RONAI ll Walter P. Rnn PE No.22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AWARNING-VereedialgnpaambasandREADNOTESONfirliINCLUDED A97EKREFERENCEPAGEM147473m.1bDL2015BEFORE USE. Design valid for use onlywith A9Teklacormcbts. This design is based only upon parameters shown, and Is for an MdNdual causing compmeM, nor a truss system. Before use, the building designer must verxy Ne applicability of design parameters and property Incorporate this design Into the overall buldingdesign. Bidding Indicated Is to prevent budding oflndiWdual Wes web andlor chord members only.Additional temporary and permanent bracing MiTek' Is ahvays required for debility and to prevent collapse with possible personal Injury and property damage. Forgenemiguldenceregardlogthe fabrication, storage. delivery , ereGon and basing oflruases and Was systems. see ANSUIPIt Quality Brands, DSB49 and Been Building Component 6904 Parka ESA BM. Safety Information available horn Truss Plata Institute, 218 N. Lee Stri Suite 312, Alecandrla, VA 22314. Tampa, FL state Job Truss Truss Type Dry Ply T13151738 40 1400 132CAR GR1 Hip Girder 1 n L Job Reference, (optional) Builders FinaSource, Plant City, FL 33566 8.130 s Sep 152017 MTek Industries, Inc. Tue Feb 609:10:012018 Paget ID:aUnBFG71ODngGtlWvpXLGZagRJ}PVLEpNONOQCIbFyZipaBYgZDegsyQti3ZSCc7hznvGq LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p8) Vert: 1-3-54, 3-7-54, 7-9=-54, 2-8=20 Concentrated Loads (b) Vert: 3=112(B) 7=-112(B) 13=-449(B) 10=449(B) 14=-112(13) 15=-112(B) 16=-112(B) 17=112(B) 18=-112(13) 19=-112(B) 20=112(B) 21=112(B) 22=-112(8) 23=112(B) 24=112(B) 25=61(B) 26-61(B) 27=-61(B) 28-61(B) 29=-61(B) 30=-61(13) 31=-61(B) 32=61(B) 33=61(8) 34=-61(B) 35=61(B) QWARMNG-Veraydaargnparamehrs snd READNOMS ON Me ANDINCLUDED AUh9r AEFERENCEFAGEMII-7V3m. fON.VlorSBEFORE USE. veto for use mlywlh Weise connedors. Tea desgn is based any upon parameters shown, and Is bran mdivitlual bustling mmpanent, not Wit a truss system. Before use, me outran; dssigner must verify the apptwblydy of design parameters and property Incorporate Nis death Into Me overall bu0dingdasign. BradngIndicated! letoprovmtbeading oflndivldualvas webendlorchommembersony. ADddlonaltemporary and permanent trading MiTek' Is always required fer stability and to prevent collapse with possible personal injury and pmp rty damage. For general guidance regarding the fandcmlon, storage, delivery. eredlon and among of be9ae9 and lmsS systems. see ANSIMPH Quality Cdteda, DSM9 and BCSI Building Component a9U4 Perks, East Blvd. Safety Inforeagon available ham Truss PUto InMOO.21a N. Lee greet, Sute 3lZ Nmndra, VA22314. Tampa, FL 3aa10 Job Truss Truss Type Oty Ply T13161739 40_1400_B_2CAR GR2 GABLE 1 1 Job Reference (optional Builders FimSource, Plant City, FL 33566 4x6 = 5x6 = NAILED 3-10-4 4-8-0 SWe=1:30.5 1� LOADING (psq TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/rP12014 CSI. TC 0.30 BC 0.76 WE 0.15 Matrix-SH DEFL, in Vett(LL) 0.14 Vert(CT) -0.19 Hom(CT) 0.03 (roc) Udell L/d 8-10 -999 240 0-10 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-1 oc Familial. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-14 Gc bracing. WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (lb/size) 2=653/0-3-0, 8=653/0.3-0 Max Hoa 2=58(LC 8) Max Uplift 2=-455(LC 4), 8=-465(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13761875. 3-4=-1304/846, 4-5=990/623, 5-6=990/624, 6-7=1304/842, 7-8=1376/895 BOTCHORD 2-10=824/1272, 8-10=792/1272 WEBS 1D-13=-252/405, 5-13=252/405, 10-12=308/262, 6-12=360/303, 4-11=360/303, 10-11=-308/254 NOTES- 1) unbalanced roof live loads have been considered for this design. Wnd:A3-second 2) gust) Cp1=0S8;MWFRS(envelope);oantilevereftandrghtiexposetl;eotivercaalleftadrightexposed;LumberDOL=fE-60plalegdp Rip F�i4 DOL=1.60 p```� es' �/y -0. face), Standard Industry ``0: V •\(i•E N ti � 3) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (normal to the see �� $ • V F ••• Gable End Details as applicable, or consult qualified building designer as per ANSV7PI 1. �� 4) All plates are 2x4 MT20 unless otherwise indicated. : No 22839 •� 5) Gable studs spaced at 2-0-0 oc. : *, �, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) - This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0tall by 2-0-0 wide fit between the bottom ; will chord and any other members. truss to bearing 1001b except (jt=lb) 1 8) Provide mechanical connection (by others) of plate capable of withstanding uplift at joint(s) 2=455, 8=465. i 0- os 9) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148'M.26) toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i�'n�• , O R p ,��� 51 ' G.,� S�OONA%-111 e.%%% LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Walter P. Fifth PE N0.22839 Vert: 1-5=54, 5-9=54, 2-8=20 MRek USIA Ilse FL Cem 6634 Concentrated Loads (lb) 6904 Parke Fast Blvd. Tampa R.33610 Vert: 16=29(F) 24=29(F) Date: February 6,2018 AWARNING - Verily dulgnperemaled and READ NOTES ON INS AND INCLUDED MMEK REFERENCE PAGEMIP7473 rev. 10,03201E BEFORE USE. Dust valld foruse only wgh MRek® condors. This outgo Is based only upon parameters shown, and is for an Individual building component, not a"as system. Before use, the bull designer must verily to applicability of design parametea and properly mccWhate Nis deign Into the r,erag bulldingdesign. Grading indicated is to prevent buckling oflndlNdual lrusswob and/or Nod member only. Mondial temporary and permanent bracing MiTek' Is allays required for scu lliry and to preyed collapse with possible personal Injury and propeM damage. Forgenerel guidance regaling the fabdrallan, Lodge. all eredon and adding oftrusse and Wss systems. me ANSV1PIt Quality ensure, 098.99 and BOSl Building Component 69M Parke Fan Brio. Safetyli fermagon marable from Truss Plate Insnone, 218 N. Lee Boost, sage 312. Alexandre, VA M14. Tampa, FL louse Job Truss Truss Type Dry Py T13151740 40 1400 B 2CAR GR3 GABLE 1 1 ob e Builders FirstSource, N N1/2 Plant City, FL 33566 8-35 7-59 610.7 Inc. Tue Feb 609:10:052015 Scale=164.7 400 12 5x6 = 5 34 4xe 33 4 8 NAILED NAILED 3-4 = NAILED NAILED 3 >21 7x10 = 6x12 MT20HS = 2ul 22 8 9 NAILED 2 d 18 37 19 1] 38 79 40 18 41 42 43 15 14 13 5x12 = Sue = 5xs = NAILED We MT20HS = NAILED NAILED 5,02 = NAILED NAILED NAILED NAILED NAILED NAILED e-3-si 15-&+4 k'1 717 z7-Sfa zs-tf-m az-59 aa5e 5 5- 0. 