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01 1 K ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J31171A = MiTek USA Inc Site Information: 6904 Parke East Blvd. T a, FIF?3610-41.15 Customer Info_: Mel Ry Construction Project Name: Litynski Residence Model: 1st ��'gor oors Lot/Block: Subdivision: Address: 1308 Nettles Blvd. City: Port St. Lucie . State: Florida 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: N/A Wind Speed: N/A mph - Roof Load: N/A psf Floor Load: 55.0 psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61015-31.003, section 5.of the Florida Board of Professional Engineers Rules. INo. JSeaI# JTruss Name I Date 1 IT8304865 FG01-A 3/25/016 12 IT8304866 ] FL01=A 13/25/016 1 13 .:JT8304867. I FL02-A .: 13/25/016 1 14 IT8304868 I FL03=A 13/25/016 15 IT8304869 I FL04-A �:3/25/016 1 16 IT8304870 ;1 FL05-A J 3/25/016 1 17. JTB304871 IFL06-A I3/25/016 1 18 - IT8304872 : I FL07-A 13/25/016 9 T8304873 I FL08-A :3/25/016 10 IT8304874 I FL09-A :13/25/016 1 �11 . JT8304875.:.1FL10-A ..: 13/25/016 1 �12. �JT8304876.: 1FL11=A ;.: 13/25/.016 � 113 IT8304877 IFL12-A 13/25/016 114 I T8304878 I FL.13 A .3/25/016 1 115 IT8304879 .1 FL14-A 13/25/016 1 116 1T8304880- J FL15-A ;: 13/25/016 1 117 JT8304881:.IFL16-A .. 13/26/0161 :..."" N# The truss drawing(s)� ferenced above have been prepared by MiTek Industries, Inc. u i e'r' direct supervision based on the parameters provided by East CoastTruss Truss Design Engineer's Name: ORegan, Philip My licenser ewal date for the -state of Florida is February 28, 2017. IMPORTANT NOTE�TrussrEngineer's responsibility is solely for design of individual trusseswbased upon design parameters shown on referenced,truss draw�mgs. Parameters have not been veri ed as appropriate for, anyuse. Any location identification specifie ; for file reference only 'and has not been used in preparing desi n. Suitability of truss:.designs for any particular building is the responsibility -of` lie b`u,ildi,ng designer, not the Truss Engineer, kxr�+ rwxsrn . per.ANSI/TPI-1, Chapter2. Q1`•.��GENg� 5 6 ti .r STATE OF 4J �i S' • • •' �S,O N A� E�♦♦. C4A Philip J. O'Regan PE No.58126. NIITek USA, Inc. FL Oert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: March 25,2016 ORegan, Philip 1 of 1 d'' ' Job J31171A Truss FG01-A Truss Type Floor Girder Qty 3 Ply 2 T8304865 Job Reference (optional) cast Uoasi 1 russ, rt. rlerce. VL agava a.uuu s Jan a ZL ilb i,I etc lnaustrles, inc. i•n mar 251z:2q:.iti zuiti rage 1 ID:QF7LfM7rUgVkgmw3Dd3pjlzY4t1-Z3V ZO7w2_KZghNGb0pUwlPOvFELDOek3EfiiKrCzXOZE i 2-8-12 r 3-5-0 i t 2-7-10 , i 2-7-10 i 3-5-0 pia 4 -Scale=1:33.2 1x4 II 1 48 = 2 3x8 = 1x4 II 3x4 = 3x8 = 3 4 5 6 1x4 II 4x8 = 7 8 16 15 14 13 12 11 10 9 4x6 = 6x8 = 1x4 II 4x4 = 3x8 = 1x4 II 6x8 = 46 = 3-5-12 7-2-4 10-1-6 1310 16-9-0 20-2-12 3-5-12 3-8-8 2-11-2 2-11-2 3-8-8 3.5-12 Plate Offsets (X.Y)— 110:0-1-8.0-4-41 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.21 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.32 11-12 >728 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Cade FBC2014/rPI2007 (Matrix-S) Weight: 246 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x8 SP No.2, 8-10: 2x4 SP No.2 REACTIONS. (lb/size) 16=1473/Mechanical, 9=2377/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-137010, 8-9=-2222/0, 1-2=2599/0, 2-3=-2599/0, 3-4=-6560/0, 4-6=-6560/0, 6-7=4306/0, 7-8=-4306/0 BOT CHORD 14-15=0/5117, 12-14=0/5117, 11-12=0/7684, 10-11=017684 WEBS 7-10=-696/0, 1-15=0/2743, 8-10=0/4576, 6-10=-3689/0, 3-15=-2750M, 3-12=011650, 6-12=-1286/0 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row'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,dis-tribute only loads noted as (F) or (B), unless otherwise indicated. 