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HomeMy WebLinkAboutTRUSS PAPERWORK - 2Job Truss Truss Type Qty Ply Klein Guest House T14907953 J36506 ZCJ5A JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, I Ft. Pierce, FL 34946 5 2x3 11 5-0-0 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:25:58 2018 Page 1 ID:wrAkBNLdW3dys_SJEG1 IHzO3nP-b3_GghzzYAbcMAiXOcX15CBDUVi1 pj7pf9dlukyl?u7 Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1S lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=32/Mechanical, 4=-12/Mechanical, 5=376/0-8-0 Max Horz 5=178(LC 8) Max Uplift 3=-69(LC 5), 4=-12(LC 1), 5=-451(LC 8) Max Grav 3=61(LC 13). 4=41(LC 8), 5=376(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-241/334 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 69 lb uplift at joint 3, 12 lb uplift at joint 4 and 451 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 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 0 0�f11111//j� i No 58126 cc X O'. O FAl //111111 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 WARNING - Verify design parameters and READ NOTES ON TNIS'AND INCLUDED MITEK REFERENCE 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 verify the applicability of design parameters and property incorporate this design into the overall MiTek' 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 ANSIrrPl1 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 35610 Jab Truss Truss Type Qty Ply Klein Guest House T14907954 J36506 ZCJ58 JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:25:59 2018 Page 1 ID:wrAkBNLd W3dyS_S_jEG1 I Hz03nP-3FXeu 1 _bJTjT_KHjaJ2_ePkKgV WXY6mytpNrQAyl?u6 5-0-0 5-0-0 2x4 = 4 3 3x6 I I PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:14.9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.70 BC 0.84 WB 0.15 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.00 4 n/r 120 0.01 3 n/r 120 0.00 n/a n/a PLATES GRIP MT20 244/190 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 REACTIONS. (lb/size) 4=401/Mechanical, 2=-0/Mechanical Max Harz 4=805(LC 8), 2=-624(LC 8) Max Uplift 4=-633(LC 8) Max Grav 4=401(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=800/538 BOT CHORD 1-4=-459/825 WEBS 2-4=-331/487 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; ►►►/�� Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 `,�11I►! 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the the fabricator to increase G E N •'•. 9iL �i responsibility of plate sizes to account for these factors. ��� Q� ••• \ S �• �� 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 •� No 58126 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 633 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 1/2" gypsum cc Z Oho'• O F be lo •: �� sheetrock applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. � �0j� S • O R P' CAN % Eo ,% v Al� °►►►►i1itnn Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 GL`_1 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312016 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 Sal' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A'Tel�° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !V I 1 fi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907955 J36506 ZCJ7 JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:25:59 2018 Page 1 ID:wrAkBNLdW3dys_SJEG11HzO3nP-3FXeu1_bJTj-rKHjaJ2_ePkKRv2CY71ytpNrQAyl?u6 2-M 4-4-0 Scale=1:18.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.14 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=61/Mechanical, 5=452/0-8-0, 4=43/Mechanical Max Horz 5=251(LC 8) Max Uplift 3=-138(LC 8), 5=-508(LC 8) Max Grav 3=113(LC 13), 5=452(LC 1), 4=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-441/508 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 138 lb uplift at joint 3 and 508 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 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ,,��01111111/�O�I i No 58126 l i 0 F 44// If 'I'/Ie1I111/,�` Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pJoTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSBA9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply Klein Guest House T14907956 J36506 ZCJ7A JACK -OPEN 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x3 11 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:00 2018 Page 1 ID:wrAkBNLdW3dys_S_jEG11Hz03nP-XS515N?D4nrKbUsw8laDAdGXPlOcHbO66T6Pyryl?u5 7-0-0 7-0-0 Scale=1:20.0 2-0-0 -4-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 24 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 2x6 SP No.2 REACTIONS. (lb/size) 3=105/Mechanical, 4=3 1 /Mechanical, 5=419/0-8-0 Max Horz 5=251(LC 8) Max Uplift 3=-170(LC 8), 4=-1(LC 5), 5=-451(LC 8) Max Grav 3=128(LC 13), 4=70(LC 3), 5=419(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/62 BOT CHORD 1-5=-43/251 WEBS 2-5=-313/454 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. Il; E:xp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 10.0 bottom live load ,0,►E 1, f f i llll. rR fl a psf chord 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 �� P J , O s F� io will fit between the bottom e� • • , , ... E NS ' • '9jL% chard and any other members. 6) eee Q`Z` . • G iCe'• Refer to girder(s) for truss to truss connections. •• i.0 7) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 3, 1 lb uplift at joint 4 No 58126 and 451 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural be directly to :• •: * wood sheathing applied the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ;, 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. „ 0 11 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: August 23,2018 w WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII 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 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 A��1.tC' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7V y 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply Klein Guest House T14907957 J36506 ZCJ7B Jack -Open 1 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:01 2018 Page 1 ID:wrAkBNLdW3dys_SJEG1 IHzO3nP-?efPljOrr5zBDeR6ik5Sjgpj?ikyO?l FL7syV3yl?u4 3-8-8 7-M 3-8-8 3-3-8 4x4 11 ixv 5 4 5x5 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 3 8 8 6-5-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 4 >688 240 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.00 4 >803 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 `Except* 3-5: 2x6 SP No.2 REACTIONS. (lb/size) 5=561/0-8-0, 3=0/Mechanical Max Horz 5=1124(LC 8), 3=-871(LC 8) Max Uplift 5=-885(LC 8) Max Grav 5=561(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/340, 2-3=-1033/713 BOT CHORD 1-6=-269/486, 5-6=-269/486 WEBS 3-5=-343/487, 2-5=-420/753 NOTES - Scale = 1:21.5 PLATES GRIP MT20 244/190 Weight: 34 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl.,, GCpi=0.18; MWFRS (directional); cantilever leftand 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 885 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 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. �,,,�1111111►/��', .`% J . O ' �• do No 58126 0 i0�..r �� A It Philip J. O'Regan PE No.58126 MiTek USA, Inc. FIL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 [>� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE 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, note• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �T®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pVp fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907958 J36506 ZCJ7C JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:01 2018 Page 1 ID:wrAkBNLdW3dys_S_jEG1 IHz03nP-?efPljOrr5zBDeR6ik5SjgpivilFO1 yFL7syV3yl?u4 2-84) 210,1 7-M 2-8-0 0-2-1 4-1-15 6 5x6 = 0 2-0-0 0-8-0 0-2- 2-M 2-1-15 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 10.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except` 2-6: 2x8 SP No.2 REACTIONS. (lb/size) 3=102/Mechanical, 6=471/0-8-0, 4=-17/Mechanical Max Horz 6=252(LC 8) Max Uplift 3=151(LC 8). 6=-541(LC 8). 