5- 0 Plate Offsets (X,V)- [2:03-3,Edge], [8:04-12,0-4-8], [10:0.6-0,0-1-11], [11:0-3-3,Edge], [16:0.7-0,D.4-B], [21:0-0.6,0-1-12], [21:0-1-12,0-0.0], (21:0-3-12,0.2-81, [32:0-1-14 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017RPI2014 CSI. TO 0.94 BC 0.94 WB 0.94 Metdx-SH OEFL. Ver L) Vert(CT) Hom(CT) in (toe) Vdefl L/d 0.78 15-16 -560 240 -1.1015-16 >396 180 0.16 11 We We PLATES MT20 MT20HS Weight: 251111 GRIP 244/190 1871143 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.t'Except' TOP CHORD Structural wood sheathing directly applied. 5-8,8-10:2x6 SP No.2, 10.12: 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or4-5-4 cc bracing. BOTCHORD 2x6 SP M 26•Except' WEBS 1Row at midpt 6-21.8-16 2-18: 2x6 SP No.2 JOINTS 1 Bruce at Jt(s): 21, 22 WEBS 2x4 SP No.3 *Except* 6-16,8-14,10-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1618/0.3-8, 11=1842/0.3-8 Max Hon: 2=101(LC 28) Max Uplift 2=-827(LC 4), 11-1011(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=4144/1991, 3-5=-3184/1634, 5-6=-3098/1591, 6-7=5191/2764, 7-8=5865/3098, 8-9=7503/3979, 9-10=-7503/3979, 10.11=-5077/2651 BOT CHORD 2-19=1868/3869, 17-19=1868/3869, 16-17=2689/5303, 15.16=4805/9241, 14-15=4831/9266, 1314=2468/4801, 11-13=2457/4798 WEBS 3-19=01327. 3-22=969/570, 17-22=784/515, 17-23=-818/1627, 5-23=819/1629, \\IIII111!!I 9 6 7-20=694/358, 21'23=-361/1/87558-0.14' 1959% 044, 10-14=1590/3019, 20.21=290/149, ,%�� CS� .•E•/yA!'4,,''' Notes- • ••. No 22839 1) Unbalanced roof live loads have been considered for this design. = �- 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Ih 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 - Z -a- rm 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 Ai 1. i9', OF 4U O '. •�/,� 4) Provide adequate drainage to prevent water pending. �i�'n�• P: • O R 1 p ��,. 5) All plates are MT20 plates unless otherwise indicated. All plates am 2x4 MT20 unlessindicated. 7) spaced at 2-0-0 cc. 8) This truss has been designed for a 10.0 psf bottom chord live load nanconcument with any other live loads. 9)*This truss has been designed for a We load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Waltar P. Rrin PE No.22839 will fit between the bottom chord and any other members. MITek USA, Ine. FL Cart 6634 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at)olnt(s) except Ut=lb) 6904 Parke East Blvd, Tampa R. 33610 2=827, 11=1011. Date; 11) "NAILED" indicates 3-1 Did (0.148'SKT) or 3-12d (0.148"x3.25') toe -nails per NOS guldlines. February 6,2018 AWAR ING-VeaMydoor ..ammalam and READ NOTES ON THIS AND INCLUDED W111FIEFERENCEPAGEW4703nv.IM2016BEFORE USE. Design weld for use aniy with Wek®conneclars. This design la based only upon parameters shown, and Is for an IntlMdual balding component, not a truss system. Before use, me building designer must verity the applicability or design parameters and propedy Incorporate Ur design Into the overall buicingdesign. Bracing Indicated is to prevent buekling ofindlNdual truss web anclor chord members only.Additional temporary and pmmanent bracing MiTek' Is always required for stablldy and to prevent collapse with possible personal injury and property damage. Forgeneralguldancoregarding Pe fabrication, stomge,deehery,ereClon and bradingoftmsses and truss systems. see ANSIrtPH Quality Canada, DSB89 and Best Building Component Safety Inlomuaan available Irom Truss Plate InsttNe, 218 N. Leo Sirs . Suite 312 NwundM, VAM314. 6904 Parke East Blvd. Tampa, FL MI Job Truss Truss Type Dy ply T13151740 40 1400 B 2CAR GR3 GABLE 1 1 Job o tional Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 li Industries, Inc Tue Feb 6 09:10.05 2018 Page 2 I D:aUnBFG71ODngGdMpXLGZagRJYHGbkeRt5fiA3tGKxef/igku7RBiM 2fU4ApGSmyGm LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 UnBoin Loads (pill) Vert: 1-5=54, 5-8=-54, 8-10-54, 10-12=54, 2-11=-20 Concentrated Loads (Ib) Vert; 8=-39(F) 10=-55(F) 15=18(1`) 13=-13(F) 34=-39(F) 35=-39(F) 36=-39(F) 37=-91(F) 38=91(F) 39=-91(F) 40=-91(F) 41=-18(F) 42=18(F) 43=-18(F) AWARMNO-Va lydaslgaparamafefaand READNOTES ON MS AND INCLUDEDMInD(REFERENCEPAGE10.703m. 10r11342015BEFORE USE. Design wild for use only with Mili Permanent. This design is based only upon parameters shown, and is for an Individual buil0ing component, net a Imss system. Before use, the building designer must verity vie applicability of design parameters and property Incorporate this design Into the overall buildingtlesign. eating Indicated is to prevent bo.ling of Individual buss web and/or stand members only. AddNonal temporary and permanent beating WOW Is always reaulredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and breling of trusses and truss systems, see ANSIRPI1 Quality Calteda, DSB-B9 and BOSl Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Us Street, Suite 312. Alexandra, VA 22314. Temps, FL Scale Job Truss Truss Type Oty PN T13151741 4Q1400 B 2CAR H1 Hip 1 1 J b R f f f Il Builders FirslSource, Plant City, FL 33566 1-0 4-10-14 9-0-0 -0-0 4-10-14 4-i-2 56= 4.00 12 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1400/03-8, 10=140010-3-8 Max Hom 2=61(LC 16) Max Uplift 2=-692(LC 8), 10=-6919) 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:06 2018 Page 1 t ODngGd WvpXLGZagRJj-IS96s5SVCyq 1 hOrWVMAMEuH6YrZs54pojkvNouznvGl 6-1-11 316-10 I 36-641 6-1-13 4-1-2 4-10-14 1-0-0 Scale=162.7 3x4 4x9 = MIS = = iN d 0. - le 15 14 13 """ 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = Cat. DEFL. in (loc) gde6 Ud PLATES GRIP TC 0.77 Vert(LL) 0.49 14 -879 240 MT20 2441190 BC 0.82 Vert(CT) -0.81 14-16 -538 180 MT20HS 1871143 WB 0.33 Horz(CT) 0.19 10 n/a n/a Matrix-SH Weight: 166 Of FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-6 oc bracing. WEBS 1Row at midpt 5-16,6-12 FORCES. (lb)- Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=3506/2669, 3-4=-3216/2327, 4-5=-2982/2237, 5-6=3982/2890, 6-8=-298112237, 8-9=3215/2327, 9-10=-0506/2669 BOT CHORD 2-16=-2442/3279, 14-16=-2687/3889, 12-14=2690/3888, 10-12=2439/3279 WEBS 3-16=-286/460,4-16=-437/733, 5-16=-11131832, 5-14=0/265, 6.14=0/266, 6-12=-11131831, 8-12=437/733, 9-12=-286/460 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;'Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fg Cal. II; Exp C; Encl., - ve o e and - Extedo 2 -1-0-0 to 5-0-0 Interior 1 5-0-0 to 9-0.0 Exterior 2 9-0-0 to 35.11-5 Interlor 1 35-1 -0.18; MWFRS (e; I p) C C K) O O ( ) 35-11-5 to 37-5-8 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces 8 MVVFRS 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 fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 1 GO lb uplift at joints) except Gt=lb) 2=692, 10=692. IIIIIIt111/II S00 V-IER. P F/ J� SAP •a C�E N S N'I' ��•� No 22839 ' *a•� . Y's)"ZZ!, /0N AIi S?G �� still Water P. Ran PE No.22839 MTek USA, Ind. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ®WARN/NO-Verlty4urgnparemeiuslum READ NOTES ON THIS AND INCLUDED 0.dTEKREFERENCE PAGE AM-1dTJra1 lanai aBEFORE USE. isissessis Design valid for use onlywith MlTeels connectors. This design Is based only upon parameters shown, and Is for an Individual building component; not ��- a truss system. GOMM use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overell bulldingdesigo. Bracing indicated istoprevenlbucdingof Individual truss web andlorchord members only. Additional temporary and permanent bracing WOW Isrequired for stability and to prevent corapse win Possible personal Injury and property damage. For general guidance,egaming the fabrlcrhon, storage, delivery, creglon and bradng oftni and truss systems, see ANSVTPI1 Duality order, D5849 and BCSL Building Compared 69M Parke East BIW. Safetyidormatlun avallable from Truss Plate Institute, 218 N. Lae Street, Suite 312, Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T13151742 40 1400_B_2CAR H1A Roof Special 1 1 Job Reference (optional Builders FirslSource, Plant City, FL 33566 1 m1 4.00 12 5,6 0 8.130 s Sep 15 2017 Mi rek Industries, Inc. Tue Feb 19 2x4 11 4x6 = 3x8 = 3x4 = 3x4 = 3x8 MT20HS = 4-1044 LOADING (psf) SPACING- CSI. DEFL. in (loc) Bdeg Lld PLATES TCLL 20.0 %0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.40 12-ib >999 240 MT20 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT)-0.7012-14 -619 180 MT20HS BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(CT) 0.17 9 1 We BCDL 10.0 Cade FBC20177TPI2014 Matrix-SH Weight: 170111 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP ND.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOTCHORD 2x4 SP No.i'Eacept' WEBS IRow at midpl 3.14,6.14 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 9=1400/0-3-8 Max Holz 2=10l(LC 17) Max Uplift 2=-620(LC 8), 9=660(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=340712211, 3-5=-2482/1720, 5-6=-2465/1705, 6-7=-3768/2578, 7-8=-3197/2075, 8-9=3499/2353 BOT CHORD 2-16=1981/3164, 14-16=-1981/3164, 12-14=-2415/3787, 11-12=-1807/2984, 9-11=2108/3275 WEBS 3-16=0/332, 3-14=970/721, 5-14=-079/1156, 6-14=1645/1188, 6.12=302/409, 7-12=695/925, 7-11=-98/339, 8-11=314/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C;Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterjor(2) -1-0-0 to S-0-0, Interior(1) 5-0-0 to 15-8-14, Exteriar(2) 15-8-14 to 21-8-14, Interlor(1) 22-5-13 to 27-5-8 zone; cantilever led and fight 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) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b Uplift at joints) except 0=11d) 2=620,9=660. Scale=1:64.9 GRIP 244/190 1871143 FT-20% No 22839 10:• A F �i�F`s O R 1 O Walter P.Rnn PE No.22839 MiTek USA, Inc. FL Cart 6634 69N Parka Fast Bind. Tampa FL33610 Date: February 6,2018 AwARNINO- Vardydaslgnparameters real NOTES ON MS AND INCLUDED MITERREFERENCE PAGE 11111-7473 rev. 1001/2015 BEFORE USE. Design vaiidfor use only win AfTed0connedOrs. This design is based only upon parametersshown, and Is far an Individual buildingoompunenb not a truss system. Before use, the building designer must verify the appllmbility ofdeslgn parameters and propeMlncoiporate this design Into the overall bundingdesign. Bracing Indicated is to prevent budding oflndlvidual Wes web andlor chord members only. AddNonal temporary and permanent bracing M!Tek' Is always required for Liability and to prevent collapse with possible personal Injury and property damage. For geneml guidance regarding the fabrication,storage,calvary, emdlan and bracing of trusses and truss systems, see ANSUIPI1 Quality Criteria, DSB40 and SCSI Bullding Component e904 Parke East Blvd. Safety Information availablefromTru Plate Insidum,218 N.Lee Street, Sure 312.Alexandrle, VA22314, Tempe, FL M10 Job Truss Truss Type cry Piy T13151743 40 1400 132CAR H2 Hip 1 1 Job Reference o Ito el Builders FustSource, Plant City. FL 33566 1-0 5-10-114 11-0-0 -0-0 5-10-14 1 5-1-2 7.2-12 Wald 51S = 2x4 II 5,6 = 4.00 F I .'I2x4 II 3x4 = 4x6 = 3x8 = 41 = 3x4 = 2x4 II 6 09:10:08 2018 Page Scale =1:62.7 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.79 BC 0.92 We 0.68 Matra-SH DEFL. in (loc) Udell L/d Ven(LL) 0.41 13 >999 240 Vert(CT) -0.66 13-15 >658 180 HDrz(CT) 0.10 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 172 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3.8, 8=1400/0-3-8 Max Harz 2=73(LC 12) Max Uplift 2=-684(LC 8), 8=-684(LC 9) FORCES. (Ib)-Max. Camp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2.3=-3522/2644, 3-4=-2988/2243, 4-5=3356/2567, 5.6=3356/2567, 6-7=-2988/2243, 7-8=3522/2644 BOT CHORD 2-16=-2420/3282, 15-16=-2420/3282, 13-15=-1893/2779, 11-13=1890/2779, 10-11=-2417/3282, 8-10=.2417/3282 WEBS 3-15=-536/560,4-15=-181/393,4-13=528/798,5-13=-444/493, 6-13=-528/798, 6-11=-181/393, 7-11=-536/560 NOTES- 1 Unbalanced real live loads have been considered for this design. 11111 1 I 1 . 2) RS nvelope) and C-C Exterior(2) to 190.0exposed;GO emfbers ` `,VE•N er lefti exposed vertical left and for and tomes 11 cto an right In ns 5.8 zone; Cantilever MrtWFR)S for t D eht exos 1 60d 3) Provide adequate drainage to prevent water porting. NO 22839 •� 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. * 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide rn between the bottom ^ •. will chord and any other members. 