3) As requested, plates have-n6i 6i en designed to`provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus. or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''Y" gypsum sheetrock be applied directly to the bottom chord. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-16=-7, 1-8=-67 Concentrated Loads (lb) Vert: 6=-1920 7=-490 No 5812 Z6 �_'W' n Philip J. O'Regan PE No-.58126 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING • Vewlry desfgir paiam'efers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/1015 BEFORE USE. �- Design valid for use onlywilli'M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use;,tFie 6lipding designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing ihdicafg_d Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabTfj/dnd to collapse with injury damage. For the MiTek' prevent possible personal and property general guidance regarding fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 a Job Truss Truss Type City Ply T8304866 [Job J31171A FL01-A Floor 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Mar 2512:28:15 2016 Page 1 3x6 II ID:QF7L1M?Itg&gmw3Dd3pjlzY4t1-Z3V ZO7w2_KZghNGb0pUw1P5KRaQ0ox3Ef6VTCZXOZE 1 �Oi� 3 4 ' 0-6-8 Scale = 1:6.9 0.3-8 811 0.3-8 6 0-3-00.9-12 1-4-4 3x3 II, 5 11012 0.6-8 LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft. L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL. 1.00 BC 0.01 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 13 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-10-12 cc puffins, BOT CHORD 2x4 SP No.2(flat) . except end: verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=66/0-3-0, 4=66/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 1 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. a `,1�11111111��� J. OrR� No 5812 Ai Philip J. !)'Regan PE No'.58126 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. �- Design valid for use only with MtfeM 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 truss web and/or chord members only. Additional temporary and permanent bracing 'M� IT ek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 i Job Truss Truss Type Qty Ply T8304867 J31171A FL02-A Floor 1 1 Job Reference (optional) 4 Cast L oasi I NSs, m. viefce, FL J499a 5x5 = 0-6-8 1 i o.uuu s Jan a zu io rvu r eK rnuustnes, inc. rn rvrar za .i �:�a:I o zuio rage ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl -1 &hm-RBYpHSQSrxS8kKjSFyG1 rwmIF8DTJs2OezXOZD 2 Lr 0-3-8 Scale = 1:6.9 i 0-S6-8 3x3 II 1-1-11 4x4 2-7-11 3x3 II 2-11-3 O. 5 0-7-3 4 1-6-0 3 0-3-8 Plate Offsets (X.Y)— 11:0-2-O.Edge]. [2:0-2-O.Edge) LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) 0.00 4 ••" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight: 21 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=68/0-3-0, 1=68/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)'Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ���•`�.�P J. 0,0. �` �' F• �• No 5812 Philip J. O'Regan PE No.58126 MFrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 83610 Date: March 25,2016 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTekO 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 property 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 MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPll Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304868 J31171A FL03-A Floor 1 1 Job Reference (optional) bast Goast I russ, Ft. Pierce, fL 34946 ti.uuu s Jan b 2u16 mi I eK Industries, Inc. rn mar 2b 12:28:16 2u16 Page 1 ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-1 G2Nmk8YpHSQSrxSBklgSFyGzrwKIFNDTJs2OezXOZD 0-3.8 5x5 = 3x6 II 2x3 II 5x5 = I i i 0-10-7 0-6_ 0 j 1-3-0 100-6S� cale = 1.8.4 1 2 3 4 1x4 II 5 6 3x3 II 3x3 = 3x3 = 3x3 II 10 9 8 7 0-3-8 3-7-15 4-2-7 0-3-8 3-4-7 0-6-8 Plate Offsets (X.Y)— 11:0-2-O.Edgel. 