4=-17(LC 1) Max Grav 3=115(LC 13), 6=471(LC 1), 4=61(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/184 BOT CHORD 1-6=-124/259 WEBS 2-6=-471/558, 2-5=-172/265 DEFL. in (loc) I/deft Ud Vert(LL) -0.03 5 >999 240 Vert(CT) -0.03 5 >999 180 Horz(CT) 0.02 3 n/a n/a Scale=1:20.0 0 0 N PLATES GRIP MT20 244/190 Weight: 28 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3, 541 lb uplift at joint 6 and 17 lb uplift at joint 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. �,00�►111111/II�I i No 58126 v :O S F W OR 10 N ALIiIII1 Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 gn� y�� �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 9Y9 �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 ANSIRP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907959 J36506 ZCJ9A JACK -OPEN 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:02 2018 Page 1 ID:wrAkBN Ld W3dys_S_jEG1 IHzO3nP-TgDnW3OTcO52ro01FSch F2Msh66clUQPZnbV1 Vyl?u3 q LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 2-8-0 2-2-1 4-1-15 n 0 0 ` 7 5x6 = 2.50 12 Scale = 1:23.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.30 6 >254 240 MT20 244/190 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.26 6 >291 180 Rep Stress Incr YES WB 0.09 Horz(CT) -0.16 4 n/a n/a Code FBC2017/TP12014 Matrix -AS Weight: 36 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=164/Mechanical, 7=510/0-8-0, 5=41/Mechanical Max Horz 7=323(LC 8) Max Uplift 4=-249(LC 8), 7=-530(LC 8) Max Grav 4=206(LC 13). 7=51O(LC 1), 5=82(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/192 BOT CHORD 1-7=-132/267 WEBS 2-7=-434/488 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 checkedl 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 249 lb uplift at joint 4 and 530 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 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. .. O . V F o� No 58126 CC: :�' ST F .'<U: .,osS�01U A® Philip J. O'Regan PE No.58126 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 �idiTek� 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907960 J36506 zCJ9B JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 29 2018 MiTek Industries, Inc. Thu Aug 23 12:32:34 2018 Page 1 ID:wrAkBNLdW3dys_S_jEG1IHz03nP-gXzOEZfShUsysvTKUrj2pXoLmUFHZ4ltLxgEUSyI_1 R 7-1-0 9-0-0 7-1-0 1-11-0 3x4 11 Scale = 1:24.8 �w 1x4 II 8 6x8 = 2.50 12 6-5-0 7-1-0 8-11-4 9 0 6-5-0 0-8-0 1-104 0- -12 Plate Offsets (X.Y)-- r4:0-2-4 0-1-81 17:0-2-5.0-1-81 r8:0-1-4 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 50 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 3-8: 2x6 SP No.2 REACTIONS. (lb/size) 5=0/Mechanical, 8=717/0-8-0, 8=717/0-8-0 Max Horz 5=-646(LC 8), 8=991(LC 8), 8=-498(LC 1) Max Uplift 8=-1140(LC 8) Max Grav 8=717(LC 1), 8=717(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-498/360, 2-3=-1075/741, 3-4=-752/564, 4-5=-597/459 BOT CHORD 1-9=-288/516, 8-9=-288/516, 7-8=-203/267 WEBS 3-8=-455/645, 3-7=-456/330, 4-7=-284/379, 2-9=-263/173, 2-8=-415/754 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 9DDDIIIIB►�II 2) As requested„plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility the fabricator to increase of plate sizes to account for these factors. %�``,� 3) Plates checked for a plus or minus 0 degree rotation about its center. �� �• C E N '9 ei 4) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� Q .•��,� S��'. �e 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. No 58126 •� 6) Refer to girder(s) for truss to truss connections. 4 * ;' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1140 lb uplift at joint 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum o sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always ®� •,a S F (V required. i p . �sS��N A Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 1010312015 rev. 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 incorporate ! �• parameters and properly 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 p A�°P�k• 6Y9 6 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907961 J36506 ZCJ11A JACK -OPEN 1 1 Job Reference (optional) East Coast I cuss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:25:52 2018 Page 1 ID:wrAkBNLdW3dys_SJEGtlHz03nP-mvc?QevCzKgTeFFNgLQLnaEl4hvPx4xGDAzg4yi?uD 011 2-8-0 4-2-1 4-1-15 3X4 8 5x6 = 2.50 12 i 2-0-0 1 2-8-0 6-10-1 11-0-0 2-0-0 0-8-0 4-2-1 4115 Scale=1:26.