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HomeMy WebLinkAboutTrussDEABMG H GHf 50MLE 35 00 gl_g• yry u- RM CJI CJl � CA CA T19 TIE m TTv N2) HN26 m T16 TI4 T15 NOTES: T15 p mFx Ta imm rws rox KVABL xSr rW r+n ievouxx [unx7 r�TTxrO eae¢FstounrBre FaxrtaRa�Eai Bush eEanem. T B 1 I 08 TI5 16 z)RAlraxlweeau ee [oerletur W"YFwea w5rft W4FLOP ReE� W RTM'MFR MBEP.W tE BPMM P6MN W IA T15 5). VN AUTOREFRHEMPMW.Y W DYxlBFf. TIS SJAIL i0rhF5Aft OE51eAD E0Pf o[. x1mEY WAlN6 YI1EK OrKMSE FMkD. 7 g T15 w$ 715 m T15 'NLIVP v) rli AAus5we4axvu[ourt MNA[F W56FRFDiO DE Wa BGxR6 WFKNHMSE Wn➢. A)ST•xrNlFriM DEMTAIxFe mxrlA im BF1a U. l.)All iMF i9FJ M4SFR5IO DF $6Y.dM R�MR 9H IW FKLO BE�Lf5R1 Tw,szT aEEK mleARlse xmA. Tl A)BFIUNEMWLMFLODN LODE ilk BT WWl1DD[[AA T1 SHOP DRAWING APPROVAL MS NRN6MYEE50.ClMFMGMIO r0x/ISAW VM ILL IPEryXAPWIxN.LLR011E1 TI I TIE rw+uttNS RVnuOurtpHglpSUYMxfii ft H{fO£OBRkMY Mhf4F41%AL1. 1T0FTALL 789 rCmlMS ra waA6uernwetS msrRuavtt xFY1PAPWLf4xoTN 4iw Mw b. 1 0 CA m T26 � Builders m 726 [JI T25 M112 y� .FirstSource T25 TgPlant Orlando R 4J -B3 2W Fh:aOT-MYrn Olty CA T22 1p CJI T21 2 movaNan Hordes [JI 0-08Mir- J 71 t� w w w .... w w w w I6-00-00 .I 11-08-M V-B 00 Le6ae wens: Lot4 HIC T 7f79/19 TG/RW 2167951 Lumber design values are in accordance with ANSIIfPI 1 section 6.3 These truss designs rely on lumber values established by others. -MiTek® RE: LELIA_MODEL - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: K Hovnanian Homes Project Name: WS0004 Model: Leila-B Tampa, FL33610-4115 Lot/Block: 4 Subdivision: Waterstone Address: ., . City: Port Saint Lucie State: FL 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/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18697474 CA 11/19 2 T18697475 CJ3 11/19 3 T18697476 CJ5 11/19 4 T18697477 EJ2 11/19 5 T18697478 EJ4 11/19 6 T18697479 EJ7 11/19 7 T18697480 HJ2 11/19 8 T18697481 HJ4 11/19 9 T18697482 HJ5 11/19 10 T18697483 HJ7 11/19 11 T18697484 T08 11/19 12 T18697485 T09 11/19 13 T18697486 T10 11/19 14 T18697487 T11 11/19 15 T18697488 T12 11/19 16 T18697489 T13 11/19 17 T18697490 T14 11/19 18 T18697491 T14A 11/19 19 T18697492 T15 11/19 20 T18697493 T16 11/19 21 T18697494 T17 11/19 22. T18697495 T18 11/19 No. Seal# Truss Name Date 23 T18697496 T19 11/19/19 24 T18697497 T20 11/19/19 25 T18697498 T21 11/19/19 26 T18697499 T22 11/19/19 27 T18697500 T23 11/19/19 28 T18697501 T24 1I1/19/19 29 T18697502 T25 11/19/19 30 T18697503 T26 11/19/19 31 T18697504 V01 11/19/19 32 T18697505 V02 11/19/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or ,TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPl 1, Chapter 2. Thomas A Marl PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Albani, Thomas 1 of 1 Job Truss Truss Type rgty Ply T18697474 LELIA MODEL CA Comer Jack 12 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, • L 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:36:56 2019 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-FDxPIafBMaFVpCO95oZ6Rkc6ma9AC7YHOhJ_COyHedL 2x4 = STI.5x8 STP= Scale = 1:6.5 Plate Offsets (X Y)-- f2:0-1-14 0-0-101 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(L-) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3= 8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=34(LC 8) Max Uplift 3=-8(LC 1), 2=-83(LC 8) Max Gray 3=17(LC 8), 2=125(LC 1), 4=1 B(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; Cat. II; Exp B; 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has beendesigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss.to bearing plate capable of withstanding 8 lb uplift at joint 3 and 83 Ito uplift at joint 2. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI'1 as referenced by the building code. - Thomas A Albani PE No.39390 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd, Tampa FL 33610 Date: November 19,2019 =®tyARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mg-747JreV. iN0s20f5 BEFORE USE Design valid for use only with MReltw connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not o hum system. Before use, the building designer must verify the opplicobility of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing lndlcated is to buckling Individual buss web chord members only. Additional temporary and permanent brccing MiTek' prevent of and/or Is olwoys required for stoically antl to prevent collapse with possible personal injury antl properly damage. For general guidance regarding the ParkeEast B 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and hum systems, seeANSVIPII CuIlByCdbda,DSB-89 and SCSI Building Component Sally IntomwtbrrovdIciole from Truss Plate Institute, 218 N. Lee Sheet, Sulte 312, Alexandria VA 22314.33610 Tampa. Job Truss Truss Type Cry Ply T18697475 LELIA_MODEL CJ3 Comer Jack 8 1 Job Reference (optional) nunaers rlrsc bource, rlam Glly, rL -J' nblb, o.z4VSJuil4zula Miiexinauslnes,Inc. ue NOVla IU:Jb:btzuiv raael It 2x4 = Scale=1:10.8 1STt.5x8 STP- 3.0.0 1 300 Plate Offsets (X Y)-- [2:0-1-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.25 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Mor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (III 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=68(LC 12) Max Uplift 3=49(LC 12), 2=-88(LC 8) Max Gmv 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; InI Cat. ll; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49111 uplift at joint 3 and 881b uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." r Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 'AWARNING - Verity deslgn parameters antl HEAD NOTES ON THIS AND INCLUDED Mi REFERANCEPAGEMIF7473 rev. IW=015 BEFORE USE Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for on IndMtlual building component, not ��• a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• prevent Is always required for stabllity and to prevent collapse with possible personal Injury and property tlomoge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses antl truss systems, seeANSVIPII GuaIIN CMnla. DSBd9 and SCSI Building Component Safety Nfomrallonc clloble from Truss Plate Institute, 218 N. tee Si Suite 312. Alexantltla, VA 22314. East 8so4 PaMa East0taNtl. Tam 0 a, Parke Job Truss Truss Type Oty Ply T18697476 LELIA_MODEL CJ5 Comer Jack 4 1 Job Reference (optional) Hullers i-ma oource, ream Uny, rL- azaoo, -1-0.0 - � 1 2x4 = STi.5x8 STP = 0.44u s dun4 Luly Nu i ex Industries, Inc. I us Nov l tl Ta:Jmou Lm tl Scale = 1:15.8 Plate Offsets (X Y)— f2:0-1-14 0-0-101 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maul Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Harz 2=104(LC 12) Max Uplift 3— 95(LC 12), 2— 93(LC 8) Max Grail 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except whenshown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15R; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 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 grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide'rnechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at joint 3 and 93 Ib uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.38380 MTek USA, Inc. FL Cart 8634 Ill Parke East Blvd. Tampa FL 33610 Date: November 19,2019 �PJARNING- Verity Ces/gnparomefea nd READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMO-7S7arex. 7"12015BEFOREUSE. Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, antl Is for on Indlvldual building component, not a truss system.. Before use, the bullding deslgner must verity the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to buckling of Indlvldual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always real for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabicolion, storage, delivery, erectlon and bracing of trusses and truss systems seeANSUIPII GualBy CMedo, DSB-89 and SCSI Building Component 6904 Parke EasiBNtl. Tampa, ParkeEnt 13 Safely Informallonavallabie from Truss Plate Institute, 218 N. lee Street, Suite 312, Nexantltla. VA 22 14.33610 Job Truss Truss Type Ory Ply T18697477 LELIA_MODEL EJ2 Jack -Open Structural Gable 9 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 Mi7ek Industries, Inc. Tue Nov 19 10:36:58 2019 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-Bc39jGgSuBVD2VAYDDbaW9hTKOrFgvl as7o5HGyHedJ Scale =1:6.7 2x4 = ST1.5x9 STP = 2-0-0 2-0-0 Plate Offsets (X Y)-- 12:0-1-14 0-0-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Verl(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nfa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:8 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=145/0-8-0, 4=19/Mechanical, 3=36/Mechanical Max Hom 2=50(LC 12) Max Uplift 2=-72(LC 8), 3=-33(LC 12) Max Grav 2=145(LC 1), 4=38(LC 3), 3=36(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 be. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit bEtween the bottom chard and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 72 lb uplift at joint 2 and 331b uplift at joint 3. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code.' Thomas A. Af siml PE No.39380 Il USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 WARNING -VeNryd slgnpaiemehraend READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEM1414YJ ree 10,03 UTISBEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an IndNldual bulltling component, not a truss system, Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated is to buckling lndlvlduai truss only. Additional temporary and permanent bracing Welk' prevent of web and/or chord members Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabsticatlon, storage, delivery, erection antl bracing of trusses and truss systems, seeANSVTNI CuolMy Cmnda, DSO-09 and SCSI Building Compan V14, East Blvd. 6904 Palle Ennt Solely Informatbrnvallable from Truss Plate Inal 218 N. Lee Street Suite 312, Alexondrla. VA 22 Tama. FL asto P Job Truss Truss Type Q Ply T18697478 LELIA_MODEL EJ4 Jack -Open 4 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, -1 2x4 = ST1.Sx8 STP= 8.240 5 Jul 14 2019 Mi I ek Industries, Inc. I ue NOV 19 10:35:59'2U19 Page 1 ID:JbsSUYEphaZuYTshmE3BRyhOBX-godXwch4fVd4gflknx7p3MEbPo8iPMH15fYeplYHedl LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.27 Ven(LL) -0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Ven(CT) -0.02 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/fP12014 Matrix-P Scale = 1:12.8 PLATES GRIP MT20 2441190 Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=84/Mechanical, 2=21910-8-0, 4=36/Mechanical Max Horz 2=86(LC 12) Max Uplift 3=-73(LC 12), 2=89(LC 8) Max Grav 3=84(LC 1), 2=219(LC 1), 4=72(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 3) *This truss has been designed for alive 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 girders) for truss to truss connections. 