16:0-2-O.Edgel LOADING (psf) SPACING- 1-4-0 'CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 8 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.05 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014IrP12007 (Matrix) Weight: 29 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=114/0-6-0, 1=114/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 4 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ��IIIIIIIIIII �. No 58126 �Ot t�tcl •40 •, O P •N_��. `C� SIIIII A' ;`���, Philip J. O'Regan PE No.58126 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING - Ved1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 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 verify the applicability of design parameters and properly incorporate this design Into the overall ml building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304869 J31171A FL04-A Floor 1 1 Job Reference (optional) Cast Goast I russ, m. merce, FL S4`J4b 0-6-8 r1-3-0 I 5x5 = 2x3 II 1 2 3 1x4 II 3x3 II 10 9 3x3 = b.Uuu s Jan b ZUIb MI I eK inaustrles, Inc. Fri Mar Zb 1 Z:Zt$:17 Zulu Page 1 I D: Q F7 LfM7rUgVkgmw3Dd3pj IzY4tl-VSclz48BabaH37 Wei Rr yt S U RI FGBU hFMizbcY4zXOZC 1 Scale =1:1o.a 1x4 II 2x3 I 5x5 = 4 5 6 8 3x3 = 3x3 I I 7 0.6-8 4-11.6 5-2-14 0-6-8 4-4-14 0.3-8 Plate Offsets (X.Y)—. 11:0-2-O.Edgel, [6:0-2-O.Edgel LOADING (psil) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.00 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 33 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=152/0-3-0, 1=152/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ` \Q 3. i 0,�F No b8126 .00 : ,� 11111110 Philip J. O'Regan PE Nd.58126 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MBekO 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type city Ply T8304870 J31171A FL05-A Floor 1 1 Job Reference (optional) east coast 1 russ, rt. r-IerCe, M 14'dgU D-3-8 1-3-0 1-2-2 5x5 = 2x3 II 1 2 3 1x4 II ,o.uuu s don a cuio rvu' en awumiins, a". rn'v , ca r< .,r cu io V. , I D: Q F7 LfM7rUgVkgmw3Dd3pjlzY4tl-VSclz48BabaH3?WeiRry7SU Ni FD KUgN MizbcY4zXOZC 4 3x3 = 5 2x3 11 5x5 = 6 1x4 II 3x3 = 34 II 11 10 9 8 7 3x3 11 3x3 = 0 3 8 4-5-10 5-11-10 6 6 2 0-6-8 rye = 1:12.8 LOADING (psf) SPACING- 1-4-0 cSl. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.01 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.02 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 39 lb FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 6=199/0-6-0, 1=199/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 1-10=01278 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. IIIIIIIII►II ....... 9�%, �i. 10 No 5812 10 O'. �/nnul� Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with Mirek'D 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Gua[ Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply T8304871 J31171A FL06-A Floor 1 1 Job Reference (optional) —a, a,vwi 11 u , n. new., r, oy.vo 0-6-8 1-3-0 5x5 = 2x3 II 1 2 a.uuu B Jan a zula MI I eK maustrles, Inc. t-n Mar Zb 1 Z:zd:16 Zu16 Page 1 ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-zeA7BP9pLvi8h95rG9MBXg1YreZFD8xWwdL94WzXOZB °�—II Scale = 1:14.7 3x3 = 2x3 II 5x5 = 3 4 3x3 5 6 12 11 10 91x4 II 83x3 = 73x3 II 3x3 II 3x3 = 1x4 II 0-6-8 2-0.8 5.9-0 7-3.0 7-6-8 0-6-8 1-6-0 3-8-8 1-6-0 0.3-8 Plate Offsets (X.Y)— 11:0-2-0.Edae1 I6:0-2-0 Edael LOADING (PSI) SPACING- 1-4-0 CSI. DEFL. in (loc) Well L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.01 10 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.01 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 45 lb FT = O%F, 0%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=237/0-3-0, 1=237/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-333/0 BOT CHORD 10-11=0/333, 9-10=0/333, 8-9=0/333 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. t 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top. chord bearing and first diagonal or vertical web shall not exceed 0.500in. i ,``01111111/►/"I', No 5812 iij iO <(/� •'�ss�llll Ai ��,,�� Philip J. O'Regan PE N6.58126 .Mrrek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with M7ek0 connectors. This design k based only upon parameters shown, and Is far an individual building component, note 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI[TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304872 J31171A FL07-A Floor 1 1 Job Reference (optional) east L oast i russ, n. rierce, rL agavo 1� 0-3-8 1. —1 I 1-0 5x5 = 2x3 II 1 2 a.UW 5 don a Lola rVll r UK 1r1aU5Lne5, rnu. rrl rvlar Lo rL.zo. Io 4u la raga 1 I D: Q F7 LfM7rUgVkq mw3Dd3pjlzY4tl -zeA7 BP9pLvi8h95rG9M BXg 1 Y4eZyD7 M WwdL94WzXOZB 0.1111-12 �0.6-8� ' Seale=1:17.0 3x3 = 1x4 II 3x3 = 3 4 5 6 2x3 11 5x5 = 7 13 12 11 10 9 8 3x3 II 34 = 1x4 II 3x3 = 34 = 3x3 11 3-8 1-9-8 6-9-4 8-3-4 8-9-12 3.8 116, 4-11-12 1-6-0 Plate Offsets (X Y)— 11:0-2-O.Edgeel 17:0-2-0 Edgej LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (too) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.02 9-10 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(TL) -0.03 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0%F, O%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=283/0-6-0, 1=283/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=444/0, 4-5=-444/0 BOT CHORD 11-12=0/444, 10-11=0/444, 9-10=0/432 WEBS 7-9=0/315, 1-12=0/311, 5-9=-265/0, 3-12=-279/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. No 5812 ,,,�ss��,t� l► Ali ��� �,. Philip J. O'Regan PE No.58126 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev, 10/03/1015 BEFORE USE. Design valid for use only with MlfekO connectors. This design k 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 bulding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304873 J31171A FL08-A Floor 1 1 Job Reference (optional) Ease Guas[ Truss, Pr. Pierce, FL 34946 8.000 s Jan b LU1a MI I ex Industries, Inc. t-n Mar 20 12:28:19 2u18 Pagel ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-RrkV01AR6Cq?Jlgl gsuQ4takg2v5yZBf9G4idzzXOZA 0-6-8 F 1-3 0 1 a� I Scale = 1:18.9 5x5 = 2x3 II 3x3 = lx4 II 1x4 II 3x3 = 2x3 II 5x5 = 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x3 II 3x3 = 3x3 = 3x3 = - 3x3 = 3x3 II 0-6-8 2-0.8 8-0.11 9-6-11 -10- 0.6.8 6.0-3 1-6.0 3- Plate Offsets (X.Y)— [1:0-2-O.Edgel. 18:0-2-0 Edge] LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.01 10-11 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(TL) -0.02 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Cade FBC2014/rPI2007 (Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 57 lb FT = O%F, 0%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=32110-3-0, 1=321/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-288/0, 3-4=-577/0, 45=-577/0, 5-6=-577/0, 6-8=-287/0 BOT CHORD 12-13=0/513, 11-12=01577, 10-11=0/513 WEBS 8-10=0/370, 1-13=0/370, 6-10=-318/0, 3-13=-318/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �41, E IV $ No. 58126 Ai Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 66M 6904 Parke Fast Blvd. Tampa FL M610 Date: March 25,2016 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE Ml1.