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HomeMy WebLinkAboutAPPROVED Truss Engineering 9767 Palm Breezes Dr Lot 876904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2643117 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 24 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 87 Customer Info: Renar Homes Project Name: 2643117 Model: Cayman 1763 B3 Subdivision: - Address: Palm Breeze Drive, . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 1,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T23010376 A01 Date 3/1/212T23010377A023/1/213T23010378A033/1/214T23010379A043/1/215T23010380A053/1/216T23010381A063/1/217T23010382A073/1/218T23010383A083/1/219T23010384A09NP3/1/2110T23010385A10NP3/1/2111T23010386A11NP3/1/2112T23010387B013/1/2113T23010388B023/1/2114T23010389B033/1/2115T23010390B043/1/2116T23010391B053/1/2117T23010392C013/1/2118T23010393C023/1/2119T23010394C033/1/2120T23010395C043/1/2121T23010396E013/1/2122T23010397HJ23/1/21 No.Seal#Truss Name 23 T23010398 J1 Date 3/1/2124T23010399J23/1/21 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T23010376 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:21 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-N60zKkqDEAs7RHtCh2xr?3J1lJC6itLHDKJVKRzhHpG Scale = 1:72.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 27 28 29 30 31 32 33 5x6 3x6 3x6 3x8 3x4 3x4 5x6 3x4 3x4 5x6 3x6 3x6 9-9-4 9-9-4 11-8-0 1-10-12 15-6-0 3-10-0 19-0-0 3-6-0 19-4-0 0-4-0 28-2-12 8-10-12 38-0-0 9-9-4 -1-4-0 1-4-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 25-1-13 6-1-13 31-3-11 6-1-13 38-0-0 6-8-5 39-4-0 1-4-0 0-4-39-10-30-4-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.87 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.42 0.01 (loc) 2-18 2-18 8 l/defl >673 >326 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 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, Except: 10-0-0 oc bracing: 2-18,8-10. WEBS 1 Row at midpt 5-12, 6-12, 4-12 REACTIONS.All bearings 7-8-0 except (jt=length) 2=0-8-0, 8=0-8-0. (lb) - Max Horz 2=-280(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 17 except 2=-211(LC 12), 12=-531(LC 12), 8=-218(LC 12), 17=-121(LC 3), 13=-241(LC 16) Max Grav All reactions 250 lb or less at joint(s) 16, 14 except 2=602(LC 17), 12=2222(LC 17), 12=1901(LC 1), 8=654(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/176, 3-4=-405/138, 4-5=-41/697, 5-6=-44/669, 6-7=-443/157, 7-8=-664/194 BOT CHORD 2-18=-122/625, 8-10=-72/525 WEBS 5-12=-813/224, 6-12=-820/337, 6-10=-118/728, 7-10=-355/225, 4-12=-789/329, 4-18=-105/683, 3-18=-362/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=211, 12=531, 8=218, 17=121, 13=241. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A02 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) T23010377 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:22 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-rIaLX4rr?T__3QSPFmS4YHs8cjXARBrRS_22stzhHpF Scale = 1:69.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 5x6 5x6 5x6 3x6 3x6 2x4 2x4 2x4 2x4 4x8 6x8 4x8 5x12 2x4 3x6 5-10-0 5-10-0 11-8-0 5-10-0 19-0-0 7-4-0 19-4-0 0-4-0 26-4-0 7-0-0 38-0-0 11-8-0 -1-4-0 1-4-0 5-10-0 5-10-0 11-8-0 5-10-0 19-0-0 7-4-0 19-4-0 0-4-0 26-4-0 7-0-0 31-4-0 5-0-0 38-0-0 6-8-0 39-4-0 1-4-0 0-4-39-10-30-4-34-8-82-8-86.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [12:0-3-0,0-1-12], [15:0-6-12,0-4-0], [16:0-2-4,0-3-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.94 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.89 0.36 (loc) 9-12 9-12 9 l/defl >999 >501 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 15-16,11-14,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-18, 13-15 WEBS 1 Row at midpt 5-16 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-280(LC 10) Max Uplift 2=-488(LC 12), 9=-489(LC 12) Max Grav 2=1482(LC 1), 9=1480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2601/845, 3-4=-4088/1295, 4-5=-4185/1481, 5-6=-3171/1110, 6-7=-3319/1023, 7-8=-2212/794, 8-9=-2480/866 BOT CHORD 2-19=-650/2237, 15-16=-520/2722, 9-12=-667/2142, 4-16=-421/302 WEBS 3-19=-972/351, 16-19=-712/2471, 3-16=-303/1343, 5-16=-667/1476, 5-15=-637/1999, 7-12=-970/305, 12-15=-614/2351, 7-15=-89/1028, 8-12=-294/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=488, 9=489. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A03 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) T23010378 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-JU8klQsUmn6rha1boTzJ5UOG37tCAfJaheocPJzhHpE Scale = 1:66.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x6 5x6 5x6 WB 3x6 3x4 5x6 3x4 5x8 2x4 5x6 7x8 7x8 5x8 9-8-11 9-8-11 19-0-0 9-3-5 19-1-12 0-1-12 27-2-5 8-0-9 31-2-5 4-0-0 38-0-0 6-9-11 -1-4-0 1-4-0 6-7-10 6-7-10 12-9-13 6-2-3 19-0-0 6-2-3 23-1-2 4-1-2 27-2-5 4-1-2 31-2-5 4-0-0 38-0-0 6-9-11 39-4-0 1-4-0 0-4-39-10-30-4-34-7-02-5-156.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [13:0-5-8,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.96 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.95 0.59 (loc) 14-16 14-16 8 l/defl >999 >471 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP M 31, 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 13-14,2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 6-14 REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=-281(LC 10) Max Uplift 8=-489(LC 12), 2=-490(LC 12) Max Grav 8=1479(LC 1), 2=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4491/1451, 3-4=-4183/1313, 4-5=-3027/968, 5-6=-3061/943, 6-7=-4492/1447, 7-8=-2563/840 BOT CHORD 2-16=-1216/4031, 14-16=-927/3505, 13-14=-1200/4202, 8-10=-646/2193, 6-13=-72/499 WEBS 3-16=-256/233, 4-16=-101/615, 4-14=-845/424, 5-14=-590/2262, 7-10=-1426/477, 6-14=-1510/663, 10-13=-770/2675, 7-13=-460/1780 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2 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 100 lb uplift at joint(s) except (jt=lb) 8=489, 2=490. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A04 Truss Type Scissor Qty 10 Ply 1 Job Reference (optional) T23010379 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-nhi6ymt6W5EhIkcnMAUYdixRmXCDv68kwIX9xmzhHpD Scale = 1:66.7 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 5x6 4x6 4x6 3x4 5x6 3x4 6x8 3x4 3x4 5x6 5x8 5x8 10-0-11 10-0-11 19-0-0 8-11-5 27-11-5 8-11-5 38-0-0 10-0-11 -1-4-0 1-4-0 6-7-10 6-7-10 13-1-8 6-5-14 19-0-0 5-10-8 24-10-8 5-10-8 31-4-6 6-5-14 38-0-0 6-7-10 39-4-0 1-4-0 0-4-39-10-30-4-34-7-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-4-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -1.02 0.68 (loc) 12 12-14 8 l/defl >898 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-13,8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=280(LC 11) Max Uplift 2=-490(LC 12), 8=-490(LC 12) Max Grav 2=1475(LC 1), 8=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4480/1463, 3-4=-4144/1302, 4-5=-3004/967, 5-6=-3004/960, 6-7=-4144/1308, 7-8=-4480/1469 BOT CHORD 2-14=-1231/4024, 12-14=-919/3468, 10-12=-931/3468, 8-10=-1243/4014 WEBS 3-14=-289/255, 4-14=-100/619, 4-12=-833/422, 5-12=-655/2332, 6-12=-840/422, 6-10=-99/619, 7-10=-301/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2, 8 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 100 lb uplift at joint(s) except (jt=lb) 2=490, 8=490. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23010380 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-FtGUA6tkHONYwuB_wu?nAvTdtwZBebLt8yHiTCzhHpC Scale = 1:69.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x6 3x6 3x6 8x12 5x8 3x4 5x6 3x4 5x8 2x4 3x4 2x4 6x8 0-2-0 9-9-4 9-9-4 19-0-0 9-2-12 23-3-8 4-3-8 30-5-1 7-1-9 38-0-0 7-6-15 -1-4-0 1-4-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 23-3-8 4-3-8 30-5-1 7-1-9 38-0-0 7-6-15 39-4-0 1-4-0 0-4-39-10-30-4-33-6-106.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-4-12,Edge], [7:0-3-0,0-3-0], [8:0-4-7,Edge], [11:0-6-0,0-3-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.92 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.86 0.47 (loc) 10-11 10-11 8 l/defl >927 >518 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-15,8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 4-14, 5-14, 7-11 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=281(LC 11) Max Uplift 2=-490(LC 12), 8=-489(LC 12) Max Grav 2=1685(LC 17), 8=1673(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2845/866, 3-4=-2650/835, 4-5=-1789/697, 5-6=-3854/1260, 6-7=-3965/1142, 7-8=-5155/1438 BOT CHORD 2-16=-658/2664, 14-16=-476/2175, 10-11=-1209/4603, 8-10=-1208/4627, 6-11=-309/258 WEBS 3-16=-289/204, 4-16=-100/678, 4-14=-790/329, 5-14=-605/46, 7-11=-1082/397, 7-10=0/346, 11-14=-326/2165, 5-11=-907/3413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-11-12, Interior(1) 22-11-12 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = 10.0psf. 6) Bearing at joint(s) 8 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 100 lb uplift at joint(s) except (jt=lb) 2=490, 8=489. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A06 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) T23010381 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:26 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-j3qsNSuM2iVPY2mAUbW0i70qOKwWN1C0Nc0G?ezhHpB Scale = 1:69.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 19 22 23 24 25 5x6 3x6 2x4 4x6 2x4 2x4 2x4 8x12 5x8 6x8 6x8 5x6 3x4 5x8 7x8 3x4 2x4 2x4 6-1-4 6-1-4 11-8-0 5-6-12 19-0-0 7-4-0 21-0-0 2-0-0 21-2-0 0-2-0 23-3-8 2-1-8 30-5-1 7-1-9 38-0-0 7-6-15 -1-4-0 1-4-0 6-1-4 6-1-4 11-8-0 5-6-12 19-0-0 7-4-0 21-0-0 2-0-0 23-3-8 2-3-8 26-9-6 3-5-14 30-5-1 3-7-10 38-0-0 7-6-15 39-4-0 1-4-0 0-4-39-10-30-4-33-6-20-8-00-4-83-2-106.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [8:0-3-0,0-3-0], [9:0-4-7,Edge], [12:0-6-0,0-3-10], [15:0-6-4,0-3-12], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.79 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.75 0.43 (loc) 11-12 11-12 9 l/defl >999 >596 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-16,6-19: 2x4 SP No.3, 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 1 Row at midpt 5-14, 4-14 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=281(LC 11) Max Uplift 2=-490(LC 12), 9=-490(LC 12) Max Grav 2=1475(LC 1), 9=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2573/846, 3-4=-2499/891, 4-5=-1741/710, 5-6=-3462/1244, 6-7=-3507/1148, 7-8=-4410/1513, 8-9=-4524/1415 BOT CHORD 2-17=-650/2207, 4-15=-94/522, 14-15=-611/2217, 11-12=-986/3594, 9-11=-1185/4042 WEBS 15-17=-579/2073, 5-14=-378/25, 12-14=-324/1754, 5-12=-839/2823, 4-14=-950/409, 7-11=-273/696, 7-12=-478/228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 9 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 100 lb uplift at joint(s) except (jt=lb) 2=490, 9=490. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23010382 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:28 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-gSxdo7wcaJl7nLvZb0ZUnY59a8c1rvrJqwVN4XzhHp9 Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 24 25 26 27 5x6 5x8 6x8 5x6 3x6 2x4 2x4 2x4 8x12 5x8 6x8 3x4 4x6 2x4 6x8 3x4 5x8 2x4 2x4 6-1-4 6-1-4 11-8-0 5-6-12 17-11-11 6-3-11 20-0-5 2-0-10 21-0-0 0-11-11 23-3-8 2-3-8 30-5-1 7-1-9 38-0-0 7-6-15 -1-4-0 1-4-0 6-1-4 6-1-4 11-8-0 5-6-12 17-11-11 6-3-11 20-0-5 2-0-10 21-0-0 0-11-11 23-3-8 2-3-8 30-5-1 7-1-9 38-0-0 7-6-15 39-4-0 1-4-0 0-4-39-4-00-4-33-6-20-8-00-4-83-2-109-4-06.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-6-0,0-2-8], [6:0-5-0,0-2-0], [8:0-3-0,0-3-0], [9:0-4-7,Edge], [12:0-6-0,0-3-10], [16:0-6-4,0-3-8], [19:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.79 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.76 0.45 (loc) 11-12 11-12 9 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 7-21: 2x4 SP No.3, 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-3 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-15, 6-14, 5-14 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=267(LC 11) Max Uplift 2=-489(LC 12), 9=-490(LC 12) Max Grav 2=1479(LC 1), 9=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2579/850, 3-4=-2507/885, 4-5=-1812/718, 5-6=-1536/693, 6-7=-3511/1263, 7-8=-3599/1154, 8-9=-4571/1447 BOT CHORD 2-19=-646/2211, 15-16=-599/2219, 14-15=-309/1551, 7-12=-308/252, 11-12=-1217/4074, 9-11=-1216/4090, 4-16=-96/514 WEBS 4-15=-883/376, 5-15=-171/604, 8-11=0/343, 16-19=-576/2021, 6-14=-1231/272, 8-12=-892/395, 12-14=-399/2016, 6-12=-913/3118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 17-11-11, Exterior(2E) 17-11-11 to 20-0-5, Exterior(2R) 20-0-5 to 25-4-13, Interior(1) 25-4-13 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 7) Bearing at joint(s) 9 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 100 lb uplift at joint(s) except (jt=lb) 2=489, 9=490. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23010383 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:30 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-cr3NDpxt6x?r0f3xjRbytzBVZxHfJrUcIE_T8PzhHp7 Scale = 1:74.4 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 25 26 27 28 29 30 5x6 5x8 5x6 5x6 3x6 2x4 2x4 7x10 4x10 MT20HS 6x8 5x8 4x6 2x4 2x4 3x4 6x8 2x4 2x4 2x4 5x8 6-1-4 6-1-4 11-8-0 5-6-12 15-11-11 4-3-11 21-0-0 5-0-5 22-0-5 1-0-5 23-3-8 1-3-3 30-5-1 7-1-9 38-0-0 7-6-15 -1-4-0 1-4-0 6-1-4 6-1-4 11-8-0 5-6-12 15-11-11 4-3-11 21-0-0 5-0-5 22-0-5 1-0-5 23-3-8 1-3-3 30-5-1 7-1-9 38-0-0 7-6-15 39-4-0 1-4-0 0-4-38-4-00-4-33-9-150-8-03-1-158-4-06.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-6-0,0-2-8], [6:0-3-0,0-2-0], [7:0-3-0,0-3-4], [8:0-4-7,Edge], [12:0-4-0,0-3-8], [16:0-6-4,0-3-8], [19:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.84 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.80 0.42 (loc) 10-12 10-12 8 l/defl >999 >557 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 230 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7,7-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 11-12,8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. Except: 10-0-0 oc bracing: 12-14, 16-18 WEBS 1 Row at midpt 7-12 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=240(LC 11) Max Uplift 2=-486(LC 12), 8=-486(LC 12) Max Grav 2=1488(LC 1), 8=1490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2602/880, 3-4=-2519/913, 4-5=-1991/792, 5-6=-3050/1065, 6-7=-3509/1115, 7-8=-4664/1517 BOT CHORD 2-19=-673/2232, 15-16=-610/2211, 10-12=-1287/4165, 8-10=-1284/4178, 6-12=-250/1142, 4-16=-117/493 WEBS 4-15=-734/318, 5-15=-391/54, 7-12=-1089/517, 7-10=0/373, 16-19=-621/2019, 12-15=-437/1943, 5-12=-405/1630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 15-11-11, Exterior(2R) 15-11-11 to 21-4-3, Interior(1) 21-4-3 to 22-0-5, Exterior(2R) 22-0-5 to 27-4-13, Interior(1) 27-4-13 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=486, 8=486. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A09NP Truss Type Hip Structural Gable Qty 1 Ply 1 Job Reference (optional) T23010384 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:31 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-41dlQ9yVtE7iepe7G96BPAjilLdi2N1mXuk1hszhHp6 Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 37 38 39 40 41 42 3x6 5x6 5x8 3x6 3x6 5x6 3x4 4x6 5x12 5x12 5x8 3x4 3x4 3x6 6-1-4 6-1-4 11-8-0 5-6-12 14-0-7 2-4-7 21-0-0 6-11-9 23-11-9 2-11-9 30-8-9 6-8-15 38-0-0 7-3-7 -1-4-0 1-4-0 6-1-4 6-1-4 11-8-0 5-6-12 14-0-7 2-4-7 21-0-0 6-11-9 23-11-9 2-11-9 30-8-9 6-8-15 38-0-0 7-3-7 39-4-0 1-4-0 0-4-37-4-60-4-30-8-07-4-66.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-6-0,0-2-8], [30:0-0-1,0-0-0], [32:0-0-1,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.85 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.77 0.04 (loc) 24-25 24-25 21 l/defl >623 >368 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 24-25: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-28,26-27,24-25,22-23. 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 25-27 WEBS 1 Row at midpt 6-24, 8-21 REACTIONS.All bearings 15-0-0 except (jt=length) 2=0-8-0. (lb) - Max Horz 2=212(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 13 except 2=-303(LC 12), 21=-487(LC 12), 16=-227(LC 23), 11=-112(LC 12) Max Grav All reactions 250 lb or less at joint(s) 16, 20, 18, 17, 15, 14, 13, 11 except 2=948(LC 17), 21=1935(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1394/417, 3-5=-1033/359, 5-6=-1038/448, 8-10=-92/749, 10-11=-36/306 BOT CHORD 2-28=-286/1322, 24-25=-17/610, 21-22=-350/0, 7-24=-362/217 WEBS 25-28=-237/1415, 3-25=-381/177, 6-24=-998/319, 21-24=-387/394, 8-24=-287/1147, 8-21=-1487/418, 10-21=-429/232, 6-25=-264/952 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; Gable Roof; Hip Truss; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 14-0-7, Exterior(2R) 14-0-7 to 17-10-0, Interior(1) 17-10-0 to 23-11-9, Exterior(2R) 23-11-9 to 27-9-3, Interior(1) 27-9-3 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=303, 21=487, 16=227, 11=112. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A10NP Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23010385 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:34 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-UcJu2B_NA9VHVGNiyHfu1pLDFZjjFj_CDsyhHAzhHp3 Scale = 1:47.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 3x4 3x6 3x6 3x4 3x4 3x4 2x4 3x4 5x8 2x4 3x8 6-9-1 6-9-1 12-11-11 6-2-9 18-3-7 5-3-13 23-7-4 5-3-13 -1-4-0 1-4-0 6-9-1 6-9-1 12-11-11 6-2-9 18-3-7 5-3-13 23-7-4 5-3-13 25-0-0 1-4-12 0-4-36-10-06.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.51 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.12 0.03 (loc) 2-13 2-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)9=0-7-4, 2=0-8-0 Max Horz 2=312(LC 9) Max Uplift 9=-354(LC 9), 2=-330(LC 12) Max Grav 9=938(LC 1), 2=950(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1460/469, 3-5=-927/382, 5-6=-543/317, 6-7=-543/317, 7-9=-892/470 BOT CHORD 2-13=-669/1244, 11-13=-669/1244, 10-11=-432/763 WEBS 3-13=0/283, 3-11=-556/271, 5-11=-97/410, 5-10=-362/212, 6-10=-304/174, 7-10=-364/866 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 12-11-11, Exterior(2R) 12-11-11 to 17-2-9, Interior(1) 17-2-9 to 25-0-0 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=354, 2=330. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss A11NP Truss Type Half Hip Supported Qty 1 Ply 1 Job Reference (optional) T23010386 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:35 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-zosGGX??xTd87QyvV_B7a0uRhy9i_F8LRWiEqdzhHp2 Scale = 1:43.8 1 2 3 4 5 6 7 19 18 17 16 15 14 13 12 11 10 9 8 37 38 39 5x8 3x4 3x4 3x4 3x4 3x8 5x6 5-9-7 5-9-7 11-0-7 5-2-15 17-3-13 6-3-7 23-7-4 6-3-7 -1-4-0 1-4-0 5-9-7 5-9-7 11-0-7 5-2-15 17-3-13 6-3-7 23-7-4 6-3-7 25-0-0 1-4-12 0-4-35-10-66.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.14 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 -0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-11 REACTIONS.All bearings 23-7-4. (lb) - Max Horz 2=268(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 19, 9 except 8=-175(LC 9), 2=-122(LC 12), 17=-143(LC 12), 15=-101(LC 9), 11=-254(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 16, 18, 19, 13, 12, 10, 9 except 17=340(LC 17), 15=297(LC 1), 11=508(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-303/242, 5-11=-377/236 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; Gable Roof; Hip Truss; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-0-7, Exterior(2R) 11-0-7 to 14-0-7, Interior(1) 14-0-7 to 25-0-0 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 9 except (jt=lb) 8=175, 2=122, 17=143, 15=101, 11=254. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss B01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T23010387 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:36 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-R_QeTs0dinl?kaX53iiM6ERggMXLjlAVgARoM3zhHp1 Scale = 1:24.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 3x4 3x4 12-4-0 12-4-0 -1-4-0 1-4-0 6-2-0 6-2-0 12-4-0 6-2-0 13-8-0 1-4-0 0-4-33-5-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-0. (lb) - Max Horz 2=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 11, 10 except 2=-116(LC 12), 8=-116(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-13 to 1-7-3, Exterior(2N) 1-7-3 to 6-2-0, Corner(3R) 6-2-0 to 9-2-0, Exterior(2N) 9-2-0 to 13-8-13 zone;C-C for members and forces & MWFRS for reactions shown; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 11, 10 except (jt=lb) 2=116, 8=116. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss B02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T23010388 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:38 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-NNYPuY1uDO?i_ugUB7kqBfWy8A7qBdrn8UwuRyzhHp? Scale = 1:24.5 1 2 3 4 5 6 7 8 9 10 4x4 3x4 3x4 2x4 6-2-0 6-2-0 12-4-0 6-2-0 -1-4-0 1-4-0 6-2-0 6-2-0 12-4-0 6-2-0 13-8-0 1-4-0 0-4-33-5-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.37 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=-95(LC 10) Max Uplift 2=-209(LC 12), 4=-209(LC 12) Max Grav 2=525(LC 1), 4=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/330, 3-4=-571/330 BOT CHORD 2-6=-131/438, 4-6=-131/438 WEBS 3-6=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-2-0, Exterior(2R) 6-2-0 to 9-2-0, Interior(1) 9-2-0 to 13-8-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=209, 4=209. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss B03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T23010389 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-Jmg9JE38l?FQDBqsIXmIH4bH?znJfXL4bnP?UqzhHoz Scale = 1:25.3 1 2 3 4 5 6 7 8 9 4x6 3x4 2x4 3x4 3x10 6-2-0 6-2-0 11-11-8 5-9-8 -1-4-0 1-4-0 6-2-0 6-2-0 11-11-8 5-9-8 0-4-33-5-30-6-76.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-1-0], [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.50 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-3-8 Max Horz 2=91(LC 11) Max Uplift 2=-215(LC 12), 4=-119(LC 12) Max Grav 2=525(LC 1), 4=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-573/342, 3-4=-571/357 BOT CHORD 2-5=-210/440, 4-5=-210/440 WEBS 3-5=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-2-0, Exterior(2R) 6-2-0 to 9-2-0, Interior(1) 9-2-0 to 11-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=215, 4=119. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss B04 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T23010390 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-nyEXWa4mWJOHrLP2sFHXpH8UDN9lOvmEqR9Z0GzhHoy Scale = 1:38.7 1 2 3 4 6 5 11 12 2x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 6-1-4 6-1-4 6-2-1 0-0-13 11-11-8 5-9-7 -1-4-0 1-4-0 6-1-4 6-1-4 6-2-1 0-0-13 11-11-8 5-9-7 0-4-36-3-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.36 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-8-0 Max Horz 2=253(LC 12) Max Uplift 5=-174(LC 12), 2=-159(LC 12) Max Grav 5=428(LC 17), 2=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/125 BOT CHORD 2-6=-364/473, 5-6=-364/473 WEBS 3-6=0/270, 3-5=-530/407 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=174, 2=159. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss B05 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T23010391 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-F8ovkw4OHdW8TV_FQypmMVhfxnVz7MFN25u6ZjzhHox Scale = 1:38.7 1 2 3 4 6 5 7 8 2x4 3x4 3x4 3x4 2x4 6-3-12 6-3-12 11-11-8 5-7-12 -1-4-0 1-4-0 6-3-12 6-3-12 11-11-8 5-7-12 0-4-36-3-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.36 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-8-0 Max Horz 2=253(LC 12) Max Uplift 5=-174(LC 12), 2=-159(LC 12) Max Grav 5=428(LC 17), 2=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/119 BOT CHORD 2-6=-357/464, 5-6=-357/464 WEBS 3-6=0/271, 3-5=-526/404 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=174, 2=159. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T23010392 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:44 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-CXvg9b6fpEmsip8dXNrERwm1gb2ybK_gWPNDdbzhHov Scale = 1:36.9 1 2 3 4 5 6 7 8 9 10 11 12 14 151322 23 24 25 26 27 28 29 30 31 3x4 3x4 5x8 5x8 4x6 5x6 5x6 4x12 3x8 4x12 5x8 Special Special Special Special Special Special Special Special Special Special Special 9-8-0 9-8-0 19-4-0 9-8-0 -1-4-0 1-4-0 5-1-4 5-1-4 9-8-0 4-6-12 14-2-12 4-6-12 19-4-0 5-1-4 20-8-0 1-4-0 0-4-34-10-40-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-1], [3:0-3-0,0-0-12], [9:0-3-0,0-0-12], [10:0-4-0,0-3-1], [12:0-4-0,0-3-0], [13:0-3-12,0-2-0], [15:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.90 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.28 0.03 (loc) 10-12 2-12 10 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13, 15 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=130(LC 31) Max Uplift 2=-325(LC 8), 10=-325(LC 8) Max Grav 2=778(LC 36), 10=777(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1148/380, 3-5=-1111/386, 5-6=-853/283, 6-7=-853/283, 7-9=-1111/386, 9-10=-1148/380 BOT CHORD 2-12=-259/1054, 10-12=-260/983 WEBS 12-14=-131/503, 6-14=-131/503, 12-15=-315/184, 7-15=-346/201, 5-13=-351/201, 12-13=-318/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=325, 10=325. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 32 lb up at 2-0-12, and 57 lb down and 32 lb up at 17-3-4 on top chord, and 133 lb down and 124 lb up at 2-0-0, 13 lb down at 4-0-12, 13 lb down at 6-0-12, 13 lb down at 8-0-12, 13 lb down at 9-8-0, 13 lb down at 11-3-4, 13 lb down at 13-3-4, and 13 lb down at 15-3-4 , and 133 lb down and 124 lb up at 17-3-4 on bottom chord. The design/selection of such connection device(s) 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). LOAD CASE(S) Standard Continued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T23010392 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:44 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-CXvg9b6fpEmsip8dXNrERwm1gb2ybK_gWPNDdbzhHov LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 24=53(F) 31=53(F) 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss C02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T23010393 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-gjT2Mx7HaYujKzjq55MT_7I96_PAKlapl37m92zhHou Scale = 1:35.7 1 2 3 4 5 6 7 9 8 10 11 12 13 4x6 3x4 5x8 3x4 2x4 2x4 3x4 4-0-0 4-0-0 9-8-0 5-8-0 19-4-0 9-8-0 -1-4-0 1-4-0 4-0-0 4-0-0 5-1-4 1-1-4 9-8-0 4-6-12 14-2-12 4-6-12 19-4-0 5-1-4 20-8-0 1-4-0 0-4-35-2-30-4-36.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.78 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.69 0.02 (loc) 8-9 8-9 6 l/defl >668 >323 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=138(LC 11) Max Uplift 2=-286(LC 12), 6=-286(LC 12) Max Grav 2=784(LC 1), 6=784(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1308/517, 3-4=-1305/655, 4-5=-1305/655, 5-6=-1308/517 BOT CHORD 2-9=-370/1105, 8-9=-171/634, 6-8=-385/1105 WEBS 4-9=-279/651, 4-8=-279/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-8-0, Exterior(2R) 9-8-0 to 12-8-0, Interior(1) 12-8-0 to 20-8-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=286, 6=286. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss C03 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T23010394 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:46 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-8w1QaH8vLr0ax6H0fotiWLrIlOjI3CrzzjsKiUzhHot Scale = 1:60.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 33 34 35 36 3x4 4x6 3x4 3x4 4x6 3x4 3x4 3x4 3x4 4x6 3x4 3x4 3x6 4-0-0 4-0-0 14-8-4 10-8-4 18-9-14 4-1-10 18-11-12 0-1-14 19-4-0 0-4-4 25-11-8 6-7-8 -1-4-0 1-4-0 4-0-0 4-0-0 9-4-2 5-4-2 12-10-3 3-6-1 14-8-4 1-10-1 19-0-0 4-3-12 25-11-8 6-11-8 0-4-39-10-31-5-74-11-06.00 12 Plate Offsets (X,Y)-- [17:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.91 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.56 -0.02 (loc) 14-16 14-16 12 l/defl >813 >397 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 1 Row at midpt 7-13 JOINTS 1 Brace at Jt(s): 17 REACTIONS.All bearings 0-8-0 except (jt=length) 12=0-4-0, 11=0-3-8, 13=0-3-12. (lb) - Max Horz 2=259(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 11 except 2=-259(LC 12), 13=-208(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=774(LC 21), 12=415(LC 1), 13=587(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1246/316, 3-5=-1230/421, 5-6=-474/193, 6-7=-356/158 BOT CHORD 2-16=-493/1086, 14-16=-355/665, 13-14=-203/436, 8-12=-320/135 WEBS 5-14=-305/203, 5-16=-183/568, 14-17=-78/465, 7-17=-79/465, 7-18=-575/250, 13-18=-738/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 25-9-12 zone;C-C for members and forces & MWFRS for reactions shown; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) N/A 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 11 except (jt=lb) 2=259, 13=208. TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss C04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23010395 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:47 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-c6bond8X698RZGsCCWOx3YOTVo3Xocf6CNctEwzhHos Scale = 1:60.