5) Provide'mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 891b uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 • QT'DARNING-Vertrydestgnparemetersand READ NOTES ON TNISANDWCLUDED M/TEKREFERANCEPAGE)SPIM rev, 1MMISBEFORE USE. Design valid for use only with MITea connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling Individual truss web and/or chord members only, Addltlonal temporary and permanent bracing MiTek' prevent of Is always required for stability and to prevent collapse with posslbie personal Injury and property dcmogs. For general guidance regarding the 6904 Parke East Blvd. 690 East B ta4xicaNcn. storage, delivery, erection and bracing of trusses and truss systems, seeANIumill Ouai CrB9ria. DSB49 and BCSI Building Component Safety Informalbrsovvallable from Truss Plate Insfil 21 a N. Lee Street, Sulte 312. Alexandria, VA 22 14. a, FL P33610 Job Truss Truss Type Qty Ply T18697479 LELIA MODEL EJ7 Jack -Open 12 1 Job Reference (optional) Builders First Source, . Plant City, FL - 32566, • -1-0.0 31= ST1.5x8 SIP = 8.240 s Jul 14 2019 MITek Industries, Inc. Tue Nov 19 10:37:00 2019 Page 1 I D:JbsSUYEphcZuYTshmE3BRyhOBX-B_Bveyi iOplwHpKxKee2camfCBPg8pXiJJHCL9yHedH Scale =1:19.8 Plate Offsets (X Y)-- 12:0-0-10 Edael LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 2-4 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12), 2=-106(LC 12) Max Gray 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eidedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120lb uplift at joint 3 and 106 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Af umi PE No.39380 ill USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 ;&YARNING- Verifydeslgn Parameters and HEAD NOTES ON MIS AND INCLUDED NNEKREFERANCEPAGEM/F7919 rev. 10 MOIS BEFORE USE. Design valid for use only with M11ok@ connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��' a truss system. Before use, Me building designer must verify the appllcablllN of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual Muss web members only.. Additlonal temporary and permanent bracing MiTek' prevent of antl/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For genewl guidance regarding Me fi904 Parke East Blvd. falia cotton, storage, delivery, erection and bracing of trusses and Muss systems. seeANSWil CuolMy Call OSBA9 and SCSI Building Component a Tampa, FL 33610 Tam Safety Informationavollable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply T18697480 LEUALMODEL HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, .1-5 2x4 = 8.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:37:01 2019 Page 1 ID:JbsSUYEphcZuY-rshmE3BRyhOBX-cBkHLIiKB6lnvzu7uM9H8nJy7brWtGnOYzllubyHedG Scale =1:8.5 LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0:00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 SOT CHORD REACTIONS. (lb/size) 3=10/Mechanical, 2=194/0-10-15, 4=24/Mechanical Max Horz 2=60(LC 4) Max Uplift 3=-45(LC 1914) Max Grew 3=61(LC 22), 2=194(LC 1). 4=47(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250111 or less except when shown. Structural wood sheathing directly applied or 2-9-3 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Call; Exp B; 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) 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 ANSI/TP11. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 Ib uplift at joint 3 and 120 lb uplift at joint 2. 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 Ib down and 81 Ib up at 1-4-15; and 781b down and 81 Ib up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 Ib down at 1-4-15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (I Vert: 1-3— 54, 2-4= 20 Concentrated Loads (Ib) Vert: 5=42(F=21, B=21) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 I WARNING- Verllydeafgnperametersend READ NOTES ON TN/SANDINCLUDEOMIIEKREFERANCEPAGEM/F79T3mv. iNa32015BEFORE USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a truss system, Before use, the building designer must verify the applicablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing indented is to prevent buckling of lndMdual truss web and/or chord members only. AddlHonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrlcotlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSKI'll Cua1Sy CMeria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.SaInty taformationavollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18697481 LELIA MODEL HJ4 Diagonal Hip Girder 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 = 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:37:01 2019 Page 1 IDJbsSUYEphcZuYTshmE3BRyhOBX-cBkHLIiKB6tnvzu7uM9H8rkl d bnitGnDYzl lubyHedG LOADING (pst) SPACING- 2; CS'_ DEFL.LL) in (too) Udell Ltd TCLL 20.0 Plate Grip DOL .25 TC 0.34 Vert(4 -0.0 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 24 >712 180 BCLL 0.0 ' Rep Stress ]nor NO W B 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Scale=1:13.2 PLATES GRIP MT20 244/190 Weight: 191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical, 2=268/0-10-15, 4=MMechanical Max Horz 2=96(LC 4) Max Uplift 3=-83(LC 8), 2=-114(LC 4) Max Grant 3=115(LC 1). 2=268(LC 1), 4=104(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (8) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (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 nonconcument with any other live loads. 3) *This truss has been designed for alive 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 83 lb uplift at joint 3 and 114 Ib uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 801b down and 85 lb up at 14-15, 80 Ib down and 85 Ib up at 144-15, and 29 Ile doom and 44 lb up at 4-2-15, and 29 he down and 44 lb up at 4-2-15 on top chord, and 1 Ile down at 14-15, 1 lb down at 14-15, and 181b down at 4-2-15. and 18 lb down at 4-2-15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (elf) Vert: 1-3=-54, 24=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Thomas A. Alban PE No.38380 NTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 A�IABNING- Vedly Eeslgn pemmetemand BEAD NOTES ON TN/SAND INCLUDED MmEKBEFEBANCEPAGEMIF7473 me 101XV2015BEFONEUSE IF valld for use only with Mnelaa connectors. This design Is bawd only upon parameters shown. end Is for an Individual bulltling component. npf a truss system. Before use, the building designer must verity the opplicoblllty of design parameters antl properly Incorporate this tleslgn Into the overall lntlNltlu.I truss Atlditlonal temporary antl permanent bracin0 MiTek' bulltling tleslgn, Bracing lntllcafetl istp prevent buckling of web antl/or chord members only. Is always required for stability antl to prevent collapse with possible personal lnlury and property tlomege, Forgeneml guidance regordlnB Me tokI,. ,tan, storage, delivery, erection antl brecing of trusses antl buss syal.rea seeANSU1P11 CUaI1M CM.de, DS849 and aC31 Butdha Compenml Salary In/0tmatbrray."able from True Plate Institute. 218 N. Lee Street Suite 31Z Me.. drla. VA 22 14. 6904 Parka EasiBNtl. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18697482 LELIA_MODEL HJ5 Roof Special Girder 1 1 Job Reference (optional) Builders Rrst Source, Plant City, FL-32566, 8.240 s JW 142019 MITek [ndmtnes, Inc. I ue Nov 1910:37:U22U19 raga 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-4NIgYejyy07eX7TJS3gWh7rOP74fcjX9ndm102yHedF -1-5-0 6-9-6 7-0-14 1-5.0 6.9-6 3-9 Scale=1:17.1 2.4 II 3 4 6-9-6 -3 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 2-6 >910 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.19 2-6 >438 180 BOLL 0.0 Rep Stress Incr NO WB 0.03 Hom(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=301/1-5-0, 6=243/0-5-5 Max Hoe 2=116(LC 22) Max Uplift 2=-116(LC 4). 