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mnek& 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Crlterla, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T8304874 J31171A FL09-A Floor 1 1 Job Reference (optional) 0-6-8 I� 1-3-0 5x5 = 3x3 = 3x3 = 1 2 3 0 o.uuu o aan a zu iv lvll i uK a —umb, mu. rrl lvlar zo 14'ZO:Ia LV Ia rage l ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-RrkV01AR6Cq?Jlgl gsuQ4takY2tryYCf9G4idzzXOZA So le ='1:20.6 3x3 = 3x3 = 3x6 FP = 3x3 = 3x3 —_ 5x5 = 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x3 II 3x3 = 3x3 = 1x4 II 1x4 II 3x3 = 3x3 = 3x3 II 0-G-8 2-0-8 4-6-8 7-10-6 1041-6 11-106 1 -1-1 0-6-8 1-6-0 2-6-0 3-3-14 -6-0 1-6-0 3- Plate Offsets IX.Y1— r1:0-2-0 Edael r9:0-2-0 Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.03 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.04 14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 68 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 9=406/0-3-0, 1=406/0-6-0 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-389/0, 3-4=-828/0, 4-5=-943/0, 5-7=-828/0, 7-9=-389/0 BOT CHORD 15-16=0/703, 14-15=0/943, 13-14=0/943, 12-13=0/943, 11-12=0/703 WEBS 9-11=01503, 1-16=0/503, 7-11=-441/0, 3-16=-441/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. ' 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. r No 58126 411 Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTekS, connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated B to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �MITek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304875 J31171A FL10-A Floor I 1 Job Reference (optional) �_sGas • 6.000 s Jan a 2016 N0 i ex mausmes, inc. Fri Nrar 25 12:28:20 20% rage i I D: Q F7LfM7rU gVkgmw3Dd3pj IzY4t1-w1 Itc5B3tWyswSF DNaPfd56tkS94h_WoOwq G9PZXOZ9 0-6-8 �-i 1i 1 1-7-9 33 SCale `- 1:24.6 1x4 II 5x5 = 3x3 = 3x3 = 3x3 = 3x6 FP = 3x3 = 3x3 = 3x3 _ 5x5 = 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x3 11 3x3 = 3x4 = 1x4 11 3x3 = 3x3 = 3x3 = 3x3 II 3x6 FP = 0-6-8 2-0-8 4-6-8 10-2-1 12-8-1 14-2-1 1 -5 0-6-8 1-6-0 2-6-0 5-7-9 2-6-0 1-6-0 3- Plate Offsets (X.Yhz [1:0-2-0.Edgel, [10:0-2-O.Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.08 13-14 >999 360 MT20 244/190 TCDL 10.0 LumberDOL 1.00 BC 0.56 Vert(TL) -0.1213-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.02 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 78 lb . FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=491/0-3-0, 1=491/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=486/0, 3s1=-1101/0, 4-5=-1334/0, 5-7=-1334/0, 7-8=-1104/0, 8-10=-485/0 BOT CHORD 16-17=0/881, 15-16=0/1334, 14-15=0/1334, 13-14=0/1296, 12-13=0/885 WEBS 10-12=0/627, 1-17=0/629, 8-12=-561/0, 3-17=-554/0, 8-13=0/304, 3-16=0/309, 7-13=-268/0, 4-16=-367/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. + 6) Gap between inside of top'chord bearing and first diagonal or vertical web shall not exceed 0.500in. `,`,�►11111111���,, N0. 5812 �O .'�4//Z nnl Philip J. O'Regan PE No.56126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIJPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Jab Truss Type Qty Ply76 TF'Lus1sA T83048 J31171A Floor 1 1 Job Reference (optional) wear water r i u5s, rt. riei ce, rL 0— 8.000 s Jan 5 20i6 MI I ex Industries, !no. hn Mar 25 12:2u:20 2016 Page 1 ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl -wl ltc5B3tWyswSFDNaPfd56t3S6RhzYoOwgG9PzXOZ9 D-6-8 1_� i 1-3-0 1-53 W3. SbaIA = 1:28.6 lil 3x3 = 5x5 = 3x3 = 3x3 = 3x3 = 1x4 11 3x3 = 3x6 FP = 3x3 = 3x3 = 5x5 = 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x3 II 3x3 = 3x4 = 3x3 = 1x4 II 3x3 = 3x3 = 3x3 = 3x3 II US FP = 05-8 2-0-8 4-6-8 9-11-11 125-11 14-11-11 16-5.11 1 -9 0-6-8 15-0 2-6-0 5-5-3 25-0 25-0 15-0 0-3- Plate Offsets (X.Y)-- r1:0-2-0.Edge1[11:0-2-0 Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.12 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.18 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) -0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 89 Ib FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=575/0-3-0, 1=575/0-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-586/0, 3-4 -1364/0, 4-5=-1844/0, 5-6=-1844/0, 6-7=-1777/0, 7-9=-1374/0, 9-11=-582/0 BOT CHORD 18-1 9=0/1 066, 17-18=0/1657, 16-17=0/1844, 15-16=0/1844, 14-15=0/1671, 13-14=0/1063 WEBS 11-13=0/754, 1-19=0/759, 9-13=-672/0, 3-19=672/0, 9-14=0/433, 3-18=0/414, 7-14=-413/0, 4-18=-408/0, 4-17=0/386 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend Strongbacks t xbe attached to wallsbacks, on dat their outer aced oc fastened rmeans.each Nss with 3-10d (0.131" X 3") nails. by `p O,R� ends orrestrainedrest ai ed othed ,`� - , `0. v 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ��'�� ;. • E At •.�n,9 Philip 1O'Regan PE No.58126 li USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304877 J31171A FL12-A Floor 1 1 Job Reference (optional) Cast L'aast 1 russ, N. r-MrCe, rL O W`10 0-6-8 I —I i 1-3-0 ill a.UUu J J." a GU - "" I CR InUUJII ICJ, II IU. "I MCI — IG.La.G I GU Iv regtl I ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-ODsGpRBheg4jYcgPxHwu9lfl FsSIQPtydaZphrzXOZ8 1 I I 2-14 0P3 ce e = 1:32.7 1x4 II 5x5 = 3x3 = 3x3 = 3x3 = 3x3 = 3x6 FP = 3x3 = 3x3 = 3x3 = 3x3 = 5x5 — 1 2 3 4 5 6 7 8 9 10 11 12 i9h 22 21 20 19 18 17 16 15 14 13 3x3 II 3x4 = 3x3 = 3x4 = 1x4 II 3x3 = 3x3 = 3x3 = 3x4 = 3x3 II 3x6 FP = 6-8 2-0.8 4-6-8 7-0.8 12-3� 14-9� 17-36 18-9� 19 -14 6-8 1-6-0 2-6-0 5-2-14 2-6-0 2-6-0 1-6-0 0-3- Plate Offsets (X Y)— I1:0-2-0 Edael f12.0-2-0 Edae1 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (]cc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.18 17 >999 360 TCDL 10.0 LumberDOL 1.00 BC 0.75 Vert(TL) -0.2816-17 >769 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.05 12 n/a n/a BCDL 5.0 Code FBC20141TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 12=660/0-3-0, 1=66010-6-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-681/0, 3-4=-1643/0, 4-5=-2224/0, 5-6=-2433/0, 6-8=-2433/0, 8-9=-2227/0, 9-1 0=-1 642/0, 10-12=-68110 BOT CHORD 20-21 =0/1 247, 19-20=0/2020, 18-19=0/2433, 17-18=0/2433, 16-17=0/2409, 15-16=0/2022, 14-15=0/1246 WEBS 12-14=0/882, 1-21=0/882, 10-14=-791/0, 3-21=-792/0, 10-15=0/550, 3-20=01551, 9-15=-529/0, 4-20=-525/0, 9-16=01285, 4-19=0/333, 8-16=-253/0, 5-19=-396/0, 8-17=-166/266 PLATES GRIP MT20 244/190 Weight: 101 lb FT = 0%F, 0%E Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 1 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,��1111111�� No. 5812 � r �1111IAi Philip J. O'Regan PE No.58126 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10103)2015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated 8 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'C• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(iPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304878 J31171A FL13-A Floor 12 1 Job Reference (optional) ad.1 Vudbl IIubb, ri. rlence, rL a4d40 0-3-8 I —I i 1-3-0 5x5 = 2.3 II 1 2 a.Uuu s Jan o ,4u in mi I eK mousirles, Inc. rn mar zo 1 z:za21 zulo rage 1 I D: Q F7 LfM7rUgVkgmw3Dd3pjlzY4tl-ODsGpRBheg4jYcgPxHwu91f3AsbKQTcydaZphrzXOZ8 D11-6 Scale=1:18.8 3x3 = 1x4 II 1x4 II 3x3 = 2x3 II 5x5 = 3 4 5 6 7 8 0 41 14 13 12 11 10 9 3x3 II 3x3 = 3x3 = 3x3 = 3x3 = 3x3 II 7-11-14 9-5-14 3-8 1-6-0 6-2-6 1-6-0 3- Plate Offsets (X.Y)— 11:0-2-O.Edoel. 18:0-2-O.Edael LOADING (psf) SPACING- 1-4-0 CS]. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.01 12-13 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.02 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horc(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 56 lb FT = D%F, 0%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=32810-3-0, 1=328/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-295/0, 3-4=-600/0, 4-5=-600/0, 5-6=-600/0, 6-8=-295/0 BOT CHORD 12-13=0/527, 11-12=0/600, 10-11=0/527 WEBS 8-10=0/380, 1-13=0/380, 6-10=-327/0, 3-13=-327/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. • 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,`,►�►1111111��It %%�� No 5812 .10 SIIII I A % Philip J. O'Regan PE ND.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll QuaBy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304879 LbRf.rence J31171A FL14-A Floor 10 1 (optional) Cast uuasi I rUss, ri. rlerce, rL 04e4o 0-3-8 H 1-3-0 1� 5x5 = 3x3 = 3x3 = 1 2 3 O,uuu s Jan 0 ZUIt) IVII I eK Inuusines, Inc. rn IVlar zo 'IZ:Zo:ZZ Zulu rage l ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-sPQe1 nCJP7CaAm PcV?R7iWCCVGnF9rY5rEJMDIzXOZ7 1-412 3x3 = 3x3 = 3x3 = 1x4 11 1x4 11 3x6 FP = 4 5 6 7 89 091. = 1:34.7 3x3 = 3x3 = 3x3 = 5x5 = 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x3 11 3x4 = 3x3 = 3x3 = 3x6 FP = 3x3 = 3x3 = 34 = 3x3 = 3x4 = 3x3 11 0 3- 1-9-8 4-3-8 6-9-8 13-5-4 15 I1-4 18-5-4 19-11-420 2- 2 0-3- 1-6-0 22 2-6-0 6-7-12 2-6-0 2-6-0 1-6-0 0-3- Plate Offsets (X.Y)- 11:0-2-0 Edael. 113:0-2-O.Edgeel LOADING (psf) SPACING- 1-4-0 CS1. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.38 Vert(LL) -0.23 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DO 1.00 BC 0.77 Vert(TL) -0.36 18-19 >642 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(rL) -0.06 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 13=711/0-3-0, 1=711/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-740/0, 3-4=-1807/0, 4-5=-2495/0, 5-6=-2835/0, 6-7=-2835/0, 7-9=-2835/0, 9-10=-2495/0, 10-11=-1807/0, 11-13=-740/0 BOT CHORD 22-23=011357, 21-22=012240, 19-21=0/2733, 18-19=0/2835, 17-18=0/2733, 16-17=0/2240, 15-16=0/1357 WEBS 13-15=0/960, 1-23=0/960, 11-15=-862/0, 3-23=-862/0, 11-16=0/626, 3-22=0/626, 10-16=-603/0, 4-22=-603/0, 10-17=0/355, 4-21=01355, 9-17=-330/0, 5-21=-330/0, 9-18=-113/364, 5-19=-113/364 19 Weight: 107 lb FT = 0%F, O%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) The solid section of the plate is required to be placed over the splice line at joint(s) 20. 4) Plate(s) at joint(s) 24, 14, 8, 2, 12, 15, 13, 23, 1, 11, 3, 16, 22, 10, 4, 17, 21, 9, 5, 18, 19, 6 and 7 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 20 checked for a plus or minus 5 degree rotation about its center. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �r,1111111//jI �•`Qd�• '� C ENS No '5812 � r r V � 13 . ,ss�llll Ai !,?,`�� Philip J. O'Regan PE No.58126 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/032015 BEFORE USE. Design valid 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 property incorporate this design Into the overall building design. Bracing indicated 4 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304880 J31171A FL15-A Floor 2 1 Job Reference o tional 5x5 = 3x3 = 1 2 0 3x3 = 3 a.uUu s uan a'zulo IVII I eK rnuUSines, Ina. rn Mar zo lz:2tl:Zs ZUIa rage 1 ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-KczOE7Dx9RKQnw_o3iyMEjkPufDAuLzF4u2wmkzXOZ6 1 T- S le - 1:25.4 3x3 = 3x3 = 1x4 II 1x4 II 3x6 FP .= 3x3 = 3x3 = 5x5 = 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x3 II 3x3 = 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 II 3x6 FP = 3- 1-9-8 4-3-8 10-7-8 13-1-8 14-7-8 1 -11 0 -3- 1-6-0 2-6-0 6-4-0 2-6-0 1-6-0 -3- Plate Offsets (X.Y)--. 11:0-2-O.Edgel, 111:0-2-O.Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.07 16 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.11 16 >999 240 BCLL 0:0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.02 11 n/a n/a BCDL 5.0 Code FBC2014frP12007 (Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0%F, 0%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=516/0-3-0, 1=516/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-516/0, 3-4=-1183/0, 4-5=-1494/0, 5-6=-1494/0, 6-7=-1494/0, 7-9=-1183/0, 9-11=-516/0 BOT CHORD 17-18=0/940, 16-17=0/1407, 15-16=0/1494, 14-15=0/1407, 13-14=0/940 WEBS 11-13=0/668, 1-18=0/668, 9-13=-594/0, 3-18=-594/0, 9-14=0/337, 3-17=0/337, 7-14=-312/0, 4-17=-312/0, 7-15=-48/256, 4-16=-48/256 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ,%% `P , J. Ro,,14�', �%% N ;11 ��' No 5812 c r Philip J. O'Regan PE Na.58126 Mrrek USA, Inc. FL cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/072015 BEFORE USE. Design valid for use only with M7ekO connectors. This design B 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 truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdteria, DSB-89 and BCSI Building Component '6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8304881 J31171A FL16-A Floor 2 1 Job Reference (optional) rear „uax , iusa, rr. rierca, rL. 40 a.000 5 Jan D ZUIa MI IeK Incustrles, Inc. t-n Marzo iz:zt:Z:lZulb vage 1 ID:QF7LfM7rUgVkgmw3Dd3pjlzY4tl-Kcz0E7Dx9RKQnw_o3iyMEjkSJfJsuPzF4u2wmkzXOZ6 0-3-8 5x5F— 1-3-0 2x3 i 0i�1x4 II 2x3 II 5x5 = 0-3-8 Scale = 1:8.9 1 2 3 1x4 II 4 5 6 3x3 II 10 3x3 = 3x3 = 9 8 3x3 I I 7 0.3-8 4-2-2 45-10 non 1 n. n. n n n n LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DO 1.00 TC 0.05 Vert(LL) -0.00 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.00 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight: 31 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=133/0-3-0, 1=13310-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. No 58126 O• tv� P•' �. to t Ali it Philip J. O'Regan PE No.58126 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 25,2016 AWARNING -Verify design paminefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlrekO connectors. This design is based only upon parameters shown, and Is for on individual building component, not• a thus 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 and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 W Symbols PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/16 For 4 x 2 orientation, locate plates 0-'Al' 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. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal orX-bracing, is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 4 wide truss spacing, individual lateral braces themselves WEBS cab may require bracing, or alternative Tor I bracing should be considered. OU �,�� 3 3. Never exceed the design loading shown and never at'°p U stack materials on inadequately braced trusses. O O 4. Provide copies of this truss design to the building cr a ce-z cs s designer, erection supervisor, property owner and BOTTOM CHORDS all other interested parties. 8 7 6 5 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED 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-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MI]-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.