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 5x6 4x6 3x4 3x4 4x6 3x4 2x4 3x4 3x4 3x4 3x4 4x6 4-0-0 4-0-0 14-8-4 10-8-4 18-9-14 4-1-10 18-11-12 0-1-14 19-4-0 0-4-4 25-11-8 6-7-8 -1-4-0 1-4-0 4-0-0 4-0-0 9-4-2 5-4-2 14-8-4 5-4-2 19-0-0 4-3-12 25-11-8 6-11-8 0-4-39-10-31-5-74-11-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.91 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.56 -0.02 (loc) 12-14 12-14 10 l/defl >810 >396 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.All bearings 0-8-0 except (jt=length) 10=0-4-0, 9=0-3-8, 11=0-3-12. (lb) - Max Horz 2=259(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 9 except 2=-259(LC 12), 11=-210(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9 except 2=774(LC 21), 10=411(LC 1), 11=591(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1243/314, 3-4=-1222/416, 4-5=-422/186 BOT CHORD 2-14=-490/1082, 12-14=-360/675, 11-12=-149/323, 6-10=-316/132 WEBS 5-12=-127/541, 4-12=-466/280, 4-14=-174/557, 5-11=-679/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 25-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) N/A 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 9 except (jt=lb) 2=259, 11=210. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss E01 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) T23010396 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:48 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-4I9B_z99tTGIBQRPmDwAbmwh8CY9XANGR1LQmNzhHor Scale = 1:23.1 1 2 3 4 5 6 11 10 9 8 7 12 13 4x4 3x8 3x8 2x4 2x4 2x4 2x4 2x4 1-2-8 1-2-8 1-4-8 0-2-0 4-8-0 3-3-8 8-0-8 3-4-8 8-2-8 0-2-0 9-4-0 1-1-8 -1-4-0 1-4-0 1-4-8 1-4-8 4-8-0 3-3-8 8-0-8 3-4-8 9-4-0 1-3-8 0-10-73-2-70-10-76.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.37 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-10,5-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-4-0, 8=0-4-0 Max Horz 10=72(LC 11) Max Uplift 10=-193(LC 12), 8=-78(LC 12) Max Grav 10=447(LC 1), 8=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-233/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-4-8, Interior(1) 1-4-8 to 4-8-0, Exterior(2R) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 9-2-4 zone;C-C for members and forces & MWFRS for reactions shown; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 10=193. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss HJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T23010397 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:49 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-YUjZCJAnemO8oa0bKwRP8zTqCcyAGdCPfh5_IpzhHoq Scale = 1:10.1 1 2 5 3 6 4 2x4 Special Special Special Special 2-9-3 2-9-3 -1-10-10 1-10-10 2-9-3 2-9-3 0-4-31-3-140-11-101-3-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-96(LC 17), 2=-192(LC 8) Max Grav 3=105(LC 24), 2=246(LC 28), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=192. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 111 lb up at 1-4-15, and 99 lb down and 111 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=58(F=29, B=29) "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss J1 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T23010398 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:49 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-YUjZCJAnemO8oa0bKwRP8zTuycz5GdCPfh5_IpzhHoq Scale = 1:7.8 1 2 3 4 2x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=56(LC 12) Max Uplift 3=-38(LC 1), 2=-142(LC 12) Max Grav 3=50(LC 12), 2=176(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.0psf 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. 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(s) 3 except (jt=lb) 2=142. March 1,2021 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2643117 Truss J2 Truss Type Jack-Open Qty 9 Ply 1 Job Reference (optional) T23010399 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 26 10:58:50 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:WDLP5IM57OpG7L_L7OsRqxyB?0A-0hGxPfBPP4W?QkbnueyehB03i?Jr?4SZuLqXrFzhHop Scale = 1:10.3 1 2 5 3 42x4 2-0-0 2-0-0 -1-4-0 1-4-0 2-0-0 2-0-0 0-4-31-4-30-11-81-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-16(LC 9), 2=-113(LC 12) Max Grav 3=26(LC 17), 2=180(LC 1), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 1-11-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.0psf 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. 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(s) 3 except (jt=lb) 2=113. March 1,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.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 ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths