Loading...
HomeMy WebLinkAboutTruss® 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: 29630 - Snyder Res. MiTek USA Inc. r Site Information: 6904 Parke East Blvd. Customer Info: Snyder, Dan Project Name: Snyder Res. Model: Tampa, FL33610-4115 Lot/Block: Lot 515 Subdivision: Nettles Island Address: TBD City: Jensen Beach 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: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 30 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 61 G15-31.003 section 5 of the Florida Board of Professional En ineers Rules. 9 lNo. Seal# Truss Name Date No. Seal# Truss Name Date 1 T7561085 -CJ1 10/23/01 18 T7561102 A03 10/23/01 12 I T7561086 I -CJ3 110/23/015119 I T7561103 I A04G 1 10/23/01 d 13 I T7561087 I -CJ5 110/23/015120 I T7561104 I A05 110/23/01 d 14 I T7561088 I •-EJ 1A 110/23/01021 1 T7561105 I A06 1 10/23/014 15 I T7561089 I -EJ 1 B 110/23/014 22 1 T7561106 I A07 1 10/23/01 d 16 I T7561090 I -•EJ2A 110/23/0151 23 I T7561107 I A08 1 10/23/01 d 17 I T7561091 I -•EJ2B 110/23/015124 I T7561108 1 A09 1 10/23/01 d 18 I T7561092 I -EJ3 110/23/01$ 25 1 T7561109 I B01 G 1 10/23/01$ 19 I T7561093 I "EJ3A 1 10/23/01$ 26 I T7561110 I B02 110/23/014 LO _ I T7561094 I --EJS 110/23/015� 27 I T7561111 1 B03G 1 10/23/014 11 T7561095 I •-EJSA 110/23/01 d 28 I T7561112 I C01 1 10/23/01 d 12 I T7561096 I -EJ5B 110/23/01$ 29 1 T7561113 I CO2 1 10/23/01 � 113 I T7561097 I -ER 110/23/01$ 30 1 T7561114 I D01 1 10/23/014 114 I T7561098 I •-HJ5 110/23/01 115 I T7561099 I -HJ7 1 10/23/0151 16 1 T7561100 I A01 G 1 10/23/0151 117 I T7561101 I A02 1 10/23/0151 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. `OP1tIIIIIIif#, Q,UIN VF�� 68182 PIC= E�C� %. Joaquin Velez PE No.68182 MITek Usk Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FI.33610 Date: October 23,2015 Velez, Joaquin 1 of 1 Job Truss Truss Type city Ply Snyder Res. nssloes 29630 _CJ1 Jack -Open 14 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 r.b4u s aep zs zuro MITex mausmes, inc. rn Out co w:w iac 20 w Faye , ID:aYDtbkt_6DgiW/ncC28Rv7yQXh5-lzgd9_g4yM4lyOoaAD1TNW84oy7sELDdh ZeoeyQWvj -0.7.8 1.0-0 � 7-8 1.0-0 -� (2)-16d (0.131 "x3.5") toenails Scale = 1:6.2 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 4 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=100/0-6-0, 4=26/Mechanical Max Horz 2=40(LC 8) Max Uplift2=-75(LC 8), 4=11(LC 8) Max Grav 2=100(LC 1), 4=29(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handlirfg 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2 and 11 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 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 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/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. QUIN rrrr��4ri •• I No 68182 r Joaquin Velez PE No,68182 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 MiTek' 69D4 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. n6stoeP 29630 -CJ3 Jack -Open 14 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 I.64u s Sep ze zula mi I eK mausirles, Inc. rn Vci ZO i4;0 i;53 20i5 rays i I D: aYDtbkt_6D qi W7ncC28Rv7yQXh5-V9E7N Jh ijgC uaANmkwYivjhD2 M SYzoTmweJ C K4yQ Wvi 0-7.8 3-0-0 2X4 = Yi 11 Scale = 1:9.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 10 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=76/Mechanical, 2=197/0-6-0, 4=35/Mechanical Max Horz 2=82(LC 8) Max Uplift 3=-52(LC 8). 2=-107(LC 8), 4=-5(LC 8) Max Grav 3=76(LC 1). 2=197(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=1Oft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 107 lb uplift at joint 2 and 5 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,1111111,111jI `otl U VFW ♦♦ , .-`0ENS' No 68182 ''�/��/11111111�1`• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Pert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MnekO connectors. This design is based any 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 R iTek' 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply Snyder Res. n5s1ne7 29630 -CJS Jack -Open �Qty 12 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 /.e4u s sep zs zuio mi i ex mausmes, Inc. rn Oa 23 w:u too 2015 rage i ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-V9E7NJhijgCuaANmkwYivjh9XM PazoTmweJCK4yQ Wvi -0-7-1 5-0-0 - 0-7-8 5-0-0 �I 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 • Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.3 BQT CHORD 2x4 SP No.3 Scale = 1:13.2 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.43 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 BC 0.30 Vert(TL) -0.05 4-7 >999 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a (Matrix-S) Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=130/Mechanical, 2=308/0-6-0, 4=50/Mechanical Max Horz 2=124(LC 8) Max Uplift3=-92(LC 8), 2=-149(LC 8) Max Grav 3=130(LC 1), 2=308(LC 1), 4=77(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Dpsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3 and 149 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. ,`I�i11111111��I o,�oPQl1IN No 68182 ^�{ Joaquin Velez PE No.68182 Ml Tek USA, Inc. FL.Qert 6634 69114 Parke East Blvd. Tampa FL.33610 Date: October 23,2015 A WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.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 ANSI/7Pl1 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 33610 Job Truss Truss Type city Ply Snyder Res. n5sloae I 29630 -EJ1A Jack -Open 1 1 Job e e e ce (optional East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 23 14:01:54 2015 Page 1 ID: aYOtbkt_6DgiW7ncC28Rv7yQXh5-zLoOafiKU_KICKyyHe3xSxEPjmnFiFjvB12lsXyQWvh 0-8.2 - 2-5-4 2x4 = Scale = 1:8.3 2-5-4 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 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 7 >999 180 5CLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Tek recommends that Stabilizers and required cross bracing installed during truss erection, In accordance with Stabilizer FIn, tallation guide. REACTIONS. (lb/size) 3=60/Mechanical, 2=170/0-6-5, 4=31/Mechanical Max Harz 2=66(LC 8) Max Uplift3=-39(LC 8), 2=101(LC 8), 4=-6(LC 8) Max Grav 3=60(LC 1), 2=170(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3, 101 lb uplift at joint 2 and 6 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. POo f N V�� l�gi IV • No 68182 :b' Lr: E OF :•�+ Mrrek USA, Inc. FL Pert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® 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 Welk' 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561089 1 29630 -EJ1B Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Oct 23 14:01:54 2015 Page 1 ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-zLoOafiKU_KICKyyHe3xSxEPbmojiFjv812lsXyQ Wvh d, d 0-10-10 1.11-3 3x3 = A 6 d Scale = 1:6.8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.09 BC 0.05 WB 0.00 (Matrix-M) DEFL. in (loc) Udef1 L/d Vert(LL) -0.00 7 >999 240 Vert(TL) -0.00 7 >999 180 Horz(TL) 0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3=43/Mechanical, 2=164/0-8-7, 4=28/Mechanical Max Horz 2=50(LC 4) Max Uplift3=-24(LC 4), 2=120(LC 4), 4=-7(LC 4) Max Grav3=43(LC 1), 2=164(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 3, 120 lb uplift at joint 2 and 7 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with Mitek0 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 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 SCSI Building Component Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,111111111111 PQU I N VF1� J . GE•NS� • �i No 68182 }�T E O F : �U • 4) Joaquin Velez PE No.68182 MITek USA, Inc. FL C. 116634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 MiT®k' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty, Ply Snyder Res. n5sloso 29630 -EJ2A Jack -Open 1 1 o eee ce (optional) East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 23 14:01:55 2015 Page 1 ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-RYMmo7jzEHScpUX9rLaA7BmaxA7ERiy3NyolOzyQWvg 0-7-8 2-9-4 2x4 = Scale = 1:9.2 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 10 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. recommends that Stabilizers and required cross bracing Installedduring truss erection, in accordance with Stabilizer Fn stallation uide. REACTIONS. (lb/size) 3=69/Mechanical, 2=184/0-6-0, 4=33/Mechanical Max Horz 2=77(LC 8) Max Uplift3=-47(LC 8), 2=102(LC 8), 4=-5(LC 8) Max Grav 3=69(LC 1), 2=184(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 3, 102 lb uplift at joint 2 and 5 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ® wARN1NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with lWTekO 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. ���r u r rrrrr No 68182 .�• 1 T r O ;• 9 I •OR1�P.•�`�. rrHrrrru�n�� Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East 91vd. Tampa FL 33610 Date: October 23,2015 Nil MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. n6s1os1 29630 -EJ2B Jack -Open 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 r.bW s bep ze zu10 M1 r ex muusmus, mu. rn — cu w;v i;vv av is rnyo , ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-RYMmo7jzEHScpUX9rLaA78mVFA45Riy3NyolOzyQWvg -0-10.10 l 4-11-3 0-10-10 4-11-3 Scale = 1:11.6 3x3 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frPI2007 CSI. TC 0.42 BC 0.30 WB 0.00 (Matrix-S) DEFL. in (loc) I/deft L/d Vert(LL) 0.03 4-7 >999 240 Vert(TL) -0.06 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 16lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=129/Mechanical, 2=318/0-8-7, 4=54/Mechanical Max Horz 2=95(LC 4) Max Uplift3=-86(LC 4), 2=181(LC 4). 4=-4(LC 4) Max Grav 3=129(LC 1), 2=318(LC 1), 4=78(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 3, 181 lb uplift at joint 2 and 4 lb uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. 11111111111J.. No 68182 14 N AII- "c�%%'• 1111811111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.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 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/TPII Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. n5s1o9z 29630 -EJ3 Jack -Open 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek industries, Inc. Fd Oct 23 14:01:56 2015 Pagel ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-vkwt37Ljb7baTRd6LP35PXMJkIaTFA9CCccXsxPyQWvf 0-7-8 3.0.0 2x4 = 3-0-0 vn-n Scale = 1:9.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FSC2014/TP12007 (Matrix-M) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=761Mechanical, 2=197/0-6-0, 4=35/Mechanical Max Horz 2=82(LC 8) Max Uplift3=-52(LC 8), 2=107(LC 8), 4=-5(LC 8) Max Grav 3=76(LC 1), 2=197(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 107 lb uplift at joint 2 and 5 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, �tit u'ufill 11� )I N vF� •,,� GENs No 68182 f` 'TaE D.F.. Joaquin Velez PE No.68182 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use ony v+flh Mnek® connectors. This design is based any 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 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/TP11 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 33610 Job Truss Truss Type Qty Ply Snyder Res. nss1o93 29630 -EJ3A Jack -Open 1 1 Job Reference o io East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITeK Industries, Inc. Fn Oct 23 14:01:bb Zu1b rage 1 ID:aYDtbkt_6Dgi W7ncC28Rv7yQXh5-vkw87Ljb7baTRd6LP35PXMJkzaS_A9CCccXsxPyQWvf 0-8-2 3-2-6 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale = 1:9.5 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.17 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(TL) -0.01 4-7 >999 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a (Matrix-M) Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=81/Mechanical, 2=211/0-6-5, 4=38/Mechanical Max Horz 2=81(LC 8) Max Uplift3=-54(LC 8), 2=116(LC 8), 4=-5(LC 8) Max Grav 3=81(LC 1). 2=211(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 116 lb uplift at joint 2 and 5 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 111I11111//�� Ppi1IN vF4���,�� ,����` %* 'S , • ENs . No 613182 UJ n' _E OF_ :.Crdt `�.`ffl..A>tO- (l 111111111110.4 Joaquin Velez PE No.68182 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 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 6904 Parke East Blvd. fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Job Truss Truss Type Qty Ply Snyder Res. n5smsa 29630 -EJ5 Jack -Open 5 1 i lob Reference footionat) omc oe,.e� East coast l russ, m. vierce, M 44e40 ••`^"-""r �••-•-•••••-•••••----^-•••'-"••--'--"'-"----' •• ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-NwUWChkDmvjJ3nhXzmde4ZsrWzmWvcSMgGHPTsyQWve -0-7-e 5-0.0 -- , 0` 7_8 r 5-0.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 4-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=130/Mechanical, 2=308/0-6-0, 4=50/Mechanical Max Harz 2=124(LC 8) Max Upiift3=-92(LC 8), 2=149(LC 8) Max Grav 3=130(LC 1), 2=308(LC 1), 4=77(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:13.2 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Mi7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3 and 149 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and % gypsum sheetrock be applied directly to the bottom chord. ,1I1111111JI111 PQv I N No 68182 E OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Bert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with WekO 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 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 MOW 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 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561095 29630 -EJ5A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Pn Oct 2's 14:01:61 2015 Page 1 ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-NwU WChkDmviJ3nhXzmde4zstizkPvcl MgGHPTsyQWve -o-7-8 4-0-0 5-0-0 1 0.7-8 I 4-0-0 1-10 Scale=1:13.1 4x4 = 06 IA 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 6-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.07 6-9 >897 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer rInb stallation guide. REACTIONS. (lb/size) 4=33/Mechanical, 2=308/0-6-0, 5=147/Mechanical Max Horz 2=104(LC 8) Max Uplift4=-26(LC 4), 2=-154(LC 8), 5=-66(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 4, 154 lb uplift at joint 2 and 66 lb uplift at joint 5. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. `iIIIIIIIIf/1 ♦ U V .� .`�♦,��P4•EN �\G No 68182 • �.0� * �� r n:. E OF � Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 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 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Bullding Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. n5sloss 29630 -EJ5B Jack -Open 1 1 'Job Reference (optional East Coast Truss, m. Fierce, FL 34s46 /.ocu s anp <a cu w mi i an i iuumi va, u,a n v,n w ...,.+ ID: aYDtbkt_6DgiW7ncC28Rv7yQXh5-r72uQ11rXCgAgxGkWU8tcn02_N4fe3tV3wOy?IyQ Wvd -0.7-8 2-5.0 3-2-15 _ 5-0-01 7-8 2-5-0 0.9.15 1-9-1 2.83 12 4x4 = 2x4 = Scale = 1:11.6 2-5.0 3-2-15 5-0-0 �2-5.0 0.9 15 1-9-1 Plate Offsets (X Y)— f3:0-2-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.07 7-8 >794 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.11 7-8 >561 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 5=62/Mechanical, 2=221/0-6-0, 6=79/Mechanical Installation oulde, Max Horz 2=83(LC 8) Max Uplift 5=-46(LC 4), 2=137(LC 8), 6=-140(LC 6) Max Grav 5=62(LC 1), 2=221(LC 1), 6=165(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a or minus 0 degree rotation about its center. plus 5) This truss has been designed for 10.0 bottom live load live loads. `,��11 N a psf chord nonconcurrent with any other • `�� QU �j� 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� 0Q` •�� , EN ••• fit between the bottom chord and any other members. �%% .•'�G S �i 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib uplift at joint 5, 137 lb uplift at joint 2 = No 68182 and 140 lb uplift at joint 6. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 131 lb up at lb down lb 3-2-15, 99 lb down 84 lb 4-0-12 top 9 lb down and 65 lb up at 2-4-15, and 212 and 181 up at and and up at on chord, and 2-4-15, 19 lb down and 34 lb up at 3-0-1, and 24 lb down and 26 lb up at 3-2-15, and 23 lb down and 25 Ib up at 4-0-12 on bottom ' F 11J •• chord. The design/selection of such connection devices) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10 441,1 P:� •���� Q R ... LOAD CASE(S) Standard •� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 6-9=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) Vert: 3=123(F) 4=25(F) 8=21(F) 12=6(F) 13=-21(F) 14=15(F) 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE.�� Design valid for use only with M7ekO connectors. This design is based any 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Snyder Res. T7561097 29630 -EJ7 Jack -Open 13 JPly 1 Job Reference io a East Coast Truss, Ft. Pierce, FL 34946 r.e4u s bep ze zura mi i ex muusmes, mu. rri — c4 mu rue cu ru rdyo , ID:aYDtbkt_6Dgi W7ncC28Rv7yQXh5-JJbHdNmTIWy115gw4Bf69_x4OnN3N Wyflam WXkyQWvc 7-0.0 0-7-B 7-0.0 Scale: 3/4"=1' r5 N 3x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.86 BC 0.62 WE 0.00 (Matrix-S) DEFL. in Vert(LL) 0.07 Vert(TL) -0.18 Horz(TL) 0.01 (loc) Vdefl Ud 4-7 >999 240 4-7 >455 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=185/Mechanical, 2=419/0-6-0, 4=64/Mechanical Max Harz 2=166(LC 8) Max Uplift3=-132(LC 8), 2=-191(LC 8) Max Grav 3=185(LC 1), 2=419(LC 1), 4=107(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 8=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 3 and 191 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ��,,rrirrr>r� %0 101 N VFW ��i♦ � r No 68182 � r ,:'fly E OF Date: October 23,2015 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/032015 BEFORE USE. Design valid for use only with MirekO 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 WOW 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 trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. nsstasB 29630 -HJS Diagonal Hip Girder 1 1 0 o io a East Coast Truss, Ft. Pierce, FL 34946 aoau s aup [e ze 1. Mi i e6 in.—i-, Mc. ni u,i <a ;". ...,. ao,:, royo ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-oV9fdm53g4uwFP6evALiCUK5BmJ6zCoXEV34AyQVVvb -0-10-10 3-11-0P 7-0-2 0-10-10 3-11-0 3-1-2 Scale = 1:15.1 3x4 = 7-o-z LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.11 4-7 >793 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.18 4-7 >459 180 BCLL p.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=164/Mechanical, 2=413/0-8-2, 4=74/Mechanical Max Horz 2=127(LC 17) Max Uplift 3=-1 17(LC 4), 2=-265(LC 4), 4=-11(LC 4) Max Grav 3=164(LC 1), 2=413(LC 1), 4=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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.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. `0111 � 111111111 5) Refer to girder(s) for truss to truss connections. ,%� QU I N 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3, 265 lb uplift at joint 2 �� oP, and 11 1b uplift at joint 4..•'�G E N 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.Z,•' ��'•, �� B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 4-1-14, No 68182 and 110 lb down and 97 lb up at 4-1-14 on top chord, and 15 lb down and 39 lb up at 1-3-15, 15 lb down and 39 lb up at 1-3-15, and 20 lb down and 33 lb up at 4-1-14, and 20 lb down and 33 lb up at 4-1-14 on bottom chord. The design/selection 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 4-5=-20 Concentrated Loads (lb) Vert: 7=4(F=2, B=2) 8=47(F=23, B=23) 9=-14(F=-7, B=7) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M700 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 buckling individual truss web and/or chord members only. Additional temporary and bracing r MiTek• prevent of permanent 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 trusses and truss systems, see ANSI/TPII Qualty Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qly Snyder Res.' T7561089 29630 -HJ7 Diagonal Hip Girder 6 JPly 1 Job Reference options East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MTek Industries, Inc. Fri Oct 23 14:02:00 2015 Page 1 ID:aYDlbkt 6DgiW7ncC2BRv7yQXh5-oV9frjm53g4uwFP6evALiCUOYBmd6ufoXEV34AyQWvb -0-10-10 5-3-15 9.10-1 , 0-10-10 5-3-15 4-6.1 Scale = 1:20.8 3x4 II 1x4 1 3x4 = 3x8 = 5 i 5-3-15 9-10-1 i 5-3.15 4 5-1 Plate Offsets (X Y)— 14:0-2-15 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.05 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.07 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.02 BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=148/Mechanical, 2=518/0-8-2, 6=331/Mechanical Max Horz 2=183(LC 7) Max Uplift4=-100(LC 4), 2=-324(LC 4), 6=-143(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-956/477, 3-11=-913/493 BOT CHORD 2-13=-516/913, 7-13=-516/913, 7-14=-516/913, 6-14=516/913 WEBS 3-6=908/513 (]cc) Vdefl L/d PLATES GRIP 7-10 >999 240 MT20 244/190 7-10 >999 180 6 n/a n/a Weight: 42 lb FT = 0% Structural wood sheathing directly applied or 5-10-0 cc purlins, except end verticals. Rigid ceiling directly applied or 8-2-2 cc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation -guide NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 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.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 4, 324 lb uplift at joint 2 and 143 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 4-1-14, 110 lb down and 97 lb up at 4-1-14, and 139 lb down and 137 lb up at 6-11-13, and 139 lb down and 137 lb up at 6-11-13 on top chord, and 15 lb down and 39 lb up at 1-3-15, 15 lb down and 39 lb up at 1-3-15, 20 lb down and 33 lb up at 4-1-14, 20 Ib down and 33 lb up at 4-1-14, and 35 lb down and 28 lb up at 6-11-13, and 35 lb down and 28 lb up at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ,1111111111t#, o% POki I N VF< GEN No 68182 y '41T yt �� E O F tIJ MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 Continued on pace 2 ® WARNING - Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek@ 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 WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 33610 Job Truss Truss Type Qty Ply Snyder Res. nssloss 29630 -11J7 Diagonal Hip Girder 6 1 Job Referenceotioa East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 201D MI I eK maustnes, mc. Fn uct zs 14:u2:u1 zulo ragu z ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-Gij123njg7CIXP_ICchaEPOZlb6sgKuxluFdcdyQWva LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=70, 5-8=-20 Concentrated Loads (lb) Vert: 10=4(F=2, B=2) 11=47(F=23, B=23) 12=-63(F=-32, B=-32) 13=-14(F=-7, B=7) 14=43(F=-22, B=-22) ;w F6 1 t/`} L':U k t ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. �� Design valid for use only with MWekra 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 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 M!Tek• 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. SafetyInformallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561100 29630 A01G Hip Girder 1 1 Job Reference (optional) tastcoast truss, m.merce.ML Viso ,.a„ ., F 1.- .",,,..... .,..., __._ . _,_ . ID: aYDtbkt_6DgiW7ncC28Rv7yQXh5-kuHPGOoMbRKc9YZVIJCpndZdl_MXzpl5_Y_AB3yQ WvZ -B 40.0 7-0.0 10-3-0 13.6-0 16 6-0 20-6-0 21-1-$ 0-7 8 4.0.0 3.0.0 3-3-0 3.3 0 3-0.0 4-0.0 0 7-B Scale = 1:36.3 4.00 12 4xB = 1x4 II 48 = 4 20 21 5 22 23 6 3x4 = 3x8 = 5x5 WB = 3x4 = 3x8 = 3x8 = 7-0.0 10.3-0 i 13-6-0 , 20-6-0 7-0.0 3-3-0 3-3-0 7-0.0 Plate Offsets (X Y)- l2.0-0-2 Edoel i4:0-5-8 0-2-41 16.0-5-8 0-2-41 18:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.28 12 >867 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.50 12 >496 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 95 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-13 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer s REACTIONS. (lb/size) 2=166710-6-0, 8=166710-6-0 Max Horz 2=67(LC 7) Max Uplift2=-786(LC 8), 8=-786(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4037/1896, 3-4=-3878/1815, 4-20=-4162/1995, 20-21=-4162/1995, 5-21=4162/1995, 5-22=-4162/1995, 22-23=-4162/1995, 6-23=-4162/1995, 6-7=3878/1815, 7-8=-4037/1896 BOT CHORD 2-13=-1707/3767, 13-24=-159313691, 12-24=1593/3691, 12-25=-1593/3691, 11-25=-159313691, 10-11=-1593/3691, 8-10=1707/3767 WEBS 4-13=-1291529, 6-10=-129/529, 4-12=-303/664, 5-12=-513/369, 6-12=-303/664, 3-13=-3421363, 7-10=-343/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 786 lb uplift at joint 2 and 786 lb uplift at joint 8. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 164 lb up at 7-0-0, 147 lb down and 164 lb up at 9-0-12, 147 lb down and 164 lb up at 10-3-0, and 147 lb down and 164 lb up at 11-5-4, and 158 lb down and 164 lb up at 13-6-0 on top chord, and 347 lb down and 173 lb up at 7-0-0, 67 lb down and 1 lb up at 9-0-12, 67 lb down and 1 lb up at 10-3-0, and 67 lb down and 1 lb up at 11-5-4, and 347 lb down and 173 lb up at 13-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard %% P(�l1I N VFW IN, �,, �O DENS. �� �•. • No 68182 • Z�. r Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: October 23,2015 Continued on a e 2 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mnea 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 property Incorporate this design into the overall Additional temporary and bracing MiTek building design. Bracing Indicated Is to prevent bucking of individual truss web and/or chord members only. permanent Is always required for siablity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabdcation. storage, delivery. erection and bracing of trusses and thus systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. nsslfoo 29630 AO1G Hip Girder 1 1 Job efere ce (optional East Coast Truss, Ft. Pierce, FL 34945 7.640 S 5ep 29 2016 MI I BK Inauslrles, inc. hn ucl z3 14:uz:u4 zwo rage z ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-kuHPGOoMbRKcgYZVIJCpndZdl_MXZpl5_Y A83yQWvZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 14-17=-20 Concentrated Loads (lb) Vert: 4=-115(F) 6=-115(F) 13=-347(F) 10=-347(F) 12=-44(F) 5=-115(F) 21=-115(F) 22=-115(F) 24=-44(F) 25=44(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with PNTekO 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 M iTek' 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 69D4 Parke East Blvd. Safety Informotlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamps, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. nss11o1 1 29630 A02 ROOFTRUSS 1 1 o efere ce o io a East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MITek Industries, Inc. Fri Oct 23 14:02:03 2015 Page 1 ID:aYDtbkt_6Dgi 7ncC2BRv7yQXh5-C4mTkp_MISTni8hJ1j2Jg6kZOeZ17wEDCkjgVyQMY 0-7-8 6-2-8 11-6-0 143.8 20-6-0 -7-8 U-2-8 5-3-8 2-9.8 8-2-8 Scale=1:36.0 3x4 = 3x4 =3x6 = 4 3x8 = 5 6 7 04 = 1x4 II 3x8 M18SHS = 1x4 11 04 = LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) Udefi Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.38 10-12 >642 240 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.87 10-12 >282 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Attic -0.24 10-12 411 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=964/0-6-0, 2=1009/0-6-0 Max Horz 2=86(LC 7) Max Uplift9=-373(LC 8), 2=-423(LC 8) Max Grav 9=1001(LC 16), 2=1035(LC 16) PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 76 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2055/645, 34=1861/677, 4-5=81/682, 5-6=-99/734, 6-7=-81/682, 7-8=18611677, 8-9=-2055/645 BOT CHORD 2-12=-517/1860, 11-12=-517/1860, 10-11=-517/1860, 9-1 0=-51 711860 WEBS 3-12=0/351, 8-10=0/351, 4-7=-2597/804 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s), 3-4, 7-8, 4-7 9) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 9 and 423 lb uplift at joint 2. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A A I� d ,1%NcoPQUIN VFW �i i� No 68182 • -0 1111111 It. � O � Joaquin Velez PE No.68182 MITek USA, Inc. FL Pert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 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 verity 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 6904 Parke East Blvd. fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criterla, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty, Ply Snyder Res. T7561102 29630 A03 ROOFTRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7-8 6-2.8 4-0-8 3x4 = 4.0.8 7.640 s Sep 29 2015 MTek Industries, Inc. Fri Oct 23 14:02:03 2015 Page 1 6-2.8 Scale=1:35.4 44 = 1x4 II 3x8 M18SHS = 1x4 II 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.39 9-11 >635 240 TCDL 15.0 Lumber DOL 1.25 SC 0.96 Vert(TL) -0.88 9-11 >278 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Attic -0.24 9-11 411 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=964/0-6-0, 2=100910-6-0 Max Horz 2=97(LC 7) Max Uplift8=-373(LC 8), 2=-423(LC 8) Max Grav8=1001(LC 16), 2=1035(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2023/635, 3-4=-1829/669, 4-5=106/598, 5-6=-106/598, 6-7=-1828/669, 7-8=2023/635 BOT CHORD 2-11=-506/1825, 10-11=-506/1825, 9-10=-506/1825, 8-9=506/1825 WEBS 3-11=0/351, 7-9=0/351, 4-6=-2460/821 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 75 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-6 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 8 and 423 lb uplift at joint 2. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. I� d I N GEN No 68182 EEOGF?6�lIL� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING- Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 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 appfcability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckring 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply Snyder Res. T7561103 29630 A04G Common Girder 1 n � L Job Reference (optional tasi coast I fuss, K. YIM% M 34e4b l.-. s anP — au i o m, i en nmumnw, u,c. r„ v,n ca i+.4.raaa ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-8TzYuQgEuMiB0014RSmWPFBC COrm7UXgWDglOyQWvW 0-7-8 5-6.6 10-3-0 14-11-10 20-6-0 7-8 5-6.6 4-8-10 4-8-10 5.6.6 Scale=1:34.9 4x4 = 3x4 = 3x4 = 2x4 II SUR26 3x8 = 5x8 = 2x4 II SUR26 3x8 = SUR26 SUR26 SUR26 5-6-6 1G-3-0 14-11-10 20-6-0 , 5-6-5 4-8-10 4-B-10 5-6-6 Plate Offsets (X Y)— f2'0-2-10 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.19 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.32 7-9 >760 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.45 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 208 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc puffins. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. 6-8: 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=2621/0-6-0, 2=192810-6-0 Max Horz 2=97(LC 7) Max Uplift 6=-1224(LC 8), 2=-953(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-5455/2643, 3-15=-5405/2648, 3-4=4266/2091, 4-5=-4267/2092, 5-6=-6716/3180 BOT CHORD 2-16=-2437/5142, 10-16=-2437/5142, 10-17=2437/5142, 17-18=-2437/5142, 9-18=-2437/5142, 8-9=-2943/6354, 7-8=-2943/6354, 7-19=-2943/6354, 6-19=-2943/6354 WEBS 3-10=-192/470, 3-9=-1241/676. 4-9=1 11212340, 5-9=-2540/1218, 5-7=-541/1306 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 1224 lb uplift at joint 6 and 953 lb uplift at joint 2. 9) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use Simpson Strong -Tie SUR26 (6-10d Girder, 6-10dxl 1/2 Truss) or equivalent spaced at 2-9-15 oc max. starting at 6-4-13 from the left end to 17-8-9 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 74 lb up at 1-5-7, and 131 lb down and 136 lb up at 3-6-15 on top chord, and 14 lb down and 35 lb up at 1-5-7, and 36 lb down and 32 lb up at 3-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mnek@ connectors. This design is based any 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,�i11111.11��� I N i No 68182 r � Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561103 29630 A04G Common Girder 1 2 Job Reference (optional LM CaaS1 Truss, Ft. Pierce, FL 34946 t.tAu s sep L9 Lu16 mi I eK Inauslrles, Inc. Fn ucl ss l4:uL:uo zu io rage c ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-8TzYuQgEuMiB0014RSmWPFBC COrm7UXgWDglOyQWvW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 8=-532(B) 7=-623(B) 13=56(B) 14=0(6) 15=-30(B) 16=26(B) 17=-344(B) 18=-446(B) 19=-716(B) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MReW 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M!Tek' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. n5s11oa 29630 A05 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2016 MITeK Industries, Inc. Fn Cot 23 14:UZ:Ub ZU10 I•age 1 I D: aYDtbkt_6Dq i W 7ncC28Rv7yQXh5-cfXw5m rsfg2eAlG_9 HlxTkM WclsVZHgvAyOHgyQ WvV �� 4.9-1 1 8-8.6 12.8.13 I 17-0-11 0.7-8 4-9-1 3-11.5 4-0.7 4-3-15 4x4 = 2.83 b2- Scale = 1:29.9 3x4 = 3x8 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.48 BC 0.67 WB 0.47 (Matrix-S) DEFL. In Vert(LL) -0.09 Vert(TL) -0.24 Horz(TL) 0.05 (loc) I/dell L/d 7-9 >999 240 7-9 >835 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 77 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=822/0-6-0, 7=744/Mechanical Max Horz 2=129(LC 7) Max Uplift2=-383(LC 8), 7=-324(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1625/762, 3-4=-1207/545, 4-5=-1182/548 BOT CHORD 2-9=665/1503, 8-9=500/1178, 7-8=500/1178 WEBS 3-9=451/306, 4-9=-107/384, 5-7=-1120/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 324 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. 1�11111111/j� OPp.0IN V. I J . ' GE' . No 68182 r r. r , Joaquin Velez PE No.68182 MITek USA, Inc. FI. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,0I.7473 rev. 10/03/2015 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 verity the applicability of design parameters and property incorporate this design Into the overall r building design. Bracing indicated is to prevent bucking 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, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Snyder Res. nssf 1os I 29630 A06 Roof Special 1 1 Job Reference (optional test coast i russ, m. vierce. M myna 1.04u s Sep zy zuu+ mi I UK mwsrrles, inc. rn — co w:ue:uo — io rage , I D: aYDlbkt_6Dgi W 7ncC28Rv7yQXh5-cfXw5m rsfg2eAtG_9H IxTkN Vcl?VcP gvAyO HgyQ WvV i-0� 5.2-0 ., 9.6-5 15.0-12 0.7-8 5-2-0 4-4.4 5.6.7 r 4x4 2.83112 Scale = 1:26.0 3x4 = 3x8 = -sx4 — 2x4 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20147rP12007 CSI. TC 0.42 BC 0.66 WB 0.27 (Matrix-S) DEFL. in (loc) I/deft Lid Vert(LL) -0.12 8-11 >999 240 Vert(TL) -0.34 8-11 >520 180 HOrz(TL) 0.03 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 69 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 2=73510-6-0, 6=651/Mechanical Max Harz 2=187(LC 7) Max Uplift2=-343(LC 8), 6=-286(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1315/637, 34=832/394, 4-5=-808/390, 5-6=-612/294 BOT CHORD 2-8=-553/1210 WEBS 3-8=524/342, 5-8=-254/721 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 Ib uplift at joint 2 and 286 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. .,"% PQIU I N .` �� G E N' - No 68182 r r 't3 r OF 0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date. October 23,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® 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 r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " piTek' 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 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561106 29630 A07 Roof Special 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 0-7-8 1 5-D-15 7.640 s Sep 29 2015 MITEK Industnes, Inc. Fn Ucl z3 14:Uz:U7 20i 5 Page 1 ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5As41J6sUQzzvFKSSYIo UgGbK755E48g8gixqHyQVJvU 4-3.3 1-2-11 2-5-15 2.83 F12 4x4 5x6 = Scale = 124.3 3x4 = 3xB = :1x4 — 9.4-2 13.0-12 i 9.4-2 3-B-10 Plate Offsets (X Y)— 12:0-2-O.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.11 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.31 8-11 >502 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 67 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer sallation guide, REACTIONS. (lb/size) 2=64610-6-0, 7=560/Mechanical Max Horz 2=244(LC 7) Max Uplift2=-302(LC 8), 7=-249(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1068/528, 3-4=572/271, 4-5=-514/311 BOT CHORD 2-8=463/9881 7-8=-157/338 WEBS 3-8=527/358, 5-8=-235/534, 5-7=572/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 249 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 1111111111111 % P4U IN VF�'���i No 68182 • Z. i � •. .r5- r rir_ ..a..aA Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6534 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 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 truss Additional temporary and bracing Welk' building design. Bracing indicated Is to prevent buckling of Individual web and/or chord members only. permanent 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 trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. T7561107 1 29630 A08 Jack -Closed 1 1 Job Reference o i a East Coast Truss, Ft. Pierce, FL 34946 7.640 a Sep 29 2015 MITEK Industries, Inc. Fn Oct 13 14:U2:Uf zui5 rage 1 ID: aYDtbkt_6DgiW7ncC28Rv7yQXh5-4s41J6sUQzzvFKSSYto_UgGW?6_ExOgBgixgHyQ WVU r0-7-8 4-6-3 --1 11-0-12 0.7.8 4-6-3 6-6.9 2.83 12 Scale=1:20.9 1x4 II 4 3x4 = 1x4 i, 5 4x4 = 4-6-3 11.0-12 4-6-3 6-6-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 15.Q Lumber DOL 1.25 BC 0.55 Vert(TL) -0.22 5-6 >604 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014frPI2007 (Matrix-S) Weight: 50 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 Mi7ek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=555/0-6-0, 5=474/Mechanical Max Harz 2=210(LC 8) Max Uplift2=-245(LC 8), 5=-228(LC 8) Max Grav 2=555(LC 1), 5=475(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1041/349 BOT CHORD 2-6=-464/959, 5-6=-469/948 WEBS 3-6=0/267.3-5=964/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chard 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 Ib uplift at joint 2 and 228 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. ,1111111111111jI % P`QUIN VFW i..�� 00 00 No 68182 �(T E O F Joaquin Velez PE No,68182 MITek USA, Inc. FL Cen 6634 6904 Parke East Bivd. Tampa FL 33610 Date: October 23,2015 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. Design valid for use only with Mnekfl 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 Mi 6T ek• 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 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561108 29630 A09 Jack -Closed 1 1 Job Reference (optional East coast Truss, H. Pierce, FL 34945 f,bW s Sep za ZU10 MI I UK muusmes, mu. — — — w:uc.uo — w raW, , ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-72egWSt6BH5mtT1 f6aJ DOupkkPROzWuM URUMjyQ WVT I 4-10.9 8-11-3 _ 4-10.9 4-0-10 Scale = 1:16.8 1x4 II 3 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl LId TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 4-7 >862 240 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.33 4-7 >323 180 BCLL 0.0 " Rep Stress Incr YES WE 0.27 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC20141rP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=418/0-7-12, 4=373/Mechanical Max Horz 1=135(LC 4) Max Uplift 1=-169(LC 4), 4=-192(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=755/371 BOT CHORD 1-4=448/727 WEBS 2-4=752/463 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer s NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 1 and 192 lb uplift at joint 4. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. 1o11111111j1 ,,� PQU I N yFpj �% ,� ........ E N 8 • F� I* No 68182 i _ . F �S6a�fdL 7G'a'M1111 %%14 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Pert 6634 69114 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/012015 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 Sol' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall is to buckling Individual truss only. Additional temporary and bracing MiTek building design. Bracing indicated prevent of web and/or chord members permanent 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 ANSUTPII Quality Criteria, DSB-89 and SCSI BuIlding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qly Ply Snyder Res. nssllos 29630 BOIL Hip Girder 2 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2016 MITek Industries, Inc. rn Oc123 14:u2:ee 2u1 a rage ID:aYDtbkt_6DgiW7ncC2BRv7yQXh5-1 EC3kotlxbDcVdbrgHgSZ5Mr9plliz77bBB2u9yQ WvS r0.7-8 4-0.0 7-0-0 9-rr0 12-0.1 15- -0 TO 0 19-7-8, 0-7-8 40.0 3-a0 r 2-6 0 2-rr0 3-0.0 4.0.0 0.7-B Scale = 1:33.8 44 = 4.00 12 3x4 = 4x4 = 19 20 5 21 22 6 3x6 = 3x8 = 5x5 VJB = 3x8 = 3xe = 7-0-0 e-0-0 -ao LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.24 10-12 >967 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.44 10-12 >522 180 BCLL 0.0 • Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 86 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1520/0-6-0, 8=1520/0-6-0 Max Horz 2=-67(LC 23) Max Uplift2=-719(LC 8), 8=-719(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3653/1717, 3-4=-3466/1618, 4-19=-3313/1581, 19-20=-3313/1581, 5-20=3313/1581, 5-21=-3314/1580, 21-22=-3314/1580, 6-22=-3314/1580, 6-7=3467/1618, 7-8=-3654/1717 BOT CHORD 2-12=-1540/3407, 12-23=-1541/3490, 11-23=1541/3490, 10-11=-1541/3490, 8-10=-1540/3408 WEBS 4-12=-269/723, 6-1 0=-269/723, 3-12=-342/350, 7-1 0=-343/350, 5-12=329/201, 5-10=-328/201 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 719 lb uplift at joint 2 and 719 lb uplift at joint 8. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 164 lb up at 7-0-0, 147 lb down and 164 lb up at 9-0-12, and 147 lb down and 164 lb up at 9-11-4, and 158 lb down and 164 lb up at 12-0-0 on top chord, and 347 lb down and 173 lb up at 7-0-0, 67 lb down and 1 lb up at 9-0-12, and 67 lb down and 1 lb up at 9-11-4, and 347 lb down and 173 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard `1111111U/�I INi GENS••� i No 68182 - - 4ot E OF •�� JoaglHn VbIdY'PENo.68182 MiTek USA, Inc. FL Cert 6534 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 Continued on pAge 2 ® WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ekO 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 6 to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• prevent of 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 trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. nssttos 29630 801G Hip Girder 2 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 r.G4U a Aep Le LU10 MI I ex Inansir—, in, - — — it-- w,u r.U. c ID:aYDlbkl 6DgiW7ncC28Rv7yQXh5-1 EC3kolixbDcVdbrgHgSZ5Mr9plliz77bBB2u9yQWvS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 13-16=-20 Concentrated Loads (lb) Vert: 4=-115(B) 6=-115(B) 11=44(B) 12=347(B) 10=347(B) 20=115(B) 21=-115(B) 23=-44(B) ® WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MffekO 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 verily 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Snyder Res. T7561110 29630 B02 ROOF TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 Mi i ex industries, Inc. rn Oct 20 14;02;10 cu ra rage 1 ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-VQmRx7uNiuLT6nA1D?Lh6JuwTD2NRNNGgowbQbyQWVR 0.7-8 5.5-8 8-B-4 9-6-0 10.3-12, 13-6-8 19-0-0 0-7-B 5-5-8 3.2-12 0-9 12 0.9.12 3 2-12 5 -5-8 Scale = 1:34.4 3x4 = 3x4 = 5 3x4 = 3x4 = B 7 4x4 = 1x4 11 3x8 M18SHS = 1x4 II 4x4 = 5.5.8 a-8-4 9.8-0 10.3.12 13-8.8 19-0.0 5.5-8 3-2.12 0-9-1 0 1 3-2-12 5.5.8 Plate Offsets (X Y)- i2.0-2-6 Edoel l5.0-2-0 0-2-131 i6.0-2-0 0-2-131 l8.0-0-0 0-0-01 19:0-2-6 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.37 11-13 >618 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.84 11-13 >270 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.47 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Attic -0.24 11-13 419 360 Weight:71 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 2=941/0-6-0, 9=941/0-6-0 Max Horz 2=-82(LC 6) Max Uplift2=-393(LC 8), 9=-393(LC 8) Max Grav 2=973(LC 16), 9=973(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1893/581. 3-4=1715/615, 4-5=64/636, 5-6=-73/681, 6-7=-64/636, 7-8=1715/615, 8-9=-1893/581 BOT CHORD 2-13=-444/1707, 12-13=-444/1707, 11-12=444/1707, 9-11=-444/1707 WEBS 3-13=01350, 8-11=0/350, 4-7=-2382/720 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-7 9) Bottom chard live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2 and 393 lb uplift at joint 9. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/z gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ���T,krurrr���� o' PQU IN VFW ' 1a,,� No 68182 i� •. . .,{rr- ter_ � �� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Pert 6634 6904 Parke East Blvd, Tampa FL 33610. Date: October 23,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. 1010372015 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 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/TPIT 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 33610 Job Truss Truss Type Qty, Ply Snyder Res. 1 T7561111 29630 B03G Hip Girder 1 1 ob e e ence o do al East Coast Truss, Ft. Pierce, FL 34946 7-8' 5-0-0 4.00 F12 4x4 = 7.640 s Sep zs zuto Mi I ex ID:aYDtbkt 6DgW7ncC2BRv7yQXh5-zdKp9T 9-6-0 F T4-0.0 , 4-6-0 4-6-0 r 48 = 1x4 II 48 = 3 18 19 20 4 2122 23 5 24 ' za zt - Z0 s za - au a7 1x4 II 3x8 = 4x4 = 1x4 II Inc. nn Out 23 4:02: 1 2016 r 5.0.0 - 5.0.0 9-8-0 14-0.0 19-0.0 5-0.0 4-8-0 4-6-0 - 5-0-0 Plate Offsets (X•Y)— 13:0-5-4 0-2-01 15:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 15.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr NO WB 0.39 BCDL 10.0 Cade FBC20141TP12007 (Matrix-M) Scale = 1:33.8 44 = DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.2510-11 >897 240 MT20 244/190 Vert(TL) -0.43 10-11 >530 180 Horz(TL) 0.09 6 n/a n/a 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=1200/0-6-0, 6=1271/0-6-0 Max Horz 2=50(LC 7) Max Uplift2=-604(LC 8), 6=-720(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2716/1329, 3-18=-3424/1762, 18-19=-3424/1762, 19-20=-3424/1762, 4-20=-3424/1762, 4-21=-3424/1762, 21-22=3424/1762, 22-23=-3424/1762, 5-23=-3424/1762, 5-24=-2700/1454, 24-25=-2711/1437, 6-25=-2758/1436 BOT CHORD 2-11=-1163/2523, 11-26=-1162/2537, 26-27=1162/2537, 10-27=-1162/2537, 10-28=-1290/2592, 9-28=-1290/2592, 9-29=-1290/2592, 8-29=-1290/2592, 8-30=-1280/2570, 30-31 =-1 28012570, 6-31 =-1 280/2570 WEBS 3-11=0/260,3-10=-539/1029,4-10=-514/352,5-10=-381/922,5-8=-116/292 Weight: 79 lb FT = 0% Structural wood sheathing directly applied or 2-6-11 oc purlins Rigid ceiling directly applied or 4-10-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 604 lb uplift at joint 2 and 720 lb uplift at joint 6. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 124 lb up at 5-0-0, 129 lb down and 124 lb up at 6-11-4, 118 lb down and 124 lb up at 8-11-4, 129 lb down and 124 lb up at 10-11-4. 129 lb down and 124 lb up at 12-11-4, and 61 lb down and 62 lb up at 14-11-4, and 79 lb down and 81 lb up at 15-11-4 on top chord, and 90 lb down and 59 lb up at 5-0-0, 37 lb down and 20 lb up at 6-11-4, 37 lb down and 20 lb up at 8-11-4. 37 lb down and 20 lb up at 10-11-4. 37 lb down and 20 lb up at 12-11-4, and 127 lb down and 86 lb up at 14-11-4, and 159 lb down and 160 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ,�1111111/1f1 ,%�OPpU 1 N J VFW . ' c�•NS- • �i Z. No 68182 � r � r � r OF _ 44/ i It;/ — —III.— Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 Continued on Pacie 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MIT&D connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Mat a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Is to buckring individual truss members only. Additional temporary and bracing MITOW building design. Bracing Indicated prevent of web and/or chord permanent 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 trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Salety informaflon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. nsst 111 29630 B03G Hip Girder 1 1 Job Re ere ce (optional East Coast Truss, Ft. Pierce, FL 34945 y.b4u s Sep 2u 2ui o mi I eK maustnes, m0, r-n uct Ls 79:uz;l1 Gino regu t I D: aYDtbkt_6Dgi W 7ncC28 Rv7yQXh5-zdKp9Tv7TCTKkxlD nitwe W R9idOgAroQ2Sg8z2yQ WvQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=-70, 5-7=-70, 12-15=-20 Concentrated Loads (lb) Vert: 3=-60(F) 11=-76(F) 18=60(17) 20=-60(F) 22=-60(F) 23=60(17) 24=37(F) 25=8(F) 26=-30(F) 27=30(F) 28=-30(F) 29=-30(F) 30=127(F) 31=94(1`) ® wARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 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 vedPy, 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 ParkeEast 6804 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, Pa, 33610 Informatlon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Snyder Res. T7561112 29630 Col Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 r.b4u s sep z9 zuio ivi i eK mousmes, mc. Fn 0cr 25 i4:u2J2 co io raya i ID:aYDtbkt 6DgiW7ncC28Rv7yQXh5-RpuBMpwdEWoBM5KQLQ09BkzSoOrMvL6ZH6PiVUyQWvP -0-7-8 4-11-0 6-0-0 8-9-0 10-9-0 12-7-0 17-6-0 18-1-81 0 7-8 4-11-0 1-10-0 2-D-0 2-0-0 1-10-0 4-11-0 0-7-8 Scale=1:30.8 6 4x4 = 3.00 12 3x4 = 1x4 II 3x8 = 3x4 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 15.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=831/4-4-0, 8=831/0-4-0 Max Horz 2=-52(LC 5) Max Uplift2=-389(LC 8), 8=-389(LC 8) DEFL, in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.13 10-12 >999 240 MT20 2441190 Vert(TL) -0.25 10-12 >825 180 Horz(TL) 0.06 8 n/a n/a Weight: 75 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 14, 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2034/887, 3-4=-1518/675, 4-5=1499/695, 5-6=-1499/695, 6-7=-1518/675, 7-8=2034/887 BOT CHORD 2-13=-792/1939, 12-13=-787/1942, 11-12=-787/1942, 10-11=-787/1942, 8-10=792/1939 WEBS 5-12=-176/479, 12-15=-576/290, 7-15=-556/279, 3-14=-556/276, 12-14=-576/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 389 lb uplift at joint 2 and 389 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. ,tti1114I1r/11't,I % UIN VF<c� J'. pp:� it No 68182 ~ r r • E OF •�� r � MiUk Lf8 rfic. FL Celt 6534 6904 Parke East Blvd. Tampa FL 33610 Date: October 23,2015 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use any 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 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 stab0ity 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 33610 Job Truss Truss Type Qty Ply Snyder Res. nssln3 29630 CO2 Common 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 23 14:02:13 2015 Page 1 ID:aYDtbkt_6DgiW7ncC28Rv7yQXh5-v7SZZ9wF7pj2zFvcv7vOjxWcWQ7jekm iW19F1wyQWvO -0-7-8 4-2-0 4.11-0 8-9-0 13-4-0 17-6.0 _ 1u1J r0-7-8 4-2-0 0.9.0 3-10-0 4-7-0 4.2.0 G-7-8 Scale=1:30.8 6 4x4 = 3.00 12 3x4 = 10 3x4 = 3x4 = 3x4 = 3x4 = Id LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.15 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.42 8-10 >382 180 BCLL 0.0 Rep Stress incr YES WE 0.49 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 72 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer InEliffli2lioa ggide, REACTIONS. (lb/size) 2=101/0-4-0, 10=944/0-4-0, 6=618/0-4-0 Max Horz 2=52(LC 4) Max Uplift2=-102(LC 4), 10=-380(LC 8), 6=303(1_C 8) Max Grav 2=130(LC 17), 10=944(LC 1), 6=618(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=107/295, 3-4=-40/295, 4-5=1482/664, 5-6=1474/596 BOT CHORD 2-10=-251/155, 9-10=-239/614, 8-9=239/614, 6-8=-519/1403 WEBS 3-10=-327/231, 4-10=-961/430, 4-8=327/908, 5-8=-258/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 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 102 lb uplift at joint 2, 380 lb uplift at joint 10 and 303 lb uplift at joint 6. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom Chord. �o,,t1u11ill� PQUIN VF�,��ii No 68182 � r �F{TE OF • i Date: October 23,2015 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use any with MTek® 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 temporaryand permanent bracing MiTek is always required for stability and to prevent coUapse wlth 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 33610 Job Truss Truss Type Qty Ply SnydarRes. n s6111a 29630 D01 Common Supported Gable 1 1 Job Beference io a East Coast Truss, Ft. Pierce, FL 34946 7.640 s Sep 29 2015 MiTek Industries, Inc. Fri Oct 23 14:02:13 2015 Page 1 ID:aYDtbkt_6Dgi 7ncC28Rv7yQXh5-v7SZZ9wF9pj2zFvcv7vOjxWcwQF9egPiWl9F1wyQWv0 r-0-7-8 6-9-0 13-8-0 1 14-1-8 , 0-7-8 6-9.0 B-9.0 Scale: 12"=1' 6 4x4 = 3.00 12 11 10 9 8 3x4 = 1x4 II 1x4 II 3x4 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 7 n/r 90 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.02 7 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix) Wind(ILL) 0.00 6 n/r 120 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-6-0. (lb) - Max Harz 2=41(LC 4) Max Uplift All uplift 100 lb or less at Joint(s) 10 except 2=-130(LC 8). 11=-210(LC 8), 8=-210(LC 8), 6=-130(LC 8) Max Grav All reactions 250 lb or less atJoint(s) 2, 10, 6 except 11=455(LC 1), 8=455(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-330/221, 5-8=330/221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 Do. 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.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=130, 11=210, 8=210, 6=130. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ]d ,11111 u 1 r;t llll� ,�,,�� PQu I N vF< • ,� J� •GEMS. �� ♦♦001, • No 68182 r r�• % :XZ E OF 1111/11111111� Joaquin Velez PE 6 187 � ® ® WARNING - Verify design paramafers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not M E. 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/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 33610 PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. FIN Apply plates to both sides of truss and fully embed teeth. 0-r!ib' For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated 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) BOTTOM CHORDS .5 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 Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safe$ tes Failure to Follow Could Cause Prev Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See Bc-% 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces thems 411 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/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 197 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 responsibifity 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. 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.