6) Provide mechanical truss to bearing 1001b except �'77 • connection (by others) of plate capable of withstanding uplift at joinl(s) (jt=1b) 2=684, B=684. /S�1y/{J./1^ 0,• $� •.��: •�OR1ID Wafter P.'Ran PE No.22839 Mll Ill Inc. R. Con 6634 6904 Padre East Blvd. Tampa FL 33610 Data February 6,2018 Q WARNING-VadaydetlOnparametereandful NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE 14II-7473.. 10101120fS BEFORE USE. assass Design valid for use only with INTekD cennectors. This design Is based only upon parameters shown, and is for an Individual cutting component, not ��' a truss system. Before use, the building designer must very the applicability &design parameters and properly Incorporate Inc usage Into the overall bu114ingdeslgn. Bracing Indicated is to prevent buckling ofindividual truss web anchor chord members only. Addlionaltempmatyandpmmanenlbmeing WOW Is always required forata0ility and to prevent collapse with possible personal inluty and property damage, ForgenomIguidancomgardingtht fabrication,Manage, dellvery,election and bracing allocate and truss systems, sea Mail Duality others, DS349 and BCSI Building Component 69U Parke East BIM. Safety Inflammation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA=14. Tampa, FL Still Jab Truss TrussType Oly Ply T13151744 140 40_0_B 2CAR H2A Roof Specal 1 1 b Fermi (optional) Builders FlrslSource, Plant City, FL 33566 :ray 4.00 12 ;7CIll Tue Feb 6 09:10:09 2018 2xd // 3xd = 3x6 = 5xe = rim = 3x4 = 2x4 11 Sale = t:69.a LOADING (pso 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 Ina YES Code FBC2017rrP12014 CSI. TC 0.95 BC 0.91 WB 0.91 Matrix-SH DEFL. in (too) Udell L/d Vert(LL) 0.37 14 -999 240 Vert(CT) -0.6314-16 >685 180 Horz(CT) 0.17 9 n/a ma PLATES GRIP MT20 2441190 Weight: 1751b FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid wiling directly applied or 4-0-5 oo bracing. BOTCHORD 2x4 SP No.2'Except' 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=140010.3-8, 9=1400/0-3-8 Max Horz 2=101(LC 12) Max Uplift 2=-619(LC 8), 9=660(LC 9) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-W5/2225, 3-5=2633/1782, 5.6=3399/2348, 6.7=3242/2221, 7-8=2976/1966, 8-9=3527/2278 BOT CHORD 2-17=-1997/3200, 16-17=-2006/3151, 14-16=1311/2259, 12-14=1638/2767, 11.12=-2028/3287,9-11=.2028/3287 WEBS3-17=0/3D4, 3-16=8241672, 5-16=270/516, 5-14=-976/1418, 6-14=1305/102B, 7-14=-027/587, 7-12=-145/350, 8-12=563/442 NOTES- 1 Unbalanced roof live loads have been consitlered for this design. g 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Ops/; h=15R; Cat. II; Exp C; Encl., \,\111l I I I iii ,�' ♦♦ DER P. ,� •, /7��1 ♦♦ _`p.� �*j� �L �� C E N S �• -Y 4" GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interlor(1) 5-0-0 to 15-8-14, Exterior(2) 15-8-14 to 20-5-13, 37-5.8 ��♦ . �' - F��'. 0, Interlor(1) 25.5-8 to 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 NO 22839 0 3) Provide adequate drainage to prevent water bonding. * 4) This truss has been designed fora 10.0 psi bottom chord live load noncenwment with any other live loads. 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide �• Will fit between the bottom chard and any order members. 6) Provide mechanical Connection nnectlan (by others) of truss to bearing plate Capable of withstanding 1001b uplift atJoint(s) except tit=1b) • l 9 ; ia'Q F Ili } ��i CCS ........ R \ N X % Wafter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke EasrBlvd. Tampa FL33610 Dam: February 6,2018 AWARNING- VaNydesignperameters and READNOTES ON THIS AND INCLUDED MREKREFERENCE PAGE NR-TQSrev. lO OISBEFORE USE. Design Valid forme onlywGll MTekA Connections. This design Is based only upon parameters shown, and Is bur an Individual building compared. not a Was system. Before use, me building designer must verly Me appikabilay oral parameters and praperly Incorporate this design Into me overag bulldingdealgn. Bracing rMostedistoprevent bu kingofindivdual "as web an&wchord members only. MdNmialterviand permanent bracing MiTek' Is always required nor stability and to prevent collapse wrh possible personal Injury and property damage. For general guidance regarding the fabrication,storage, delhrery,eredion and bracing oftmsses and muss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 69N Parke Part Blvd. safelyinformation available hom TMs Plate Ins11Wa, 2fe N. lee Sireel, Sutie eta, aexantltle, VA2a316. Tampa, FL 35610 Job Truss Truss Type Oty Ply T13151745 40 1400_B 2CAR H3 Hip 1 1 re o tional Builders FirdSource, Plant City, FL 33566 6-10A4 6-1-2 8.130 s Sao 15 2017 ses = Inc. Tue Feb 6 09:10:10 2018 Scale=1.62.0 3x8 = 16 15 - 13 11 10 3xe = 2x4 3xi = 44 = 3x8 = 4x6 3x4 = 2x4 I LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 Cat. TC 0.81 BC 0.97 WB 0.57 Matrix-SH DEFL- in ([cc) I/deg L/d Verl(LL) 0.37 13 -999 240 Vert(CT) -0.58 13-15 >749 180 Horz(CT) 0.18 8 n/a We PLATES GRIP MT20 2441190 Weight: 1761to FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1400/0-3-8, 8=1400/0-3-8 Max Horz 2=85(LC 16) Max Uplift 2=675(LC 8). 8=-675(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, TOP CHORD 2-3=-3487/2608, 3-4=-2768/2117, 4-5=-2798/2206, 5-6=2798/2206, 6-7=-2768/2117, 7-8=348712608 BOT CHORD 2-16=2384/3245, 15.16=-2384/3245, 13-15=-1745/2558, 11-13=1743/2558, 10-11=2381/3245, IIAO=2381/3245 WEBS 3-16=0/269, 3.15=733/678,4-15=-220/415,4-13=-312/467, 5-13=-310/354, 6-13=312/467, &11=-220/415, 7-11=-733/678, 7-10=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:e oRS right end ,.... 37--5-8 cant)C left ifor0 ior(1) 311t---1�5 t zone; errleft a(d exposed; vertical nd rl htt exp sed;C? etmbers and forces ,�0��`p��E.. E N.S •• 'Y � & MWFRS for reactions Shown: Lumber DOL=1.60 plate imp DOL=1.60�C �, V F•• 00 3) Provide adequate drainage to prevent water ponding. �� 4) This truss has been designed for a 10.0 psf boftom chord live load nonconcurrent with any other live loads. NO 22939 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 7 2=675, 8=675. •41V O ,O41 P ��4`� < O R O ��C2�. Walter P. Finn PE No.22839 MRek USA. Ina R. Cad 6634 6904 Parke EasTBivd. Tampa FL 32610 Date: February 6,2018 ® WARNING. Veriydowlepanmemm and READ NOTES ONTNISAND INCGUDEDNTEKREF£RENCEPAGE Md.74T3no,10/SM05BEFORE USE. mmosse Design valid for use only with MReI® werectors. This design Is based only upon parameters shown, and Is for an Individual bunting component, net �■' a house system. Before use, 0e building designer must verify the applIcablliy ddesign Parameters and Property Incorporate this design Into the overall `■ beildingdaugn. Bracing Indicated lsho prevent bucdingoflndiwidual truss web andfor chord members only. Additional temporary and permanent bracing MiTele Is always required for Mobility and to prevent mllepse with possible personal Injury and property damage. Forgenmanguidenseregardingthe fabrication,storage, dellvery,erection and breGng ofhresses and Inds systems, see MSM11 Quality Others, DSB419 and BCSI Building Component 69N Paine Fast BIM. Safety Information wallable ham Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra, VA M314. Tampa, FL W610 Job Truss TrussType Qry Ply T13157746 401400_8 2CAR 1-13A Roof Special 1 1 Job o 9onal Builders FirstSource, Plant City, FL 33566 4.00 12 5x6 = 5 tee = Scale=1:65.0 3x8 14 '- 12 11 3x8 - 3x4 = 4xe - 5x8 = 34 3x4 = 2x4 11 LOADING (pso SPACING- 2-0-0 Cat. DEFL. in (loc) 'Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.32 14 >999 240 TCOL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.61 14-16 >706 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.15 9 RIB hill BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING. TOP CHORD 2x4 SP No.2'Except* TOP CHORD 4-5,1-4: 2x4 SP No.1 BOT CHORD BOT CHORD 2EE4 SP No.1'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 9=1400/03-8 Max Horz 2=101(LC 17) Max Uplift 2=617(LC 8), 9=660(LC 9) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/2229,.35=-3178/2172, 5-6=-2915/2049, 6-7=2788/1956, 7-8=-2767/1843, 8-9=3487/2237 BOT CHORD 2-16=-1999/3146, 14-16=-1317/2251, 12-14=-1465/2558, 11-12=1979/3245, 9-11=1979/3245 WEBS 3-16=-444/495, 5-16=-599/932,5-14=-703/1136,6-14=1083/813,7-14=226/360, 7-12=-171/392,8-12=-737/546,8-11=0/276 PLATES GRIP MT20 2441190 Weight: 1731b FT=20% Structural wood sheathing directly applied. Rigid ceiling directly applied or4-2-15 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=3.Opsf; h=15tt; Cat. II; Exp C; Encl.. GCpi=0.18; MAIMS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0. Interior(1) 5.0.0 to 15-8-14. Exterior(2) 15-8-14 to 18-5-13. Interior(i) 23-5-8 to 37-5-8 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) Provide adequate drainage to prevent water ponclin9. 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 Iliad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001E uplift at joint(s) except lit=1b) 2=617,9=660. Ed 4 0 n 11-4 ds Walter P-'Rnn PE No.22839 MiTek USA, Inc R. Cert 6634 6904 Parke East Blvd. Tampa R-33610 Date: February 6,2018 ®WARNING. Verity designpammelers and READNOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE 161I1-741 1tl/MO15 BEFORE USE. wiii- Design valid for use only with Irani connectors, This design is based only upon pam enders shown, and Is for an Individual building component, not �'- a truss system. Before use, the boiling designer must verify the applicability Mdesign parameters and impact, Incorporate Nve Nis design Into the orall buildingdeogn. Bracing lndlosted is to prevent bucking oflndivdual Wss web and/or chord members only. Additional temporary and permanent bracing M(''ek' Is always required for stability and to prevent collapse with possible personal Injury and papery damage, Forgmeralgodanceregardingthe fabdcabon, storege.delivery, creation and bmcingaftmsses andimsel alums,see ANSViP11 Quality Cited, OSBAS and Boat Building Component 69N Pare East Blvd, Safety Information available fmm Tmss Plate Institute, 218 N. Lea Street, Sum illZ Alexandra, VA22a14. Tampa, FL MID Job Truss Truss Type Dry Pry T13151747 40 140D B 2CAR H4 Hip 2 1 b Reference (optional Builders Fbst5ource, Plant City, FL 33566 4.00 F12 Sx6 = 5 U.13U S bet, 10 2U1 / MI I Bit IneuSmes, me. 54 = 6 7-1.2 7-10-14 SWIG: 3/16 1' r e - 2.4 11 J 3x6 3xe = 41 - 2x4 II 3x4 = LOADING (psq TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.77 BC 0.79 WB 0.93 Matrix-SH DEFL. In (lac) Udell Ud Vert(LL) 0.32 13-15 >999 240 Vert(CT)-0.5213-15 >829 180 Hoa(CT) 0.16 9 Na n/a PLATES GRIP MT20 244/190 Weight: 1681to FT=20% LUMBER. BRACING. TOPCHORD 20 SP No.2*Except' TOPCHORD Structural wood sheathing directly applied or 2.2.0 oc putting. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. BOTCHORD 2x4 SP No.1'Excepl' WEBS 1Row at midpt 5-13 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0.3.8, 9=1400/0.3-8 Max Hom 2=97(LC 16) Max Uplift 2=-664(LC 8), 9=-664(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3432/2502, 3-5=-2565/1939, 5-6=-2355/1910, 6-8=2565/1939, 8-9=3432/2502 BOT CHORD 2-16=2279/3189, 1S-16=2279/3189, 13-15=1552/2355, 11-13=2276/3189, 9.11=-2276/3189 WEBS 3.16=0/314, 3-15=886/770, 5-15=-237/494,6-13=250/493,8-13=-886/770, 8.11=01315 NOTES- 1) unbalanced roof live loads have been considered for this design. 2) CPI=0.S18; MWFRS (envelope) and C CGExteslor(2)sd=10-04 op5-M, Interior(l) 5-M 1a 15.0-0, F-xterlor(2) 15-0.O to 21 5.8, ,���%,IER'P,� Interior(1) 29-11-5 to 37-5-8 zone; Cantilever left and right exposed ; end vertical left and night exposed;C-C for members and forces ��` Qua V '*G E IV S ••. ti �e 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� . s, 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 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 * * C will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at)oint(s) except QI=lb) p E ' 2=664, 9=664. 0 s .pug '0'�0��'.CpR10V1, .` Walter P. Ron PE No22839 Mffek USA Inc. R. Cert 6634 6904 Parkd East BM. Tampa R. 33810 Date: February 6,2018 QWARN/NG- VOXydesrbnparemerereand READNOTES ONTMSANDINCLUDEOMITEKREFERENCEPAGEMII.7V39 , 10/011R015BEFOREUSE. Designvard exoseonywtlh WTeMwnneclors.Thisdeslgnlsbasodonyupon parameters slhown.and istran mcividualbuddingcomponent. no a buss system. Bessm use, the bustling maillnermustveNythe applicability of esign parameters and proparyincoryorate Nis design Intome mm3 buildingdesign. Bdeurg Indicated Is to prevent thumung of Individual "as web andror thord! members only. AddAo al temporary and permanent bracing MiTek' Is always required stability to prevent collapse with posafthe personal Injury and propertydamage. For general guldanw regarding the fabdca0on, storage, delivery, ereWion and bmdng 018usses and Wss systems, we ANISM11 Quality Creole, USB419 and Best Building Component 69M Padre East Blvd. Saleylnlormation awitbt Nam Tmss Plate InatrWe.210 N. Lee Street, Slide 312, M mndM, VA M14. Tampa, FL scale Job Truss Truss Type Ory Ply T13151748 40 1400 B 2CAR H5 Hip 2 1 Job e e (optional) Builders FirstSource, Plant City, FL 33566 62.8 5-0-12 54-12 25-8 5442 4.00 12 54 5x6 = 2018 Scale: 3/16' 1' 2 N d 3x4 = 4,6 = 3x4 = 3x4 = 41 = 3x4 = 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 Ina YES Code FBC20177TP12014 CSI. TC 0.69 BC 0.75 WB 0.62 Matrix-SH DEFL. Vert(LL) VerhCT) Horz(CT) in (too) ede8 Ud 0.3616-18 >999 240 -0.6013-15 ,726 180 0.16 11 n/a Na PLATES GRIP MT20 244/190 Weight: 175 lb FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-4-5 Go puffins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or4-1-14 oc bracing. BOT CHORD 2x4 SP No.1 *Except' 14-17; 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=140010-3-8, 11=14001038 Max Hoe 2=108(LC 16) Max Uplift 2=-652(LC 8), 11-652(LC 9) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3463/2407, 3-5=-3176/2229, 5.6=-2318/1721, 6.7=2144/1671, 7-8=2318/1721, B-10=3176/2229, 10-11=-3463/2407 BOT CHORD 2-18=2198/3238, 16-18=1821/2703, 15-16=1280/2144, 13.15=1820/2703, 11-13=-2197/3238 WEBS 3-18=332/390, 5-18=-2071515, 5.16=7421663, 6-16=320/505, 7-15=-320t5D5' 8-15=-742/663, 8-13=207/515, 10.13=332/390 NOTES- ,,1111111111/�/// 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=3.0psf; h=15ft; Cat. II; Exp C; Encl., �� ER P. F//yr/-/j GCpl=0.18; MWFRS Exterior(2) �� `Q.��,.• V (} E N (envelope) and C-C -1-0.0 t0 6-0-0, Intedor(1) 5-0-0 to 17-0-0, Extedor(2) 17-0-0 to 19.5.8. ,�� ej` V lC•••, �� Interior(1) 27-11-5 to 37-5-8 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 a NO 22839 .:* 3) Provide adequate drainage to prevent water pending. a *:• 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 we will fit between the bottom chord and any other members, with BCDL = 10.0psf.ea 6) Provide bearing ; i 9 •• O F &J Z mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except (B=lb) ee ID Wager R Finh PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 6,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 4eTEKREFERENCE PAGE M11-7473m,, (d MOIS BEFORE USE. Deelgn valid for use onlyweh MiTeMparractors. This design is based only upon parameters escort, and is green Individual building compares, net a buss "am. Before use, the bolding designer must vatfytbe appliTablfdy of design parameters and propel Irxarpmffi9 Nis design We%a overall undmgdesign. Bracing Indicated is to preves bocMing of ireiAnual buss web andan Nand members only. Minimal temporary and permanent ending MiTek' Is always required for stability and to prevent collapse with possible personal injury and propel damage. For general guidance regarding the fabiicallon,stamps, dellvary, erection and bredng of busses and Wes systems, see Magri Quality CdteN, OS&8a and SCSI Building Component 69al Parke East Bled. Safety Infomueon aWa bbham Truss Plate Ins61Ne,210N.Leea et,Sude312Aleyndrla.VA22314. Tampa. FL 361310 Job Truss Truss Type Ory Ply T13151749 40 1400_B_2CAR HA Diagonal Hip Girder 2 1 JoReference (optional) Builders FirstSource, Plant City, FL 33566 6 09:10:14 2016 1A-15 ­ „ 5 NAILED NAILED NAILED NAILED Scale = 121.2 7-0-14 7-0-14 2-0.0 0-9-3 Plate Offsets (X Y)— 12 0-4-7 Edoel LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (]cc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ven(LL) -0.06 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.88 Vert(CT) .0.12 2-7 >980 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 38111 FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=18/Mechanica1, 2=437/0-4-9, 5=416/Mechanical Max Hom 2=137(LC 4) Max Uplift 4=-29(LC 22), 2=-316(LC 4), 5=-235(LC 8) Max Grow 4=25(LC 18), 2=437(LC 1), 5=416(LC 1) FORCES. (III) - Max. Comp./Max. Ten. - All foroes 250 (Ib) or less except when shown. TOP CHORD 2-3=-751/346 BOT CHORD 2-7=403/686, 6-7=403/686 WEBS 3-7=-91/465, 3-6=-911/535 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; 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 Thistrussfor 0.0 Pat bottom chord load nt with any ve loads. truss chord n by �p �p.�fee� liive load of 0: psf andve has been deigned signed for a the bottom all areas where allrectangle 3-6-0 tall 2-0-0 wide 3) -jEp /•v-Y will fit between the bottom chord and any other members. , �,N.ZJP�' p E N �• ��� �\ 4) Refer to girders) for truss to truss connections. ,�� $ V F•�' 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift atloint(s) 4 except Ot=lb) �� 2=316,5=235, NO 22$39 6) "NAILED" indicates 3-1Od (0.148"x3") or2-12d (0.148"x3.25") toe -nails per NDS guidlines. * 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �• LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 'O• it i •, i'$ OF •�,� Uniform Loads (plf) i�.(�••� P' Vert: 1-4=54, 2-5=-20 Concentrated ,,�s Vert: 3=91(FI=-46,B=-06)7=39(F=-20,B-20)9=55(F=27,B=27) ONA111E Waiter P. Ron PE No.22839 Mirek USA, Inc. R. Cert 6B34 6904 Parke Fast Blvd. Tampa R.33610 Data: February 6,2018 ,&WARNING-Vrlyydeslgnpammeters and READ NOTES ON This AND INCLUDED MITEKREFERENCE PAGE MII-7a,73 .fitleabo 16 BEFORE USE. Design wild far use only with h rek® cannecom. This design b based only upon parameters shown, and Is bran individual building component not ��- a buts system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulldingdeslgn. Bracing indicated is to prevent buckling of Individual truss web sndlor chord members only.Addhonal temporary and perhavent bracing WOW Is always required for stability and to prevent collapse with possible personal lnlury and phowny damage. For general guidance regaining the fabrication, storage,delivery, eredlon and trading 0 trusses and tmss systems, we ANSUTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Ease Blvd. Safety Information available Rom Truss Plate Inetaute, 218 N. Lee asset, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Dry ply T13151750 LbRefemaggfootigitu-1) 49_1400_13_2CAR HJ2 Diagonal Hip Girder 2 1 Builders FlrslSDurce, Plant City, FL 33566 8.130 s Sao 15 2017 MTek Industries, Inc. Tue Feb Scale: 1.5"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ede0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) .0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 3 rda nm BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT=20h LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied Or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=42/Mechanical,2=179/0-3-14,4=l/Mechanical Malt Horz 2=55(LC 4) Max Uplift 3=-41(LC 8), 2=187(LC 4), 4=-6(LC 4) Max Grav 3=42(LC 1), 2=179(LC 1), 4=27(LC 30) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psp BCDL=3.OpsY h=15ft; Cat. 11; Exp Q Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; porch left 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 nonconcurent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Td 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 100111 uplift at joint(s) 3, 4 except (p=1b) 2=187. 6) "NAILED" indicates 3-1Od (0.148'k3'1 or2-12d (0.148"x3.251 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 CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-3=54, 2-4=-20 Concentrated Loads (III) Vert: 5=53(F=26,B=26) p�%%,P�ER'P'F/ti oi�i ENg�i� No 22839 ION Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL33610 Date: February 6,2018 QWARNINO- Vrllydeslgnparameters and READ NOTES ON INIS AND INCLUDEDMITEK REFERENCEVAGEMI474113m. 10N11015BEFORE USE. Design walk for use only wM 50TekID connectors. This design is based0* upon parameters drown, and is for an lndMEual building component, net a truss system. Before use, me belting designer must ver ythe applirabii ty 0design parameters and prepedy Inwryrate Ws design into the overall buildingdesign. Bracing Indicated! istoprevent bucking ofindi elualtrussweband/orchordmembersanly. Minimal temporary and permanent bracing WOW Is aware required for slabllity and to prevent collapse with passible personal Injury and pmpe,ly damage. For general gukanoe regarding the famicamn,storage, delivery erection and trading of busses and Wss systems, we ANSIlIP11Quality odteda, DBMS and SCSI Building component 6SO4 Parke Fast BIW. safety loN.Uon availabb M1am Tmsa Plate lnSNNe, 210 N. Lee SIreeL Sucre 31; Abxandta, VA 12314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T13151751 4Q 1400_B_2CAR HJ3 Diagonal Hip Girder 1 1 Lb Reference(opflonall Builders FirslSource, Plant City, FL 33566 150 Inc Toe Feb 6 09:10:16 2018 FY?i- RkY4 LOADING (psB SPACING- 2-04 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 2-4 >866 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 on putting. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=131/Mechanica1, 2=256/04-9, 4=42/MechaniwI Max Ham 2=88(LC 4) Max Uplift 3=113(LC 8), 2=226(1_0 4) Max Grav 3=131(LC 1), 2=256(LC 1), 4=97(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I11) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL-0.2psf; BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpl=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 pal bottom chord live load nonconcumenl 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=1b) 3=113, 2=226. 6) "NAILED" indicates 3-1Od (0.148'Sc3") or2-12d (0.148"x3.251 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 CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=54, 24=20 Concentrated Loads (Ib) Vert: 6=55(F=27, B=27) 7=2(F=1, B=-1) j No 22839 �•0: :fZ OF Walter P. Rnn PE No.22839 MITek USA, Inc R.Carl 6634 6904 Part® East Blvd - Tampa Ill. 33610 Bate: February 6,2018 QWARNING-Verllydeslgn PanmerenandREADNOFES ON MS AND INCLUDEDAVFEKREFERENCE PAGE MO -Foram. 10r1)S17015BEFORE USE. Design valid for use only with MReW connectors. This design is based any upon parameters shown, and Is bran individual bulking component, net ��' a Wss ¢ystem. Befare use, the bulking designermuat verify the applicability of design parameters and property Incorporate this design into the overall buildingdesign. Bracing Indicated is to prevent budding ofmnarAdual Was web ancrarchord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, creation and bracing of trusses and trues systems, Sea ANSUIPH Quality Criteria, DSB49 and SCSI Building Component 69U Parke East Eva. Safety Information available from Truss Plate Institute, 218 N. Lea Street Suite 312, Alexandra, VA=314. Tampa, FL 36610 Job Truss Truss Type Gly Ply T73151752 4Q 1400 B_2CAR T1 Roof Spedal 1 1 ob o i nal Builders Fuse oURe, Plant Glty, FL 3350D 7-5-9 44-7 4.00 12 5xe = 5 Soale =15s.o 3x8 = 1s 11 13 11 10 3sa 2x4 II 44 — 5xS = 4x10 MT20HS = 34 = 2x4 II LOADING (psi) TCLL 20'0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- %0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.90 BC 0.88 WB 0.81 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d 0.4811-13 >897 240 -0.89 11-13 >490 180 0.18 8 n/a Na PLATES MT20 MT20HS Weight: 1641b GRIP 2441190 187/143 FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2'Exwpt' TOP CHORD Structural wood sheathing directly applied. 8:2x4 SP M 31, 7-9,1.4:2x4 SP No.1 BOT CHORD Rigid calling directly applied or 3.7-7 oc bracing. BOTCHORD 2x4 SP No.1 WEBS 1Row at midpt 3.13 WEBS 2x4 SP No 2 Rows at 113 pts 6-13 REACTIONS. (lb/size) 2=1400/0.38, 8=1400/0-3.8 Max Holz 2=101(LC 13) Max Uplift 2=-622(LC 8), 8=660(LC 9) FORCES. (I s) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=3399/2202, 3.5=2499/1724, 55=2502/1694, 6-7=-4515/3011, 7-8=-3446/2211 BOT CHORD 2-15=1972/3155, 13-15=197213155, 11-13=2897/4547, 10.11=1962/3190, 8-10=1963/3199 WEBS 3-15=0/317, 3.13=953g06, 5-13=605/1106, 6-13=232211614, 6-11=533/509, 7-11=1006/1475 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2)InMDWFRS Encl., "11111111111111J."r and to 0 to 14, 14 to end ng mem'berstand fight vertical left ntl t,exppoosedaC-C forr tomes cablieve leftoannnder POosed; Mr-13 to20— 8ns zone ,4:,' DCL=1.60 P late ,,,%��`p.� GENSF/�2 3) Provide adequate drainage to prevent water pondirig. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. NO 22839 •� 6)' This truss has been designed for a live load of 20.0psf on the bottom Nord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide fit between the bottom any other members. = * will chord and 7) Provide truss to bearing 100 lb = i mechanical connection (by others) of plate Capable of withstanding uplift at joint(s) except (11=1b) i�•• OF 2=622,8=660, .«y� 0 ��1S�✓'��24;� ��'os�ONA� EC���• Waiter P. Rnn PE No.22M9 Mifek USA. Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 6,2018 Q WARNING -Ve 1, deel9n parameter and READ NOTES ON This AND INCLUDED ABTER REFERENCE PAGE M7.7473 rev. IMM016 BEFORE tiff. Design valid or use only with MTek®conneolors This design is based any upon parameters slwwn, and is her an individual bulling component, not ��- a Muss system. Before use, the bu9dNg designer must verify Me appl'vabiGy of design parameters and property incoremate this design Into the overall buldingdesign. Bmoing Ndiratedistoprevenlb Wmgofindm'dualhusswebanNor OoMmemWmony. Addsonallemporaryandpermanentbracing MiTek- i a.W s uiradhr AabadyandropmamlmllepmwMpdesiblepersorelinju mdpmNrty&mage. ForgenealguidanwregamingtM fabrication, storage, delvery,eredien and inadng ofbusess and Muss eve ems,see ANSVIPI1 Quality Orders, DSB49 and Best Building Component 6904 Papa Fast BNd. Safety IMormaeon mbbbham Trussplate Ins e,210N.Lee Seeet,Suae312,A nM.VA22314. Temps, FL 36610 Job Truss Truss Type Oty Pty T73151753 40_1400_B_2CAR T2 RODf Spetlal 1 1 Reference lia al Builders Flrstsource, Plant City, FL 33566 635 7S9 54-7 4.00 FIT Sx6 = Inc. Tue Feb 609:10:182018 SON.=1:64.9 axis = 1u ea .. u ,. 12 11 axe = 3x4 = 3x6 = sad = 4x6 = Bx14 MT20HS = 2x4 11 LOADING (pst) SPACING- 2-D-0 TCLL 20.0 Plate GNP DOL 1.25 TCDL 7.0 Lumber DOL 1.25 SCLL 0.0 Rep Stress Inv YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 •Except• 8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP N0.3 REACTIONS. (Ib/size) 2=140010-3-8, 9=140010-3-8 Max Hom 2=-101(LC 17) Max Uplift 2=623(LC 8), 9=-660(LC 9) Cat. DEFL. in (loc) 0de0 Ud PLATES GRIP TC 0.92 Vert(LL) 0.58 12-14 >746 240 MT20 244/190 SC 0.79 Vert(CT) -1.02 12-14 1427 180 MT20HS 1871143 WB 0.96 Horz(CT) 0.16 9 AID Na Matrb(-SH Weight: 166 Is FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 4.2-3 Do bracing. WEBS 1Row at midpt 6-12 FORCES. (III) -Max. CompJMax.Ten. -All tomes 250(Ib) or less except when shown. TOP CHORD 2-3=-3386/2207, 3-5=3216/2196, 5-6=-2862/1967, 6-7=5818/3793, 7-8=-567213674, 8-9=358512327 BOT CHORD 2-16=1978/3145, 14-16=1320/2262, 12-14=2166/3394, 11-12=208113333, 9-11=-2081/3343 WEBS 3-16=442/491, 5-16=-638/955, 5-14=-657/1062,6-14=-1076/882, 6-12=1598/2525, 7-1 2=2072fl 428, 8-12=158012465 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and G-C Extedor(2) -1-0.0 to S.M. Interior(1) 5-0-0 to 15-8-14, Fxledor(2) 154i-14 to 21-8-14, Interior(1) 26-5-13 to 31-5-8 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) 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 psf bottom chord live load nonconwrrent with any other live toads. 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, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joint(s) except T=lb) 2=623,9=660. `,,,,���PV G E At gF�ti ����� No 22839 i ' $411 ,oNA%�C�,,� 11111111 Wafter P. Ran PE 1,10.22839 Mlfek USA Inc. R. Cart 6634 69D4 Parke East Blvd. Tampa R.33610 Date February 6,2018 AWARNING-Vorllydeslgnpatremefers and READNOTES ON THIS AND INCLUDED MITEKREFERENCEPAGE W1-7473 rev. IOMMO15 BEFORE USE nows �w' Design wild foruse ordyweb 117ek® ce mictors. This design Is bend only upon parameters shown, and Is loran WdNWuM building component. AM a man system. Before use, Me banding designer most verifythe app8wbiuy M design parameters and pmpeM Incorporate Nb desga Intothe overall buildingdesign. BnedingindicxtedIstopreventbucMWgofIOMVIdudlMade web anNorbrand membemonly. AddXlonaltemporary and permanent ending MiTek' Is sways required for Mobility and to prevent collapse with possible personal Injury and pmpedy damage. For general guidance regarding the fabrication, Morage, deiivery, erection and trading ofmusses and tons synems, we ANSMII Duality CNeda, DS"S and Beal Building Component 6904 Parke Bast Blwd. battery Information avallabie from Truss Plate lnsmun. 218 N. Lea SaweL Sude 31Z Alexandria, VA M14. Tampa, R 36610 Symbols PLATE LOCATION AND ORIENTATION -1��►r+� 13Ia' 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. 0-11f r For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by textth in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPII: 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 ( 64-8 (dimensions shown incaixteenths scale) III (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. 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 ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved �m W1 a MiTek0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is ahvays required. See BCSI. 2. Truss bracing must be designed by an engineer. For Wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Neverexceed 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 lightly 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 ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIrrPI 1. 8. Unless othervAse noted, moisture content of lumber shall not exceed 19% at time of fabdwtion. 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 requtrements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no calling is Installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or star 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 (fmnt, back, words and pictures) before use. Reviewing plctures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/rPI 1 Quality Criteria.