6=-100(LC 8) FORCES. (Ib) - Max CompJMax. Ten. -Aft tomes 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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 116 Ile uplift at joint 2 and 100lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 771b down and 851b up at 1-5-12, 771b down and 85 Its up at 1-5-12, and 29 lb down and 43 Its up at 4-3-11, and 29 Ib down and 43 lb up at 4-3-11 on top chord,'and 1 Its down at 1-5-12, 1 Its down at 1-5-12, and 181b down at 4-3-11, and 18 Us down at 4-3-11 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4— 14, 2-5=-20 Concentrated Loads (Ib) Vert: 7=44(F=22,9=22) Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWAHNING- Verilydesign paremefersand HEAD NOTES ON THIS AND INCLUDED MREKHEFENANCEPAGE116i 10,M015BEFOHEUSE. Design valid for use only with MRekO connectors. ruts tleslgn Is based only upon parameters shown, and Is for on Indvlducl bulltling component, not a truss system. Before use, the bull designer must verify the applicability of tleslgn parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of lncMdual truss web and/or chord members only. Additional temporary and permanent bracing I1 MOW Is olways requlrea for stability and to prevent collapse with passible personal Nlury and property damage. For general guidance regarding the p Component fabrication storage, delivery. erection and bracing of }noms, }noses and truss systeseeANSVIPIi CualBv Cmedo, D6849 and BC91 Building Parke East BNtl. Pae rk East B Safety Informational from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tempe, Job Truss Truss Type City Ply T18697483 LELIA_MODEL HUT Diagonal Hip Girder 2 1 Job Reference (optional) I Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:37:03 2019 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-YZs2m_ka)k7VBG2WOnBIDCOFZPReL57J7HWsyUyHedE • -1-5-0 5-2-9 9-10-1 1-5-0 I 5-2-9 4-7-8 - r Scale=1:20.6 2x4= 2x4= a 3x4 = 5-2.9 9.10.1 _ 5-2.9 4-7-8 Plate Offsets (X Y)-- 12:Edae 0-M1 LOADING (psQ SPACING- 2-" GEL DEFL. in (toe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Hom(CT) 0.01 5 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 411b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=124/Mechanical, 2=445/0-10-15, 5=290/Mechanical Max Horz 2=151(LC 4) Max Uplift 4=-102(LC 4), 2=-176(LC 4), 5=-102(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 762/265 BOTCHORD 2-7=-3317702, 6-7=-331/702 WEBS 3-6=-746/352, 3-7=0/284 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11: Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3) • This tress has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102111 uplift at joint 4, 1761b uplift at joint 2 and 1021b uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 Its down and 85 It, up at 1-4-15, 80 Its down and 851b up at 1-4-15, 29 lb down and 43 lb up at 4-2-15, 291b down and 43 Its up at 4-2-15, and 55 lb doom and 1001b up at 7-0-14, and 55 Its down and 100 Its up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 It, down at 14-15. 18 Its down at 4-2-15, 18 Its down at 4-2-15, and 38 Ito down at 7-0-14, and 38 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the tress are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-0=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=44(F=22, B=22) 10= 75(F=-38, B=-38) 13=-36(F=-18, B>78) Thomas A Albani PE No.39380 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 O WARNING -Verfly Ceslgn parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERANCEPAGE111IF747arey. reDaQOfs BEFORE USE. Design volld for use only with Mnea connectors, This design Is based only upon parameters shown, and Is for on Individual bulltling component, not a truss system, Before use, the building designer must verify the appleclaillty of design parameters and properly Incorporate this tleslgn Into the overall bullding design. Bracing Indicated is to buckling ladMduol truss web and/or chord members only. Additional temporary and permanent bracing NA M1Tek' prevent of Is always required for stablllty, and to prevent collapse with possee personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSVIPII Sti llh CMnW. GSB-09 and aC51 auldbrp Component 6904 Parke East Blvd. Safety lnfermalbmvallable from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type aty Ply T18697484 LELIA-MODEL T08 Roof Special 1 i Job Reference o tional builders rust Source, Plam ldty, VL- 02bbb, 5.0.0 9-8- MEW suul 14 emai ex mousmes, Inc. lue loot it, iu:ar:uozuro Scale = 1:64.8 Sx6 = 6 0 7 3x6 = ST1.5xS STP = bx12 = 3x6 = 3x4 = 5x6 = 2x4 3x6 = 3x6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CS'. TIC0.61 BC 0.65 W B 0.88 Matrix -Sit DEFL. in (too) Well L/d Vert(LL) -0.15 12-14 >999 240 Vert(CT) -0.27 12-14 >999 180 Horz(CT) 0.04 9 rda Na PLATES GRIP MT20 244/190 Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=-300/0-8-0, 17=1910/0-8-0, 9=1075/0-8-0 Max Horz 2=-107(LC 13) Max Uplift 2=300(LC 1), 17= 638(LC 12). 9= 374(LC 13) Max Grav 2=78(LC 12), 17=191 O(LC 1), 9=1075(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-628/1304, 3-4=-840/503, 4-5=-949/584, 5-6=-1365/799, 6-8=-1520/873, 8-9=-2057/1008 BOT CHORD 2-17=-1139/660, 16-17=-1261/729, 14-16=-593/1260, 12-14=-398/1066, 11-12= 827/1705, 9-11=-821/1815 WEBS 3-17=-1781/1003. 3-16=-1198/2321, 4-16=481/339, 5-16= 572/340, 6.14=-118/321, 6-12=-258/551, 8-12=-526/407, 8-11=01301 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 264), Interior(1) 26-0 to 5-M, Extedor(2) 5-0-0 to 8-64), Interior(1) 86-0 to 19-10-0. Exterior(2) 19-10-0 to 234-0. Intenor(1) 234-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and fight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3001b uplift at joint 2, 638 lb uplift at joint 17 and 374 lb uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39360 MTek USA, Inc. FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Data: November 19,2019 AwARNING- Vedrydesl9n parameters end REAO NOTES ON TN/SAND INCLUDED MITENREFERANCEPAGEM/I-14"rev. 101,0142015 BEFOREUSE Design valid for use only with Wei connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truse web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Muss systems. seeANSI/1PII Quality Cill DSB-89 and SCSI Butdhp Component Sahty Nfomlatbnovolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Palle Best Blvd. a, Parke Tampa, 3a6t0 D Job Truss Truss Type Cry Ply T78697485 LELIA_MODEL T09 Roof Special 1 1 Job Reference (optional) bull First bource, rlant Pry, I-L- deDou, 4x6 = 6 61 i 22 23 5x6 = 4x12 =. 5.00 12 3 5 20 19 2 b 15 14 25 26 13 1: ST1.5xB STP= 18 17 16 ST1.5x8 STP = 3x4 = 5x6 = 3x4 = 5z6 = 3x6 // 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TOLL 20.0 Plate Gdp DOL 1.25 TC 0.62 Veil CL) -0.15 12-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.28 12-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 HOR(CT) 0.06 9 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=221/0-8-0, 18=1803/0-8-0, 9=1103/0-8-0 Max Horz 2=107(LC 12) Max Uplift 2=-241(LC 24), 18=-593(LC 12), 9=-381(LC 13) Max Grew 2=53(LC 13), 18=1803(LC 1), 9=1103(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/1233, 4-5=-1410/844, 5-6=-1480/883, 6-8=-1593/922, 8-9= 2127/1055 BOT CHORD 2-18=-1064/648, 16-17=-661/1400, 14-16=-733/1473, 12-14=-442/1130, 11-12=-871/1770, 9-11=-865/1878 WEBS 3-18— 1992/1086,3-17=-378/836,4-17=-1512/790, 4-16=-250/371, 6-14— 184/395, 5-14=-331/295, 5-16=-301/288, 6-12=-257/555,8-12=524/407, 8-11=0/296 Scale = 1:64.8 0 <1� b 2x4 O 3x6 = _ PLATES GRIP MT20 244/190 Weight: 1781b FT=20% Structural wood sheathing directly applied or 3-3-13 oc pudins. Rigid ceiling directly applied or 5-1-14 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fb Cat. II; Exp B; Encl., GCpi=0.19; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 7-0-0, Exterior(2) 7-0-0 to 10-6-0, Interior(1) 10-6-0 to 19-10-0, Examor(2) 19.10.0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever,left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This Has has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 no uplift at joint 2, 5931b uplift at joint 18 and 381 Ito uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Aibani PE No.39380 Mil USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING- Verrill design rersansill said READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 310.1413re1 InN.Y1015 BEFORE USE. Deslgn for M9ekO This design Is based only upon parameters shown, and Is for an Individual building component, not ��- valid use only with connectors. a buss system. Before use, the bulltlin8 designer must verify the opplicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Ind dual truss web and/or chord members only, Addltlonal temporary and permanent bracing Well Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hues systems, seeANSVrPD Cuo1Bv Cil DSB-89 and III Bu6tlbp Component Safely Informatio avoilable from Truss Plate InsBlute, 218 N. Lee Sheet, Sure 312, Alexandria, VA 22314, 6904 Pade East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T18697486 LELIA_MODEL T10 Roof Special 1 1 Job Reference o donal Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:37:07 2019 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-RL6ZcLn5nyexduMHFcGhO2Zu40IcHo9v U35FyHedA 11-0.0 4-9-14 I 9.0.0 13-8-0 1 1940-0 27-1-2 i 350.0 36-0-0 .0.1 4-2.2 4-&0 6.2-0 7-&2 7-10.14 -0. Scale =1:64.8 4x6 = 3x4 = ST1.5x8 STP = 5x8 = 3x6 = Si = 5x6 = 2x4 O 3x6 = 3xfi II 5-0.0 9.0.0 13-8.0 1fi-3-11 19-f0-0 23.4-6 27-1-2 29.6-5 35-0-0 5-0.0 1 4.0.0 i 211.0 2-7-1f i 3-6-5 3.6-5 3-8-13 1 2-5-3 1 5-5 l Plate Offsets(X,Y)- 19'0-3-0Edael f13:0-1-120-3-01 f13:0-0-00-1-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Joe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.15 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Ven(CT) -0.27 12-14 >999 180 BCLL 0.0 ' Rep Stress Inner YES WB 0.71 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matti Weight: 175 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=-175/0-8-0, 17=1746/0-8-0, 9=1114/0-8-0 Max Hom 2=107(LC 12) Max Uplift 2=-204(LC 24). 17- 593(LC 12), 9113) Max Grav 2=44(LC 12). 17=1746(LC 1). 9=1114(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0_ 489/976, 3-4=-769/474, 4-5=-665/478,.5-6=-1513/922, 6-8=-1618/944, 8-9=-2155/1076 BOT CHORD 2-17=-837/509, 16-17=-837/509, 14-16=-706/1467, 12-14=-461/1156, 11-12=-891/1795, 9-11=-884/1904 WEBS 3-17- 1636/963,3-16=-829/1659,6-12=-260/549, 8-12=-525/407, 8-11=01300, 6-14=-214/438,.5-14=-284/280, 5-16=-1046/600 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0. Intedor(1) 2-6-0 to 9-0-0, Fxledor(2) 9-M to 12-6-0. Interior(1) 12-6-0 to 19-10-0. Extedor(2) 19-10-0 to 234-0, Interior(1) 23-4-0 to 36-M 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf an 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041b uplift at joint 2, 593 lb uplift at joint 17 and 3831b uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albans PE No.39330 MiTek USA, Inc. FL Celt 66U 6904 Parke East Blvd. Tampa FL 33610 Date: November19,2019 Q WARNING -Verity design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE WPM" rev. IBIMAel6 BEFORE USE. Design vard for use only with MOekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a true system, Before use, the building designer must verify the appllcablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual truss Addltloncl temporary and bracing M!Tek' prevent of web and/or chord members only, permanent Is always required for stability and to prevent collapse wlth passible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fObrlca6on, storage, delivery, erection and bracng of trusses and truss sysiemz seeMSVBRI Gui Cmedo, DSB49 and BCSI Building Component Tampa, FL 33610 Safety Informationavollabie from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Ory Ply T78697487 LELIA_MODEL T11 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.24C s Jul14 2019 MITek Industnes, Inc. I ue Na919 1 U:3T:U8 2U19 Pagel ID:JbsSUYEphcZuYTshmE3BRyhOBx-vxgxpho)YGmoF2xTaKn"G52i05vOJB29ZDddhyHed9 • 7-0-0 5.9-14 11-0-0 75-8-0 19-10.0 V7 l 35.0.0 36-0-0 1-0 5-2-2 4-8-0 4-2-0 I 73.2 7-10-04 -0.0 Scale = 1:64.6 46 = 3x4 = STI.54 STP= 3x6 = 31r8 = 5x8 = 2x4 \\ 3x6 = 3x6 // 3x4 = LOADING (pall SPACING- 2-" CS'. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL. 1A 5 TC 0.62 Vert(LL) -0.17 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Ved(CT) -0.3312-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.47 HOrz(CT) 0.05 9 n/a III BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1801b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-114 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=-144/0-8-0, 17=1717/0-8-0, 9=1112/0-8-0 Max Hors 2=-107(LC 13) Max Uplift 2=-183(LC 24), 17=581(LC 12), 9=-383(LC 13) Max Grav 2=32(LC 13), 17=1717(LC 1), 9=1112(LC 1) FORCES. (Ib) - Mu. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-502/960, 3-4=-999/619, 4-5=-1383/887, 5-6=-1562/1042, 6-8=-1618/956, e-9=-2147/1085 BOT CHORD 2-17=-815/518, 16-17=-255/193, 14-16= 362/851, 12-14=-466/1143, 11-12=-899/1793, 9-11=-893/1897 WEBS 3-17=-1664/1014, 3-16=590/1233, 4-16=432/282, 4-14=-407//61, 5-14=-806/602, 6-14=-351/546, 6-12=-259/566, 8-12=520/411, 8-11=0/285 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 14-6-0, Interior(1) 14-6-0 to 19-10.0, Exterior(2) 19-10-0 to 23-4-0, Intedor(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 2, 581 lb uplift at joint 17 and 383 lb uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.3938D fill USA, Inc. FL Ced 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 %A WARNING- Ved1ydes19nperametem=dREAD NOTES ON TN/SAND INCLUDED MITEKREFERANCEPAGEMIL7473rex. I(XV21016eEFOREUSE. Design valid for use only with MBeldly connectors, This deslgn is based only upon parameters shown, and Is for an IndNltlual building component, not ��- a truss system. Before use, the building designer must verify the opolcablltty of design parameters and properly Incorporate this deslgn Into the overall building deslgn. Bracing Indicated is to prevent buckling of lndivldual truss web and/or chord members only.Add'dlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pczble personal lrtury and property damage. For general guidance regartling the fabricallon, storage, delivery. erection and bracing of trusses and tons systems. seeANSVWII QUOIT CMrb, �DSB49 and III Building Component 6904 Parke East Blvd. Safety InformationwOoble from Truss Plate Institute, 218 N. We Street. Suite 31 Z AI VA 22 1A. Tampa, FL M610 Job Truss Truss Type Cry Ply T18697488 LELIA_MODEL T12 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:37:09 2019 Page 1 ID:JbsSUYEphcZUYTshME3BRyhOBX-NjDJ01pL1aufsBW IM119TTeDOgR4lm5BODzAA8yHed8 • fi-9-14 i 00 i 7-800 12210-0 1 7--3.-5-0.36-0.03 8I 7 -O016-2-.0 712 1 Scale=1:64.0 4x6 = 402 = 4x6 = i Sx4 = STI.5x8 STP= axe = 3x4 = Sx6 = 2x4 \\ 3x6 = 3x6 // 3.8 = .HH5-0-0 13.0-0 17-8-D 23-0-5 29-ES 35-0-0 0 B-O-0 4-&0 5-8-5 6-2-0 5-5-11 Plate Offsets (X Y)-- 19:0-3-0 Edge] rl2-0-1-12 0-3-01 113:0-0-0 0-1-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.11 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.2215-17 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.49 Hom(CT) 0.05 9 AM va BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 185 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=-102/0-8-0, 17=1665/0-8-0, 9=1121/0-8-0 Max Horz 2=107(LC 16) Max Uplift 2— 160(LC 24), 17=-557(LC 12), 9=-086(LC 13) Max Gmv 2=18(LC 13), 17=1665(LC 1), 9=1121(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-10-6 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-452/896, 3-4=-1166l714, 4-5=-10127718, 5-6=-1438/977, 6-8=-1634/968, 8-9— 2174/1108 BOT CHORD 2-17=-749/496, 15-17=-149/271, 14-15=-574/1311, 12-14=-489/1170, 11-12=-921/1812, 9-11=-914/1922 WEBS 3-17=-1782/1072,3-15=-338/841, 5-15=-468/281, 5-14=-398/324, 6-14=-324/513, 6-12=262/542, e-12=-522/409, 8-11=0/304 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interic r(1) 2.6-0 to 13-0-0, Exterior(2) 13-M to 16-6-0, Interior(1) 16-6-0 to 19-10-0. Exterior(2) 19-10-0 to 234-0, Intedor(1) 23-4-0 to 36-0-0zone; cantilever left and right exposed ; end vertical left and right exposeci for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Dancing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2, 557 Ib uplift at joint 17 and 386 Ib uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING -Verify des/9nparemeferserd REAO NOTES ON TN/SANDINCLUDED NITENREFERANCEPAGENp7473rev, iBNal201SBEFOREUSE Design valid for use only with MRe& connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated is buckling Intllvitlual buss members Additional temporary and bracing Welk' bulltling design, Bracing to prevent of web and/or chord only. percnanent Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the 6904 Parke East Blvd. fabrication storage, delivery, erection and bracing of busses and truss systems seemiurgi It CuIryyCdbdo. DSB419 and BC31 Buldlno Companont lly SaInformalbrpvolloble from Truss Plate InsnNte, 218 N. Lee Sheet Suite 312, Alexandria. VA22314. Tampa, FL 33610 Job Truss Truss Type Orly Ply T18697489 LELIA MODEL T13 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 6.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 1910:37:10 2019 Page 1 ID:JbsSUYEphcZUYTshmE3BRyhOBX-rwnhENpz3tO W UL4swlpOOhBNKD17U6ZLctijiayHed7 20-0-0 7-8-6 15-0-0 19-6A 19-tp-0 27-3 10 35.0-0 36-0-0 • 1-0- ]-B-a 13-14-6-0 0- - 73-10 ]-88 1-0-0 0-2-0 Scale = 1:64.8 5.00 12 5x8 = 4x6 = 19 20 6 Id 0 3x6 = 2x4 II 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 3x6 = 7-8-8 15-0-0 19.8.0 20�0-0 27-3-10 35-0-0 7-B-B 7-3-A 4-B-n 0-4-0 7-3-10 7-8-6 Plate Offsets (X Y)-- f2:0-3-0 Edgel f5:0-5-12 0-2-e1 f9:0-3-0 Edeel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(L-) -0.17 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.3514-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 9 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1721b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 9=1342/0-8-0 Max Horz 2=106(LC 16) Max Uplift 2=-433(LC 12), 9=-433(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. FORCES. (II -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1401, 3-5=-1934/1122, 5-6=1716/1116, 6-8— 1935/1122, 8-9— 2664/1401 BOT CHORD 2-16=-1168/2374, 14-16— 1168/2374, 13-14= 748/1715, 11-13=-1185/2374, 9-11=-1185/2374 WEBS 3-16=0/328, 3-14=-738/462, 5-14=-148/444, 8-11=0/327, 6-13— 168/444, 8-13= 737/462 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; hI5tt; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 18-6-0, Interior(1) 18-6-0 to 20-0-0, Extedor(2) 20-0-0 to 23-6-0, Interior(1) 23-6-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right elrposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 433lb uplift at joint 2 and 4331b uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 O WARNING- Verity design parameters and READNOTES ON THIS AND INCLUDED MITERREFERANCE PAGE MIF7473rev. 104XV2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must vorlty the applicability of design parameters and properly Incorporate this design Into the overall bulltling design Bracing lndlcated 6 to buckling individual truss web members only. Additional temporary and permanent bracing MiTek' prevent of and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East B 6904 Parke East Blvd. Parke fbbricotion, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cualih Criteria, DSO-69 and BCSI Bulding Component Tempo, Safety Infoanatlorvavallobie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22914,33610 Job Truss Truss Type oty Ply T18697490 LELIA_MODEL T14 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 10:37:12 2019 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-nlvSf3rEbVGDjfEE1 Ass56Gm6105y5re4ABgm5yHed5 tsoo 10 L. I t2a13 17-0 17 22-9a 2a-10-13 35Pa ',1BOQ 1 613 a__.2-1,a 1 4-93 i�66� b03 I 6210 61-3 1-0O a60 Scale=1:fi4.8 5.00 rl2 b 678 3x4 = 3x8 = 3x4 = LOADING (pi SPACING- 2-0-0 CSL OEFL in (too) VdeB Ud PLATES GRIP TCLL 20.0 Plate Gifts DOL 1.25 TC 0.46 Veri(LL) -0.17 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 16-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.12. 12 rda n/a BCDL 10.0 Code FBC2017/TP12014 MallWeight: 171111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 12=134210-8-0 Max Hoa 2=120(LC 16) Max Uplift 2=-447(LC 12), 12=-447(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2663/1397, 3-5=-2429/1304, 5-6_ 1695/1036, 6-7=-1512/991, 7-8=-1512/991, B-9=-1695/1036,9-11=2429/1304,11-12=-266311397 BOT CHORD 2-18=-1185/2396, 16-18>900/1926, 14-16=-907/1926, 12-14=-1192/2396 WEBS 3-18=-299/277, 5-18— 159/493,5-16=-599/449, 9-16=-599/449, 9-14=159/493, 11-14=-299/277, 7-16=-533/998 NOTES- (8) ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vosd=128mph; TCDL=4.2pst BCDL=3.Opsh h=15ft; Cat. II; Exp B; Encl., GCpi=9.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-", Elderiar(2) 17-0-0 to 22-8-3. Interior(1) 22-8-3 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed fora 10.0 part bottom chord live load nonconcurrent with any other live loads. 6) ° This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447111 uplift at joint 2 and 447 lb uplift at joint 12. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 O WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MNEKREFERANCE PAGE MIF7473 rev. IasYLa15 BEFORE USE. Design valid for use only with MOek®connectors. This design is based only upon parameters shown, and is for an Individual building component, not �r' ■■■■ a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of lntlNltlual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' prevent 19 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing o/ trusses and fmss systems, seeANSUrni CualNy Cmsdo, DSB49 and BCSI BuSd110 Compcn*nt 6904 Parke East Blvd. Safety Informaf onovallable from Truss Plate Instiute, 218 N. Lee Sheet, Sure 312, Alexantlrla VA22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T18fi97491 LELIA-MODEL T14A Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 8.240 S JUI 14 2019 MI I eK Ina091nes, Ina. I Ue N0V 1 s 1 U:J1:1D 2U1 a Scale=1:66.0 4x6 = 5.00 12 4x6 = 6 7 3x6 = 3x4 3x8 = 2.4 II 2x4 II 4x12 = 3x6 = 3x6 = 8I 132--8.153 73 0-00 1 2G2.-22 35-0-00288914 .1485.6{ B-9-14 Plate Offsets (X Y)-- r2'0-0-10 Edge] 112-0-0-10 Edoel f16'0-5-8 0-3-81 f18:0-5-8 0-3-41 r20:0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.23 18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.43 19-20 >961 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.19 12 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 2071le FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-4-1 oc bracing. REACTIONS. (Ib/size) 12=1342/0-8-0, 2=1342/0-8-0 Max Hom 2=120(LC 16) Max Uplift 12=-447(LC 13), 2=-447(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2656/1409, 3-5=-2419/1315, 5-6=-2354/1320, 6-7=-2145/1268, 7-8=-2337/1340, 8-10=-2974/1602, 10-11- 2435/1318, 11-12=-2632/1386 BOT CHORD 12-14=-1178/2363, 17-18- 859/2141, 16-17=-122212707, 2-22=-1199/2390, 20-22=-899/1933 WEBS 3-22=-306/278, 5-22=-171/426, 6-18= 413/609, 8-16= 348/781, 5-20=--774/413, 18-20- 975/2097,5-18=0/319,10-14=-570/335,14-16=-1110/2357, 10-16=-182/505, 7-17=-4311761, 8-17=-973/628 NOTES- (7) 1) Unbalgnced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.1$ MWFRS (envelope) and C-C Extedor(2) -1-M to 2-6-0, Intador(1) 2-6-0 to 17-0-0. Exterior(2) 17-0-0 to 22-11-6, Interior(1) 22-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 Ib uplift at joint 12 and 447 Ile uplift at joint 2. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 A WARNING -Verlfydniignp.rm,?ers end READ NOTES ON THIS AND INCLUDED MITEKNEFERANCE PAGE MS74Tarmn 1M>.4Rp158EFORE USE. Design valid for use only with MRek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building Bracing indicated is to buckling lntlNltlual truss web and/or chord members only. Addltlonal temporary and permanent bracing MlTek• dill prevent of 8 always required for stability and to prevent collapse with p=llb16 personal Injury and property damage, For general guidance regarding the 6904 Parke East Blvd. Clerical storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPI1 Quality Ciftol DSB49 and BCSI Bull Component Tampa, FL 33610 Safely InformaPonavollable from Truss Plate Instlfute. 218 N. We Street. Suite 312. Alexandria, VA 22314. Job Truss - Truss Type Oty Ply T78697492 LELIA_MODEL T15 Hip 10 1 �J.bRafteence(optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. TUB Nov 19 10:37:14 2019 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-jh1 C4ksU76W=Od9auKAXL6gr4Z07DxxUgwLyHed3 Ime 1-0-0 64ak 12313 170a 1T6O 229 2B-1LL13 35-0-0 3800 t B1a ez-10 1 a -ea o-ea ss-tp 1 s-1a 100 sure Scale =1:62A Los = 5.00 12 1g 3x8 = 3x4 = 3.6 = 3x8 3x6 = 3x4 — 3x6 = 90-0 ssw t RV zaz-2 3s-0o 8- 14 a-z-z a z-z 8-98-9-14s- s-0o Plate Offsets (X Y)-- [2'0-3-0 Edael [10:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Joe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) -0.17 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.12 10 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight:. 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 3-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 10=134210-8-0 Max Horz 2=123(LC 12) Max Uplift 2=-451(LC 12), 10=-451(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -Aft tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-2662/1353, 3-5_ 2429/1257, 56=-1693/993, 6-7=-1693/993, 7-9=-2429/1257, 9-10=-2662/1353 BOT CHORD 2-16=-1126/2394, 14-16=-940/1929, 12-14= 857/1929, 10-12=114312394 WEBS 3-16=-297/274, 5-16=-157/491, 5-14=-608/426, 7-14= 608/426,7-12=-157/491, 9-12= 297/274, 6-14=-525/1014 NOTES- (6) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interiar(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-M. Interior(1) 21-0-0 to 36-" zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 451 Its uplift at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 8834 e9D4 Parka East Blvd. Tampa FL 33610 Date: November 19,2019 WARNING-Verifydeslgnp.r teraend REAO NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MII-7473rev. tNOaapts BEFORE USE Design void for use only with MnekO corl fits design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing lndlcated is to buckling Individual truss web chord members only. Addlfonol temporary and permanent bracing MiTek' prevent of and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the 69" Palle East Blvd. tobdcallon. storage. dolNery. erection antl bracing of trusses and truss systems, seeANSVVII Quality Ci tetb, DSB 59 and SCSI Building Component Tampa, FL 33610 Safety Wormalbnavalloble from Truss Rate Institute. 218 N. We Sheet Suite 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply T18697493 LELIA_MODEL T16 Hip 1 1 Job Reference (optional) umaers rust source, viant uty, rc- azbbb, 0.d4V5 JUI 14 CU I U IVII ItlK I11UYbLIIGJ,1i, Tuo ewv ,o IV.37J5 a 5.00 F12 5x8 = 46 = 5 6 Scale = 1:64.8 0 ST1.5xB STP=. 16 14 13 11 ST1.5x85TP= 3.6 = 2x4 II 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vart(LL) -0.17 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT)-0.3514-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.90 Horz(CT) 0.13 9 n/a Iva BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-6 ocbracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 9=1342/0-8-0 Max Ho¢ 2=106(LC 16) Max Uplift 2=-433(LC 12), 9=433(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2655/1475,3-5=-1932/1180,5-6=-1715/1172,6-8=-1933/1180,8-9=-2655/1475 BOT CHORD 2-16= 1249/2365, 14-16=-1249/2365, 13-14=-805/1714, 11-13=-1252/2365, 9-11=1252/2365 WEBS 3-16=0/329, 3-14=-733/490, 5-14=-166/445, 6-13=-190/445, 8-13>732/490, 8-11=0/328 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2),-1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 24-11-6, Intedor(1) 24-11-6 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 433 lb uplift at joint 2 and 433 lb uplift at joint 9. 7) "This manufactured product is designed as an individualbuilding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Job Truss Truss Type Ply T78697494 LELIA_MODEL T17 Hip �lav 1 1 Job Reference a tional Builders First source, HIM Uri FL-32bri6, ?I 0 5x6 = 3x4 = 5x6 = 4 518 19 6 V 3x6 = 2x4 II 4x6 V 3x8 = 2x4 II 3x6 = 3.8 — 46 = Scale: 3/16'=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 Incr YES Code FBC2017/TPI2014 CSI. TIC 0.59 BC 0.82 WS 0.53 Matrix-SH DEFL Vert(LL) Vert(CT) Hoa(CT) in (lot) Wall Ud -0.24 12-13 >999 240 -0.50 12-13 >820 180 0.13 8 n/a Na PLATES GRIP MT20 244/190 Weight: 173 lb FT=20% LUMBER- , BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or5-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342J0-8-0, 8=1342/0-8-0 Max Hors 2=93(LC 16) Max Uplift 2=-416(LC 12), 8=-416(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-2685/1519, 3-4=-2106/1266, 4-5=-1891/1244, 5-6=-1891/1244, 6-7=-2106/1266, 7-8=-2695/1519 BOT CHORD 2-15=-1296/2397, 13-15=-1296/2397, 12-13=-989/1988, 10-12=-1300/2397, 8-10=-1300/2397 WEBS 3-13=-581/423, 4-13=-242/517, 5-13= 289/183, 5-12=-289/183, 6-12=-242/517, 7-12— 581/423 NOTES- (7) 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=151t; Cat. It: Exp B; Encl., GCpi=b.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0. Extedor(2) 22-M to 26-11-6. Interior(1) 26-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &'MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water pending. 4) This buss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL a 10.Opsf. 6) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 416 lb uplift at joint 2 and 416111 uplift at joint 8. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 asreferenced by the building code." Thomas A. Alban! PE No.36380 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 WARNING -Verltydes/g.,wi.eteraamd READ NOTES ON THIS AND INCLUDED MITEKBEFEBANCE PAGE MIFl4)9rev. 1N0Y10/S BEFORE USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web antl/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with poshole personal Injury and property damage. For generol guldancefegordingthe lobdcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII QualBv Criteria, DSB49 and BC31 Balding Component 69N Parke East Blvd. Safety Infomrationcyci oble from Truss Plate InstiMe. 218 N. Lea Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Jab Truss Truss Type lot Ply T78697495 LELIA_MODEL T18 Hip 1 1 Job Reference (optional) Builders Firm Source, ream City, FL-52566, 8.2406 Ju!1420, 3,.,,,_,. •�•�e�• ID:JbsSUYEphcZuYTshmE3BRyhOB%-cSGjv6w7BCONSai000yGKNWn1SVvMicWS6ee_6yHed? 1-0- 5-9-14 11-0-0 17 24.0.0 29.2.2 5-2-2 666 6.6.0 5-2-2 5 • Scale: a/16'=1' Sx8 = 2x4 II Sx8 = =nnr 4 18 5 19 6 _ 3x6 = 2x4 II 3x6 = 3x8 = 3x4 = 2.4 II 3x6 = 3x4 = 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0,0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell. L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 13 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.38 13-15 >999 180 Rep Stress ]nor YES W B 0.34 Hom(CT) 0.13 8 n/a n/a Code FBC2017/TP12014 Mal Weight: 1751b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puriins. BOT CHORD Rigid ceiling directly applied or &0-10 oc bracing. REACTIONS. (lb/size) 2=1342/0-8-0, 8=1342/0-8-0 Max Horz 2=-80(LC 13) Max Uplift 2=-432(LC 8). 8=-432(LC 9) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2711/1566, 3-4=-2260/1365, 4-5=-2408/1513, 5-6= 2408/1513, 6-7=-2260/1365, 7-8=-2711/1566 BOT CHORD 2-16=-1348/2423, 15-16=-1348/2423, 13-15=-1037/2042, 11-13=-1040/2042, 10-11=-1351/2423,8-10=-1351/2423 WEBS 3-15=-437/346,4-15=-115/367,4-13=-299/568, 5-13=„398/350, 6-13=-299/568, 6-11=-115/367, 7-11=-437/346 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ri TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Interior(l) 15-11-6 to 24-0-0, Exterior(2) 24-0-0 to 29-2-2, Interior(1) 29-2-210 36-0-0 zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2 and 432lb uplift at joint 8. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." b O v 0 Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 WARNING. Verllydes/gn Parameters end READ NOTES ON TN/SAND INCLUDED MITEKREFERANCEPAGEM/F747a rev. 1"MOiSBEFOREUSE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an IndNidual building component, not ��- a truss system. Before use, the bulltling designer must verify the appllcablity, of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to buckling Individual truss members only Additional temporary and permanent bracing. MiTek' prevent of web and/or chord Is always required for stability and to prevent collapse with possible personal lhury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, seeANBVTPII Quint C, D3049 and BC51 Building Component gg04 Parke East Blvd. Safely Informatbrpvalloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria. VA22914. Tampa, FL 33610 Job Truss Tmss Type City Ply T18697496 LELIA MODEL T19 Hip 1 1 Joh Reference o tional Builders rust Source, I'Mat Ulty, I-L- JZbaa, Scale: 3/11- 4x6 = 5.00 12 4 3.4 = 3x6 = 30 = 4x6 = 19 5 6 7 20 8 3x6 = 3xB = 46 = 3x4 = 4x6 = 3x8 = 3x6 = 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 [nor YES Code FBC2017/TPI2014 CSI, TO 0.49 BC 0.94 WB 0.68 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) -0.24 14 >999 240 Vert(CT) -0.47 14-16 >875 180 Hons(CT) 0.15 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 167 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP I TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=134210-8-0, 10=1342/0-8-0 Max Holz 2=-67(LC 17) Max Uplift 2=-455(LC 8), 10=A55(LC 9) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2661/1611,3-4=-2434/1429, 4-5=-2229/1385, 5-7=-2866/1707, 7-8=-2229/1385, 8-9=-2434/1429,9-10=-2661/1611 BOT CHORD 2-16=-1391/2393, 14-16=-1482/2806, 12-14=-1484/2806, 10-12=-1396/2393 WEBS 3-16=-212/289, 4-16=-298/664, 5-161 7-12=-783/480, 8-12=298/664, 9-12=-2121289 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=126mph; TCDL=4.2psf; BCDL=3.Opst h=1511t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Extedor(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Extedor(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4551b uplift at joint 2 and 455lb uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albanl PE No.39380 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 d WARNING- Verily design panareetersand NEAR NOTES ON THIS AND INCLUDED A07EKNEFENANCEPAGEMX74"rev. 10MA2015BEFOREUSE Design valid for use only with M9ekS connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the bulltling designer must verify the appllcablity, of tleslgn parameters and property Incorporate this tleslgn Into the overall building tleslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regooing me fobricatlon, storage, delivery, erection antl bracing of trusses and truss systems. seeANS IP11 Quality Cdhdo. DSI and BCSI Building Component 22314. 6904 Perko East Blvd. Tampa, FL 33610 rarely informatbnovolable from buss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA Jab Truss Truss Type oty Ply T18697497 LELIA_MODEL T20 HIP GIRDER 1 2 Libical' .. nce (Optional) annual than .ounce, rlam uny, r1.-JLJoo, 0- ]-0-0 Si = 5.00 r12 d 6.L4a SJlll 14 LVItl i I UK I mUr,oltli, IIIV. Ytl I VVV 1 a IV..1.GJ CV IO 2.4 II 3x6 = 3x4 = - 2e 27 14 28 -- 29 so 31 32 3J 11 J4 33 3x6 = 2.4 11 4.6 = 5.8 = 3x6 = US = 2x4 11 34 = 7-0-0 14-0-9 20-11-7 2&0.0 35.0.0 zn.n zn.o 22.—, zn-p zn:n Scaler 3/16'=1' Plate Offsets (X Y)-- 13:0-5-12 0-2-81 17:0-5-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. .DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.38 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.6612-13 >628 180 BCLL 0.0 Rep Stress lncr NO WE 0.60 Horz(CT) 0.15, 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 314 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 3-5,5-7: 21 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 11-14:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=259210-8-0, 8=2621/0-8-0 Max Horz 2=-53(LC 9) Max Uplift 2— 1032(LC 4), 8= 1070(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 5757/2287, 3-4=-8028/3337, 4-6=-8028/3337, 6-7=-8046/3363, 7-8=5829/2378 GOT CHORD 2-15=-2016/5198, 13-15— 2018/5225, 12-13_ 3259/8046, 10-12=-2111/5291, 8-10=-2108/5264 WEBS 3-15=-53/693, 3-13=-1316/3129, 4-13=-820/597, 6-12=-822/586, 7-12=-1255/3064, 7-10= 53/694 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Be. Webs connected as follows: 2x4 - 1 now at 0-9-0 oc. 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; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.OpsY h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water paneling. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10321b uplift at joint 2 and 10701le uplift at joint 8. Thomas A. Alban) PE ND.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING -Verity deslgnparame(eroand BEAD NOTES ON THIS ANDINCLUDEDMBEKBEFEBANCEPAGEMIF7473 rev. 1a/Oa201SBEFOBE USE. • I Design valid for use only with M7900 connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the bulltling designer must very the oppllcablllN of design parameters and properly Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for ideality and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems. samANSVB'lt GualMy CMnb, DSB49 and BCSI BuldlnB Component 6904 Parke East Blvd. Sal Informallorxrvallabie from Truss Plate Institute. 218 M Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18697497 LELIP MODEL T20 HIP GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, o.enu s um in zu ie rvn r ek industries, mu. Tue Nov 19 10.37.23 min rage 2 ID:JbsSUYEphcZuYTshmE3BRyhOBX-z04cypz7OtfgYLeMBzYRIODbgTB114wFcOMveKyHeow •NOTES- (10) 9) H�mgsr(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 125 lb up at 7-0-0, 105 Ib down and 125 Ito up at 9-0-12, 105 to down and 125 lb up at 11-0-12, 105 lb down and 125 Ito up at 13-0-12, 1051b down and 125 lb up at 15-0-12, 105 Ito down and 125 No up at 17-0-12, 105 He down and 125 to up at 17-11-4, 105 Ito down and 125 Ito up at 19-11-4, 105 lb down and 125 Ib up at 21-11-4, 105 lb down and 125 lb up at 23-11-4, and 105 Ito down and • 125 Ib up at 25-11-4, and 200 Ito down and 234 lb up at 28-0-0 on top chord, and 320 Ito down and 130 Ito up at 7-0-0, 81 Ito down at 9-0-12. 81 Ito down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 Ib down at 17-0-12, 81 lb down at 17-11-4, 81 lb down at 19-11-4, 81 It, down at 21-11-4, 81 Ito down at 23-11-4, and 81 lb down at 25-11-4, and 320 Ito down and 130 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (II Vert: 3=-105(B) 7=-153(B) 15=-320(B) 10= 320(B) 16=-105(B)17— 105(B)18=-105(B) 19120=-105(B)21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(9)26=-58(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31 =-58(B) 32=-58(B)33— 58(B) 34=-58(B) 35=58(B) ,&WARNING-Vedfydeslgnparemetarsand READNOIES ON TN/SAND INCLUDED MREKREFERANCEPAGEMII-74Terev. fGMa¢015BEFORE USE. Design valid for use only with Mill connectors. fits design Is based only upon parameters shown, antl Is for an Individual building component, not o truss system. Before use, the building designer must verify the applicability of design parameters and papery Incorporate this design Into the overall building tleslgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllN and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labricallon storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quality CMada, DSB-69 and SCSI Sulding Component Safety hrformationovolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 229314, 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T18697498 LELIA_MODEL T21 GABLE 1 1 Job Reference toptional aunoers rmh source, rram u,ny, 11- uc000, 4-11-14 ,lb 5.OD 12 Sx82 / 4 f °f 16 26 15 27 3x4 = 3x4 = ST1.5xB STP= 28 ID:JbsSUYEphcZuYTshmE3BRyhOBX--voE 13-B-2 T 442 4x6 = TOP CHORD MUST ROOF DIAPHRAG 5 PURUNS AS SRECII 8 BRACED BY END JACKS, I PROPERLY CONNECTED 14 29 30 31 13 32 5x8 = 3x4 = Scale =1:34.4 SIS 9 25 10 11�dIN fl 12 ST1.5x8 STP = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.04 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42. Vert(CT) -0.0814-15 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 129111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc puffins. BOT CHORD 2x4 SP No.2 Except: WEBS 2x4 SP No.3 1 Row at midpt 2-9 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. REACTIONS. (lb/size) 1=660/0-8-0, 10=712/0-8-0 Max Hom 1=-76(LC 13) Max Uplift 1=-219(LC 8), 10— 225(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1282/409, 2-3= 1151/437, 3-5=-803/229, 5-8>803/239, 8-9=-1152/425, 9-10=-1187/344, 2-4=-298/11, 7-9=-265/0 BOT CHORD 1-16=-394/1115, 15-16= 397/1111, 14-15=-343/1197, 13-14= 253/1146, 12-13=-258/1026, 10-12=-254/1028 WEBS 5-6=-54/402, 6-8=-378/280, 3-6=-386/281, 6-14=0/315, 4-14=-292/0, 7-14=-259/16 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Ops1 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 219 lb uplift at joint 1 and 225 Ib uplift at joint 10. 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 29 lb up at 2-4-4, and 27 It, down and 29 Ib up at 16-3-12, and 120 lb down and 121 lb up at 16-8-0 on top chord, and 28 Ib down at 2-0-0, 13 lb down at 4-0-12, 13 lb down at 6-0-12, 13lb down at 8-0-12, 13111 down at 10-0-12, 13 It, down at 10-7-4, 13 Ib down at 12-7-4, and 13 lb down at 14-7-4, and 28 to down at 16-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. • 12)-In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 hliTek USA, Inc. FL Cad $834 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 WARNING -Vedry design paremeters.mIREAD NOTES ON TNISAND INCLUDED MIIEKREFERANCEPAGEMO-7470 rev. 1&=015 BEFORE USE. Design void for use only with MnekO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this tleslgn into the overall buckling lndNltlual truss Additional temporary and permanent bracing MOW buiitling design. Bracing Indicated is to prevent of web and/or chord members only, Is always required for stablllty antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. -fabrication, storage, delivery, erection and brccing of trusses and truss systems, seeANSVIPII Quality Criteria, DS649 and BCSI Building Component Tampa, FL 33610 Safety Informafbmvalloble from Truss Plate Institute, 218 N, Lee $treat, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply T18697496 LELIA_MODEL T21 GABLE 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566, LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ • Vert: 1-2=54, 2-5=-54, 5-9=-54, 9-11=-54, 1-10— 20 Concentrated Loads (Ib) Vert: 25=31(F) aa4u a Jur 14 Zum mu ek monsmes, no. r us it iv i uar ]ca cu ro Faye c ID:JbsSUYEphcZuYTshmE3BRyhOBX.voBMNV70XUvNnfkkIOav7rl2W GyeV49Y3irOjCyHecu O WARNING- Verilydea/gnpermirecraend READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEM67473.v. iWA'YYdiSBEFORE USE. Design valid for use only with We& connectors. This design Is based only upon parameters shown; and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the appllccblllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• Is always required for stoblllty and to prevent collapse with possibie personal Injury and property damage.. For general guidance regarding the -fobdcctiom storage, delivery, erection antl bracing of trusses and truss systems, seeMSUIPII Quality Qri OSB419 and SCSI Building Component 6904 Parke Emil Blvd. Safety lnfonno6onovallobie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type 'aty Ply T78697499 LELIA_MODEL T22 - Common 1 1 Job Reference (optional) Builders First Source, Plain City, FL-32566, u.nu s Jul 4 eulu Mi ex industries, inc. rue Nov r9 ivacco curer ID:JbsSUYEphaZuYTshmE3BRyhOBX-N41kbr00I01 EPpJws668f3rAZgBCEW1dlMaaF 4x6 3x — Sx8 = Scale = 1:31.5 3x6 — LOADING (psl) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017[TP12014 CS'. TO 0.40 BC 0.85 WB 0.19 Matrix-SH DEFL. in Vert(LL) -0.14 VerUCT) -0.31 Horz(CT) 0.03 (loc)/deft L/d 1-7 >999 240 1-7 >712 180 5 rda rda PLATES GRIP MT20 244/190 Weight: 79lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-7-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=673/Mechanical, 5=751/0-8-0 Max Horz 1=-76(LC 13) Max Uplift 1=-222(LC 12), 5=-256(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1299/759, 2-3=-959/551, 3-4= 958/533, 4-5=-12527719 ' BOT CHORD 1-7=-610/1169, 5-7=584/1113 WEBS 3-7=-207/510,4-7=-325/298, 2-7=-380/335 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) &0-12 to 9A-0, Exterior(2) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pi bottom chord live load nonconcument with any other live loads. 4) - This truss has been designed for a live load of 20.0li on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 Ib uplift at joint 1 and 2561b uplift at joint 5. 7) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ]g Thomas A Albani PE No.38380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 O WARNING- Vedlydeslgn parameters and READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMX7473mv IN OI5BEFORE USE. Design valid for use only with Mnelr® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall design. Bracing Indicated is to buckling Individual truss members only. Additional temporary and permanent bracing MiTek' building prevent of web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the • fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSUIPI I Cuallly Criteria, DS2-B9 and BCSI Building Component 6904 Parke East Blvd. Safely Infoonationavaroble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 223314, Tampa, FL 33610 Job Truss Truss Type 0ty Ply T18697500 LELIA MODEL T23 Jack -Open Girder 1 7 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, a:G4USJUI 142Ula fir Inousmes, Inc. I us IVVv Iu V:u/:u 209 Frye, ID:JbsSUYEphcZuYTshmE3BRyhOBX.rBJ7oB1 e36951 zu70pdNCGO074aYzOtrXOK7n5yHecs 3x4 = 2x4 11 STl.5xB STP= Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.02 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 VerhCT) -0.04 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 181le FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=46310-8-0, 3=451/Mechanical Max Holz 1=67(LC 8) Max Uplift 1=-152(LC 8), 3=-178(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. ll; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ito uplift at joint 1 and 178 Ib uplift at joint 3. 6) Her or other connection device(s) shall be provided sufficient to support concentrated loads) 653 lb down and 242 lb up at 2-0-12 on bottom chord. The designtselection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back(B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=7.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (Ib) Vert: 4=-653(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. November 19,2019 ,&WARNING- Verify design parametemand READ NOTES ON MIS AND INCLUDED MmENREFERANCE PAGE Mit7473rev. 1DiNses 3BEFORE USE. Design valid for use only wIM MRe& connectors. This design Is based only upon parameters shown, and Is for on individual building component, not �� o hum system. Before use, Me building designer must verify Me applicability of design parameters and properly Incorporate his tleslgn Into Me overall building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me ' fabrication, storage, delivery, erection antl bracing of trusses antl hum systems, seeANSVWII OueIIN CmRM, D3B4f9 and BC31 Balding Component East B 6904 Parke East Blvd. Parke Sal Informationavolioble from Truss Plane Institute, 218 N. Lee Shoot, Suite 312, Alexandria. VA 22314. Tam a, P33610 Job Truss Truss Type 'Oty Ply T18697501 LEUA_MOOEL T24 GABLE 1 1 Job Reference (optional) Builders First Source, ` 1-0-[� Plant City, FL-32566, 4-0-11 7-10-14 9.9-2 154-0 824U S Jul 142u19 Mi I eK Industries, Inc. Iue Nov TU 1usrze era s Page ID:JbsSUYEphcZuYTshmE3BRyhOBX-naRtDt2ubjPpGG1VXEfrHhTb4uF3Rku8_KpEsryHecq 20.8.7 22-5-2 26-3.5 304-0 '1-0-0 r 4.0-11 3-10-3 1-10-3 5-4-14 5-6-7 1.940 3-10-3 4.0-11 Scale=1:56.0 TOP CHORD MUST BE BRACED BY END JACKS, - 5.00 12 _ 4x6 ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. ST1.5xe STP= L2 [x xa 1V 1O STl.Sx8 STP= 3x6 = 3x4 = Side = 3x4 = 3x6 = NEI4-0-11 7-10.14 9-9-2 15.2.0 20-B-7 22-5-2 26-3-5 30-4-0 3-00-3 1-10.3 5.444 5-6-7 1-8-00 3-00-3 4.041 _ Plate Offsets (X Y)-- [3:0-3-0 0-2-0] [10:0-6-0 0-2-81 f l5:0-3-4 0-2-01 [20:0-4-0 0-3-01 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(-L) -0.21 20-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.39 20-21 >908 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 HOrz(CT) 0.10 16 rda Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 226 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD GOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BOT CHORD JOINTS REACTIONS. (Ib/size) 2=1533/0-8-0, 16=135510-8-0 Max Hom 2=107(LC 8) Max Uplift 2=-520(LC 8), 16— 466(LC 9) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250111 or less except when shown. TOP CHORD 2-3= 3135/997, 3-4=-2478/887, 4-9=-1731/555, 9-13_ 1731/554, 13-15=-2316/826, 15-16= 2751/893, 3-5=-940/273, 5-6=-938/272, 10-12=423/206, 12-14=-474/80, 14-15=475/80 BOT CHORD 2-22=-950/2800, 21-22=-956/2792, 20-21=-1023/3204, 19-20= 685/2501, 18-19=-750/2443,16-18=-749/2452 WEBS 9-10=-224/897, 10-13_ 622/403, 4-10=-775/462, 3-22=0/280, 6-21= 77/387, 10-20=-74/693, 3-21=-155/436, 6-20=-965/251, 12-20= 327/127 Structural wood sheathing directly applied or 3-0-7 oc puffins. Except: 1 Row at midpt 5-10 Rigid ceiling directly applied or 7-5-5 oc bracing. 1 Brace at JI(s): 10, 14, 5 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 Co. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9),' 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 tit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 520 He uplift at joint 2 and 466 lb uplift at joint 16. 11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided Butticient to support concentrated load(s) 70111 down and 76 lb up at 44-4 on top chord, and 79 It, down at 4-0-0, 32 It, down at 6-0-12, 32 lb down at 8-0-12, and 32 Ib down at 10-0-12, and 431 Ib down and 198 Ib up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or. back (B). 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING -Verily design paremetere and READ NOTES ON MIS AND INCLUDED MREKREFERANCE PAGE M/N473rev. 10102015 BEFORE USE. Design valltl for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate }his design Into the overall building design. Bfacing Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of Is always requlred for sloblllty and to prevent collapse with possible personal injury and property damage. For general guidance regording the '- fobricaflon, storage, delivery, erectlan and bracing of fusses and truss systems, seeANSUIP11 CualMlyy Criteria, DS84W and SCSI Building component t Blvd. Perko East Ees East0 Safety Informationavollable from Truss Plate Institute, 218 N. We Street, Suite 312, Alexandria. VA 22314, Tramps, FL P Job Truss Truss Type 'Oty Ply T78697501 LELIA_MODEL T24 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 0.4au s um it zu rC mn es 11 uusnies, Inc. I ue h1ov 1 o,u.o".c.—a,s ID:JbsSUVEphcZuYTsh=E3BRyhOBX-naRtDl2ubIPPGG1VXEfrHhTb4uF3Rku8_KpEszyHecq LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ' Vert: 1-3=-54, 3-9=-54, 915=-54, 15-17=-54,2-16=-20 Concentrated Loads (Ib) Vert: 3= 30(F) 22=-40(F) 39=16(F) 40=-16(F) 41=-16(F) 42=431(F) QWARNING-Verify deslgnpaeamerers and READ NOTES ON MIS AND INCLUDED MREKNEFENANCE PAGE Mp7473rca. 1GM12015BEFONE USE. Design valid for use only with Mini connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSVi91l Guallh CMdo, eDSBA9 and SCSI Building Component 690 690 4 Palle East Blvd.fabrication, Safely Informalbnovoiloble from Truss Plate Institute, 218 M Lee Stuart, Suite 312, Alexandria, VA 223914. e Tampa, FL 33610 Job Truss Truss Type Oty PIY T18697502 LELIA_MODEL T25 Common 3 1 Job Reference o tonal ummem rust source, riam wy, 11- sc000, 6 s Scale = 1:54.0 s.OD 12 4.6 = 5 ST1.5x8 STP= 12 11 lu ST1.5xS STP= 3x6 = 2x4 11 5x8 = 2x4 11 3x6 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 VeR(LL) -0.13 11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 2-12 >999 160 BCLL 0.0 ' Rep Stress Mar YES WE 0.91 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matfix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (II 2=1170/0-8-0, 8=1170/0-8-0 Max Horz 2=107(LC 16) Max Uplift 2=-394(LC 12), 8=-394(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2221/1096, 3-5= 1498/841, 5-7=1498/841, 7-8=-2221/1096 BOT CHORD 2-12=-886/1967, 11-12=-886/1967, 10-11=-902/1967, 8-10=-902/1967 WEBS 5-11=-3231743, 7-11=-752/462,7-10=0/320, 3-11=-752/462, 3-12=0/320 PLATES MT20 GRIP 244/190 Weight: 138 It, FT = 20% Structural wood sheathing directly applied or 2-11-10 oc puffins. Rigid ceiling directly applied or 5-11-13 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-6, Interior(1) 2-0-6 to 15-2-0, Extefior(2) 15-2-0 to 18-2-6, Interior(1) 18-2-6 to 31-4-0 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) This truss has been designed for a 10.0lost bottom chord live load nonconcurrent 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 It, uplift at joint 2 and 394 He uplift at joint 8. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Ib Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING- VerUydeslen rammisfam andREAD NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEM&7473rev. lNOVWISBEFORE USE. Deslrin valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a hum system. Before use, the bulltling designer must verify the oppllcabllity of design parameters and properly Incorporate this design Into the overall bulltling tleslgn. Bracing Indicated is to buckling IndNldual truss web and/or chord members only. AddBlonal temporary antl permanent bracing MiTek' prevent of s 6always requlredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delNery, erectlon and bracing of trusses and hum systems. seeANSVIPt1 Quality CMpdp, D9Bd9 and BC51 Bu1dMp Component 6904 Parke East Blvd. Solory mromratbrrovollable from Truss Plate Insiltute, 218 N. Lee Sheet Suite 3ffi Alexontldo, VA 22374. Tampa, FL 33610 Job Truss Truss Type Ply T78697503 LELIA_MODEL T26 Common Joity 3 1 Job Reference (optional) Builders First source, Pram ury, FL- 32btib, D% 7-10.14 15.2.0 r 7-10.14 7-3-2 • 5.00 12 US = 4 ti a.eau s uai In [u,a muax mawmes, nm. rue rvuv rc iu.5.5r cvre Scale=1:53.8 ST1.5x8 STP = 11 10 a ST1.SxS STP = 3x6 = 2.4 II ass = 2.4 II 3x6 = 7-10.14i 5-2-0 k 22-5-2 304.0 7. 1 7. 7. .2 7A0-14 1v Plate Offsets (X Y)-- 11:0-3-0 Edge] [7:0-3-0 Edgel [10:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.14 1-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.28 1-11 >999 ISO BCLL 0.0 ' Rep Stress Incr YES We 0.93 Horz(CT) 0.10 7 Ida Ill BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 137 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1096/0-8-0, 7=1171/0-8-0 Max Horz 1=-114(113) Max Uplift 1=-359(LC 12), 7=-395(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 1-2=--2235/1141, 2-4_ 15021856, 4-6=-1501/843, 6-7=-2225/1111 BOT CHORD 1-11=-922/1982, 10-11=-922/1982, 9-10=-916/1971, 7-9=-916/1971 WEBS 4-10=-3387747, 6-10=-752/464, 6-9=0/320,2-10=-764/471,2-11=0/321 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purilns. BOT CHORD Rigid ceiling directly applied or5-8-12 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsh Irl Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-4-0 to 3A-6, Interior(1) SA-6 to 15-2-0, Extedor(2) 15-2-0 to 18-2-6, Interior(1) 18-2-6 to 31-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and fames & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3591b uplift at joint 1 and 395 lb uplift at joint 7. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39380 MTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 OWARN/NG- Vedlyrdesfgnparemeters.rd READNOTES ON THIS AND MCLUDEDMREKBEFEBANCEPAGEMIP7473rev. feNalQvISBEFOBE USE. Design vend for use only with M6eM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a run system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary antl permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage. c a lvery, erection and bracing of trusses and trusssystems. WOANSVIPI I Cua[M8yy Cdfedo, DSI459 and SCSI Building Component Safety Inf000ationamlloble from Truss Plate Institute, 218 N. We Street Suite 312. Mesantlrb. VA22314. Welk' 69N Palle East Blvd. Tampa, FL 33610 Jab Truss Truss Type -7 Oty Ply T78697504 LELIA MODEL Vol Valley 1 1 Job Reference (optional) dancers rlrst source, riant any, rL - ssoo, ID:JbsSUYEphcZuYTshME3BRyhOB.C86Om4nuenO7km4CMCYvK5BP5NkeHSagl1uTlyHem 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (Joe) Udell Lid TCLL 20.0 Plate Gdp COL 1.25 TC 0.50 Vert(LL) Na - Na 999 TCDL 7.0 LumberDOL 1.25 BC 0.26 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Inor YES WIG 0.00 Hom(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=134/4-5-9, 3=134/4-5-9 Max Horz 1=78(LC 9) Max Uplift 1=46(LC 12), 3— 59(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. 2 3 Scale = 1:12.2 PLATES GRIP MT20 2441190 Weight: 151Is FT=20% Structural wood sheathing directly applied or 4-6-3 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft: Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3.9-1 to 4-4-7 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 461b uplift at joint i and 591b uplift at joint 3. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albanl PE No.39380 MTek USA, Ina FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 -Q WARNING- YedN design paremereraend READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGE MIF74YJ rev. rWasxaoy5BEF0RE USE. Design valid for use only with MOea connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabllry, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lncMdual truss web and/or chord members only, Additional temporary and permanent bracing Wek' Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the 6904 Parke East Bind. fabrication, storage, dervery, erection and brocing of busses and truss systems, seeAN39rpll QualM Clitoris. DSB49 and BCSI Building Component Tampa, FL 33610 SaNty Informalbnovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22 14. Job Truss Truss Type Cry PIY T18697505 LELIA_MODEL V02 Valley 1 1 Job Reference o tional Builders First Source, ream Lary, FL - azaao. _.z4v . „u„ ID:JbsSUYEphcZuYTshmE3BRyhOB%-CB60m4nuenO7km4CMCYvK5Hv5R6eHSagll uTlyHecn e 6 b 2.4 i 2x4 11 3 scale: 1.5'-V LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) Na - 1 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) Na - file 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Maldx-P Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=6012-5-9, 3=6012-5-9 Max Horz 1=35(LC 9) Max Uplift 1=-20(LC 12), 3=-26(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-6-3 oc Puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpi=0.18; MINERS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 261b uplift at joiri 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39380 MTek USA, Inc. FL Cod 6634 $904 Parke East Ehol. Tampa FL 33610 Date: November 19,2019 O WARNING-Verifydeef9n paremefersend READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGE M0.T4Ta rev. faNSPOISSEFOREUSE. Design valid for use only with Mae& connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the belong designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing Mffek' prevent Is always required for stobllty onto prevent collapse with possOle personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, $9dANSV1Pll Cualih CMerrO. DSI and BCSI Building Component 69M Parka East Blvd. Safrefy Infoenbrn atvailable from Truss Plate Institute. 218 N� Lee Street Suite 312, Alexandria, VA 22 14. Tampa, FL 33810 Symbols PLATE LOCATION AND ORIENTATION 3/14- 4 Center plate on joint unless x y offsets are indicated. Dimensions are In ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1/1g, 41 LLr' For 4 x 2 orientation, locate plates 0-'10 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTeK20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing If indicated, 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 ANSWPll : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Pracfice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown Inftsixteenths t scale) IIII (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-135Z 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 mm W1 a MiTeka Mfrek Engineering Reference Sheet: Mll-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 or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear Tightly against each other. 6. Place plates on each face of truss at each joint and embed fully, Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/1PI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise, 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.