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 51 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 *Except 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 4=93/Mechanical, 8=579/0-8-0, 5=203/Mechanical Max Horz 8=395(LC 8) Max Uplift 4=-137(LC 8), 8=-566(LC 8). 5=-193(LC 8) Max Grav 4=97(LC 13), 8=579(LC 1), 5=238(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-291/173, 2-3=-436/187 BOT CHORD 1-8=-118/283, 6-7=-393/388 WEBS 2-8=-467/527, 2-7=-391/541, 3-6=-444/449 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 noncwncurrent 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 137 lb uplift at joint 4, 566 lb uplift at joint 8 and 193 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 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 00 s No 58126 CC OR e8,1111� N A® Philip J. O'Regan PE No-58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 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 fl A�T�IF`s• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 9 VA 6 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907962 J36506 ZCJ11 B JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:25:53 2018 Page 1 I D:wrAkBNLdW3dys_SJEGI lHz03nP-E5ANd_vgkdzJGPgZE3yaO8UPHU 1 x8MK4VtwXD Wy17uC 7-1-0 1 3-11-0 1x4 II sxq — 1x4 I 8 5x10 = 2.50 12 Scale=1:28.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.03 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 58lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-8: 2x6 SP No.2 REACTIONS. (lb/size) 5=-212/Mechanical, 8=1243/0-8-0, 6=-155/Mechanical Max Horz 8=445(LC 8) Max Uplift 5=-294(LC 16), 8=-1761(LC 8), 6=-173(LC 3) Max Grav 5=193(LC 8), 8=1243(LC 1), 6=166(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-510/365, 2-3=-1045/729 BOT CHORD 1-9=-292/528, 8-9=-292/528, 7-8=-732/839 WEBS 3-7=-981/824, 3-8=-875/1114, 4-7=-430/387, 2-8=-393/702 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left 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 294 lb uplift at joint 5, 1761 lb uplift at joint 8 and 173 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 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING - Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 ANSII PII quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1`011111111/t"e No 58126 OF 441- Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907963 J36506 ZEJ9 JACK -OPEN 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:07 2018 Page 1 I D:wrAkB N LdW3dys_SJEG 1 I Hz03n P-q oOgZm4cRxjKxZu G2?Csy53i C7n aQlb8j2JGi iyl?u_ 4-8-2 9-0-0 4-8-2 4-3-14 0 m 16 2x3 11 Scale=1:24.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.12 4-5 >642 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.16 4-5 >489 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 34 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 *Except* 2-6: 2x6 SP No.2 REACTIONS. (lb/size) 3=169/Mechanical, 4=62/Mechanical, 6=485/0-8-0 Max Horz 6=323(LC 8) Max Uplift 3=-247(LC 8), 4=-16(LC 5), 6=-483(LC 8) Max Grav 3=185(LC 13), 4=107(LC 3), 6=485(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-288/156 WEBS 2-5=-166/308, 2-6=-403/439 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 247 lb uplift at joint 3, 16 lb uplift at joint 4 and 483 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 1/2" gypsum sheetrcck be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. o�t�'�r�rrrr��s 3. 0''4F,���i i No 58126 OF :�<t/ 40 N A` 0e� fill I Philip J. O'Regan PE No.58126 MiTek USA, Inc. R- Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/07/2015 BEFORE USE. X a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overallbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 7t V Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not l.• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7 V1 li fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907964 J36506 ZEJ9A JACK -OPEN 1 1 Job Reference (optional) East u0ast t russ, t-1. rierce, t-L a4B4e 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:07 2018 Page 1 I D:wrAkBNLdW3dys_SJEG1 IHz03nP-goOgZm4cRxjKxZuG2?Csy53jH7oRQlo8j2JGiiyl?u_ 2-8-0 6-4-0 Scale=1:23.0 2-0-0 i 2-8-0 i 4-8-0 9-0-0 2-0-0 0-8-0 2-0-0 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.10 4-5 >789 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.14 4-5 >534 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 34 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 *Except* 2-6: 2x6 SP No.2 REACTIONS. (lb/size) 3=1 61 /Mechanical, 6=510/0-8-0, 4=44/Mechanical Max Horz 6=323(LC 8) Max Uplift 3=-238(LC 8), 6=530(LC 8), 4=10(LC 5) Max Grav 3=178(LC 13). 6=51 O(LC 1), 4=93(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-467/543 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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. ' I I I I I II��s 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 fit between the bottom lwI Q , 0, will chord and any other members. `��® % \ ° �'9j,�% 6) Refer to girder(s) for truss to truss connections. 7) Provide Q�\; • � G•E N S; ' • •'• mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 3, 530 lb uplift at F l(�� joint 6 and 10 lb uplift at joint 4. N 0 58126 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. * •: 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. _a AllP • �w v°°1Ses;O E � N �e .a? j 1; Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 is always required for stability and to 6. A�4®9�• prevent collapse with possible personal injury and property damage. For general guidance regarding the 7V i 7 IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907965 J36506 ZEJ9B Jack -Open 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:08 2018 Page 1 ID:wrAkBNLd W3dys_SJEG1 I Hz03nP-I_a2n65ECErBZ/TScij5VIctAX4U9C4Hyi2gD9yl?tz 2-2-12 7-0-0 2-2-12 4-9-4 2x4 11 ro or N Scale = 1:23.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 4-5 >246 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.27 4-5 >294 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) -0.15 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 29 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-6: 2x6 SP No.2 REACTIONS. (lb/size) 6=268/0-8-0, 3=171/Mechanical, 4=97/Mechanical Max Horz 6=242(LC 8) Max Uplift 6=-135(LC 8), 3=-247(LC 8), 4=-64(LC 8) Max Grav 6=268(LC 1), 3=181(LC 13), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 1-5=-43/254 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 6, 247 lb uplift at joint 3 and 64 lb uplift at joint 4. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. `�0®p®IIIIIdI/ICI ��� s No 58126 s �'. O F .: �441` 8fIB11► Philip J. O'Regan PE No.58126 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 �A�° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M!TAi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907966 J36506 ZEJ12 JACK -CLOSED 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:03 2018 Page 1 ID:wrAkBNLdW3dys_S_jEG11Hz03nP-xOn9jPl5NiDvSxbUp97woFu6nWSbUvGYoRL3Zxyl?u2 2-8-0 7-4-14 12-5-4 2.8-0 4-8-14 5-0-6 2x4 11 4 5 3x4 = 8 5x6 = Scale: 3/8"=l' 2:1-0 2-0-0 12-8-0 0-8-0 7A-14 4-8-14 12-5-0 5-M Plate Offsets (X.Y)-- 16:0-1-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 62 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 6=367/Mechanical, 8=622/0-8-0 Max Horz 8=455(LC 8) Max Uplift 6=-432(LC 8), 8=-580(LC 8) Max Grav 6=401(LC 13), 8=622(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/152, 2-3=-550/255 BOT CHORD 1-8=-97/263, 6-7=-518/518 WEBS 2-7=-432/631, 3-6=-483/486, 2-8=-506/559 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 Ib uplift at joint 6 and 580 Ito uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. e,,��lllllll/I��I ` �- e i No 58126 :• O F : 4U v A� Philip J. O'Regan PE ND.58126 Mi fek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-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 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 61 A�S'�A.9i' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6V9 i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907967 J36506 ZEJ12A JACK -CLOSED 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:05 2018 Page 1 ID:wrAkBNLd W3dys_SJEG 1 I Hz03nP-uPvw843MvJTciFktxagOtg_SgJBpypgrGkgAegyl?uO 6-9-1 10-10-2 12-5-4 211 ' 4-1-1 4-1-1 1-7-2 3x4 2-0-0 2-8-0 6-9-1 10-10-2 ... .�.. LOADING (psD SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 10.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr YES WB 0.25 BCDL 10.0 Code FBC2017fTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 7=367/Mechanical, 10=622/0-8-0 Max Horz 10=455(LC 8) Max Uplift 7=-432(LC 8), 10=-580(LC 8) Max Grav 7=401(LC 13), 10=622(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-294/174, 2-3=-545/249, 5-7=-386/419 BOT CHORD 1-1 0=-1 21/288, 9-10=-259/103, 8-9=-522/518 WEBS 2-9=-461/646, 3-8=-346/353, 4-8=-210/302, 5-8=-499/485, 2-10=-504/544 DEFL. in (loc) I/defi L/d Vert(LL) 0.02 8-9 >999 240 Vert(CT) -0.02 8-9 >999 180 Horz(CT) -0.01 7 n/a n/a Scale=1:31.7 V o6 A PLATES GRIP MT20 244/190 Weight: 69 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 432 lb uplift at joint 7 and 580 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. t, iiu e l lll��� No 58126 OF 441, e s/0 N A` �� /111111 Philip J. O'Regan PE No.58126 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7477 rev. 1010312015 BEFORE USE. R � Design valid for use only with MTekS 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 p� �iTe K•, 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 fVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 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 36610 Job Truss Truss Type City Ply Klein Guest House T14907968 J36506 ZEJ12B JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:06 2018 Page 1 ID:wrAkBNLd W3dys_S_jEG1 I Hz03n P-MbS]MQ3_gdbTJPJ3UHhdQu Wa4jSUhGU_UOZjAGyl?u? 2-8-0 8-10-2 12-5-4 2-8-0 6-2-2 3-7-2 1x4 4 3x4 = 9 5x6 = 2.50 F12 Scale: 3/8"=1' 2-0-0 0-8-0 6-2-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.09 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 64 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 *Except* 2-9: 2x6 SP No.2 REACTIONS. (lb/size) 9=623/0-8-0, 7=361/Mechanical Max Horz 9=447(LC 8) Max Uplift 9=-586(LC 8), 7=-405(LC 8) Max Grav 9=623(LC 1), 7=398(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/208 BOT CHORD 8-9=-264/191, 7-8=-417/405 WEBS 2-9=-518/634, 2-8=-260/477, 3-7=-517/531 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 live load 20.Opsf bottom 111111111111111 a of on the 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. i� p �, 0'�/�, ., F� o0 5) Refer to girder(s) for truss to truss connections. `® • • , , ,�, Q�` , • G E jV g • • 9jL% �••. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift at joint 9 and 405 lb uplift at o •' �� joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 58126 ; * �� •: * °; �• 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. C • O:• OF :�141� o.O, ,• 0 R % � 111111111111110% Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II-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 A �`G'�Alie° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iV9 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII 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 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907969 J36506 ZHJ13 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:09 2018 Page 1 ID:wrAkBNLdW3dys_SJEG1 IHz03nP-mA8Q_s6syy_2As2eAQEK1 W82kxTyucrRAMoNmbyl?ty 6-7-8 7-9-14 12-8-0 6-7-8 1-2-5 4-10-2 Scale = 1:24.9 3x4 11 4x4 = 3x6 =5 2x4 I I i 2-9-3 "-3-4 7-9-14 12-8-0 2-9-3 0 6-0 4-6-10 4-10-2 Plate Offsets (X Y)— f4:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 63 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8: 2x8 SP No.2 REACTIONS. (lb/size) 4=132/Mechanical, 6=212/Mechanical, 8=805/0-10-5 Max Harz 8=316(LC 8) Max Uplift 4=-208(LC 8), 6=-179(LC 8). 8=-891(LC 8) Max Grav 4=132(LC 1), 6=321(LC 22), 8=805(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-692/467, 2-3=-588/203 BOT CHORD 1-8=-409/683, 7-8=-409/368, 6-7=-367/516 WEBS 3-6=-556/384, 2-7=-750/811, 2-8=-651/749 NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 10.0 bottom live load `0®g111181!!!�s 11 a psf chord 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 `�i� p Q'� E`� e will fit between the bottom chord and any other members. `� ��,�• .... G E N S+ *• '9j�% 5) Refer to for truss to truss ,e�Q.• •� F°••, 0 girder(s) connections. ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4, 179 lb uplift at •s No 58126 joint 6 and 891 lb uplift at joint 8. • �' •� 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 79 lb up at 7-0-14, 171 lb down and 79 lb up at 7-0-14, and 194 lb down and 196 lb up at 9-10-13, and 194 lb down and 196 lb up at 9-10-13 on top chord, and 51 lb down and 148 lb up at 1-4-15, 51 lb down and 148 lb up at 1-4-15, 41 lb down and 16 lb up at 7-0-14, 41 lb down 16 lb 7-0-14, 44 lb down 14 lb : OF and up at and and up at 9-10-13, and 44 lb down and 14 lb up at 9-10-13 on bottom chord. The design/selection of such connection device(s) is the ; T• Q responsibility of others. 9) Warning: Additional ,o ••• •� O R } vas' permanent and stability bracing for truss system (not part of this component design) is always required. s • •, ° ° •� • 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Philip J. VRegan PE No.58126 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-4=-60, 5-9=-20 6904 Parke East Blvd. Tampa FL 33610 Date: Auqust 23,2018 ColJttptled.or�,Rao WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312016 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 vedfy 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 1�� i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrfPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907969 J36506 ZHJ13 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) tast toast 1 fuss, 1-t. tierce, I-L 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:09 2018 Page 2 ID:wrAkBNLd1IV3dys_SJEG1 lHz03nP-mA8Q_S6syY_2As2eAQEKl W82kxTyucrRAMoNmbyl?ty LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-41(F=-21, B=-21) 14=-103(F=-51, B=-51) 16=-7(F=-4, B=-4) . „ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. f0/0312015 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 11 Fl is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mii Te1�C6• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrfPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907970 J36506 ZHJ13A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:10 2018 Page 1 ID:wrAkBNLdW3dys_S_jEG1lHz03nP-ENioBo6Ujs6voOdrj7lZajhGeKo8dI EaPDXwllyl?tx 3-7-12 8-0-2 12-M 3-7-12 4-4-6 4-7-14 3x4 11 8 5x6 2-9-3 3-7-12 8-0-2 1 -8-0 Scale = 1:24.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 59 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* BOT CHORD 2-8: 2x8 SP No.2 REACTIONS. (lb/size) 4=119/Mechanical, 6=116/Mechanical, 8=757/0-10-9 Max Harz 8=316(LC 8) Max Uplift 4=-162(LC 8), 6=-141(LC 8), 8=-1003(LC 8) Max Grav 4=142(LC 31), 6=298(LC 22), 8=757(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-746/564, 2-3=-736/242 BOT CHORD 1-8=-500/728, 7-8=-672/655, 6-7=-405/626 WEBS 2-8=-580/814, 2-7=-1048/957, 3-7=-120/315, 3-6=-595/381 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-2-1 oc bracing: 6-7. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 162 lb uplift at joint 4, 141 lb uplift at joint 6 and 1003 lb uplift at joint 8. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 150 lb up at 7-0-14, 193 Ib down and 150 lb up at 7-0-14, and 209 lb down and 152 lb up at 9-10-13, and 209 lb down and 152 lb up at 9-10-13 on top chord, and 51 lb down and 148 lb up at 1-4-15, 51 lb down and 148 lb up at 1-4-15, 11 lb down at 7-0-14, 11 lb down at 7-0-14, and 31 lb down at 9-10-13, and 31 lb down at 9-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 8-9=-20, 5-8=-20 ZA WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-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 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/rPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 11111111lfIt ' No 58126 O•.• O F 0,��' . C p Rip. I, �0 0 ellii A` 1'� Philip J. D'Regan PE No.58126 MITek USA, Inc. FL Cert 66M 6904 Parke East Blvd, Tampa FL 33610 Date: August 23,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907970 J36506 ZHJ13A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East coast Truss, ht. Fierce, I-L 3494tr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=137(F=69, B=69) 14=-103(F=51, B=-51) 16=29(1`=-14, B=-14) 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:10 2018 Page 2 ID:wrAkBNLdW3dys_SJEG1lHz03nP-ENioBo6Ujs6voOdrj7lZajhGeKoBd1 EaPDXwllyl?tx ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.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 tt A �4`y9e' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r V8 G 1\ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907971 J36506 ZHJ17 DIAGONAL HIP GIRDER 1 2 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:11 2018 Page 1 ID:wrAkBNLdMdys_SJEGI lHz03nP-iZGBP876U9EmQAC1 HrGo7xDQok7KMSzkegHUgUyl?tw 5-3-12 9-8-14 134-9 17-3-12 5-3-12 4-5-3 3-7-11 3-11-3 3x4 10 2x4 I 7x12 = 1.77 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.01 8-9 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.01 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 3-10: 2x8 SP No.2 REACTIONS. (lb/size) 8=-826/Mechanical, 10=3651/0-10-8 Max Harz 10=504(LC 8) Max Uplift 8=-826(LC 1), 10=-5338(LC 8) Max Grav 8=756(LC 8). 10=3651(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1195/863, 2-3=-4494/3080, 3-4=-1469/1094 BOT CHORD 1-11=-789/1213, 10-11=-789/1213, 9-10=3197/4389, 8-9=-1025/1240 WEBS 2-11=-1733/1105, 2-10=-2250/3458, 3-10=-2074/3016, 3-9=-3603/2451, 4-9=-1318/1862, 4-8=-1579/1264 2x4 II Scale:3/8"=l' 5 6 PLATES GRIP MT20 244/190 Weight: 209 lb FT = 0% Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (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 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=6.Opsf; BCDL=4.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 lb uplift at joint 8 and 5338 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 177 lb up at 9-10-12, 257'lb down and 283 lb up at 12-8-11, and 298 lb down and 344 lb up at 15-6-10, and 68 lb down and 161 lb up at 15-6-10 on top chord, and 51 lb down and 148 lb up at 14-15, 51 lb down and 148 lb up at 1-4-15, 212 lb down and 403 lb up at 4-2-14, 212 lb down and 403 lb up at 4-2-14, 372 lb down and 661 lb up at 7-0-13, 372 lb down and 661 lb up at 7-0-13, 140 lb down and 26 lb up at 9-8-14, 159 lb down and 297 lb up at 12-8-11, 30 lb down at 12-8-11, and 264 lb down and 184 lb up at 15-6-10, and 268 lb down and 222 lb up at 15-6-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LPI WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design validi 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 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 Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ar,etn�►af��� No 58126 :C "V 4 O N Al Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 23,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Klein Guest House T14907971 J36506 ZHJ17 DIAGONAL HIP GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 23 09:26:11 2018 Page 2 ID:wrAkBNLdW3dys_SJEG1 [Hz03nP-iZGBP876U9EmQACI HrGo7xDQok7KMSzkegHUgUyl7tw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-20, 1-10=-20, 7-10=-20 Concentrated Loads (lb) Vert: 12=-103(F=-51, B=-51) 14=-17(F) 15=-79(F) 16=104(F=-8, B=112) 17=-425(F=-212, B=-212) 18=-745(F=-372, B=-372) 19=-172(F=-13, B=-159) 20=-46(F=-175, B=129) (� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll 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 p� �s� �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Y V! 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ymbo�s Numbering System Zt General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11s' For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 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. Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. 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 ANSlfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. 0 2012 MiTek® All Rights Reserved mm W1 0 MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 ANSUTPI 1 Quality Criteria.