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HomeMy WebLinkAboutT20767467.B196-206904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: B196-20 - A/C ONE CALL Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.1 1 of 1 This package includes 19 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: Customer Info: SQUARE ONE HOMES Project Name: A/C ONE CALL Model: WEARHOUSE Subdivision: Address: TBD State: FLCity: ST LUCIE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 17,2020 Albani, Thomas The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid-Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. 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 T20767467 A1 Date 7/17/202T20767468A27/17/203T20767469A37/17/204T20767470A47/17/205T20767471A57/17/206T20767472A67/17/207T20767473A77/17/208T20767474A87/17/209T20767475A97/17/2010T20767476A107/17/2011T20767477B17/17/2012T20767478B27/17/2013T20767479CJ17/17/2014T20767480CJ37/17/20 No.Seal#Truss Name 15 T20767481 CJ5 Date 7/17/2016T20767482J37/17/2017T20767483J77/17/2018T20767484KJ37/17/2019T20767485KJ77/17/20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 B196-20 Truss A1 Truss Type HIP GIRDER Qty 2 Ply 3 A/C ONE CALL Job Reference (optional) T20767467 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:03 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-8QPcBbhDUVdkAQUU7TC7qmVQMGRJqdIDxSAd0yyx8KE Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 6x10 6x10 5x8 3x6 3x6 4x6 4x6 4x4 8x8 4x4 4x8 7x6 4x4 8x8 4x4 4x6 4x6 3x6 3x6 5x8 4-1-8 4-1-8 7-0-0 2-10-8 13-1-3 6-1-3 19-0-9 5-11-7 25-0-0 5-11-7 30-11-7 5-11-7 36-10-13 5-11-7 43-0-0 6-1-3 45-10-8 2-10-8 50-0-0 4-1-8 -2-0-0 2-0-0 4-1-8 4-1-8 7-0-0 2-10-8 13-1-3 6-1-3 19-0-9 5-11-7 25-0-0 5-11-7 30-11-7 5-11-7 36-10-13 5-11-7 43-0-0 6-1-3 45-10-8 2-10-8 50-0-0 4-1-8 52-0-0 2-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-14], [4:0-3-8,0-3-0], [7:0-3-0,0-4-8], [10:0-3-8,0-3-0], [12:0-4-0,0-2-14], [17:0-3-12,0-6-0], [19:0-3-12,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.44 1.00 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.75 -1.42 0.20 (loc) 18 18 12 l/defl >798 >424 n/a L/d 240 180 n/a PLATES MT20 Weight: 1071 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,7-10: 2x6 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=4100/0-8-0, 12=4142/0-8-0 Max Horz 2=-100(LC 23) Max Uplift 2=-1508(LC 8), 12=-1540(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9823/3372, 3-4=-10168/3530, 4-5=-15086/5321, 5-6=-18475/6524, 6-7=-19482/6883, 7-8=-19482/6883, 8-9=-18511/6550, 9-10=-15157/5374, 10-11=-10280/3614, 11-12=-9933/3454 BOT CHORD 2-22=-3002/9041, 21-22=-3002/9041, 20-21=-3117/9434, 19-20=-5139/15081, 18-19=-6333/18454, 17-18=-6360/18490, 16-17=-5192/15153, 15-16=-3195/9538, 14-15=-3078/9142, 12-14=-3078/9142 WEBS 3-22=-406/185, 3-21=-310/532, 4-21=-168/935, 4-20=-2224/6252, 5-20=-2455/1076, 5-19=-1323/3762, 6-19=-1189/604, 6-18=-435/1168, 7-18=-691/438, 8-18=-393/1120, 8-17=-1169/592, 9-17=-1294/3713, 9-16=-2436/1064, 10-16=-2197/6208, 10-15=-168/935, 11-15=-315/537, 11-14=-407/186 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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 1508 lb uplift at joint 2 and 1540 lb uplift at joint 12. Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A1 Truss Type HIP GIRDER Qty 2 Ply 3 A/C ONE CALL Job Reference (optional) T20767467 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:04 2020 Page 2 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-ccz_PxirFolboa3hhBjMM_1b6gmXZ4YMA6vBYOyx8KD NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 138 lb up at 7-0-0, 116 lb down and 133 lb up at 9-0-12, 116 lb down and 133 lb up at 11-0-12, 116 lb down and 133 lb up at 13-0-12, 116 lb down and 133 lb up at 15-0-12, 116 lb down and 133 lb up at 17-0-12, 116 lb down and 133 lb up at 19-0-12, 116 lb down and 133 lb up at 21-0-12, 116 lb down and 133 lb up at 23-0-12, 116 lb down and 133 lb up at 25-0-0, 116 lb down and 133 lb up at 26-11-4, 116 lb down and 133 lb up at 28-11-4, 116 lb down and 133 lb up at 30-11-4, 116 lb down and 133 lb up at 32-11-4, 116 lb down and 133 lb up at 34-11-4, 116 lb down and 133 lb up at 36-11-4, 116 lb down and 133 lb up at 38-11-4, and 116 lb down and 133 lb up at 40-11-4, and 222 lb down and 265 lb up at 43-0-0 on top chord, and 327 lb down and 87 lb up at 7-0-0, 86 lb down at 9-0-12, 86 lb down at 11-0-12, 86 lb down at 13-0-12, 86 lb down at 15-0-12, 86 lb down at 17-0-12, 86 lb down at 19-0-12, 86 lb down at 21-0-12, 86 lb down at 23-0-12, 86 lb down at 25-0-0, 86 lb down at 26-11-4, 86 lb down at 28-11-4, 86 lb down at 30-11-4, 86 lb down at 32-11-4, 86 lb down at 34-11-4, 86 lb down at 36-11-4, 86 lb down at 38-11-4, and 86 lb down at 40-11-4, and 327 lb down and 87 lb up at 42-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (lb) Vert: 4=-116(B) 10=-175(B) 21=-323(B) 20=-64(B) 5=-116(B) 19=-64(B) 6=-116(B) 18=-64(B) 7=-116(B) 8=-116(B) 17=-64(B) 9=-116(B) 16=-64(B) 15=-323(B) 27=-116(B) 28=-116(B) 29=-116(B) 30=-116(B) 31=-116(B) 32=-116(B) 33=-116(B) 34=-116(B) 35=-116(B) 36=-116(B) 37=-116(B) 38=-116(B) 39=-64(B) 40=-64(B) 41=-64(B) 42=-64(B) 43=-64(B) 44=-64(B) 45=-64(B) 46=-64(B) 47=-64(B) 48=-64(B) 49=-64(B) 50=-64(B) 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 B196-20 Truss A2 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767468 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:07 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-0Bf71ykkXj7Af2oGMJH3_cf?8tpLmSJps38r9jyx8KA Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 5x8 5x8 4x8 5x8 MT20HS4x4 2x4 4x6 3x6 4x4 3x6 4x8 5x5 3x6 4x4 3x6 4x6 4x4 2x4 5x8 MT20HS 4x8 9-0-0 9-0-0 14-5-3 5-5-3 19-8-9 5-3-7 25-0-0 5-3-7 30-3-7 5-3-7 35-6-13 5-3-7 41-0-0 5-5-3 50-0-0 9-0-0 -2-0-0 2-0-0 4-9-14 4-9-14 9-0-0 4-2-2 14-5-3 5-5-3 19-8-9 5-3-7 25-0-0 5-3-7 30-3-7 5-3-7 35-6-13 5-3-7 41-0-0 5-5-3 45-2-2 4-2-2 50-0-0 4-9-14 52-0-0 2-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [7:0-2-8,0-3-4], [10:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.93 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.79 -1.47 0.26 (loc) 18 18 12 l/defl >755 >409 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 302 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,7-10: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 16-20: 2x6 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. REACTIONS.(lb/size)2=2120/0-8-0, 12=2120/0-8-0 Max Horz 2=122(LC 11) Max Uplift 2=-847(LC 12), 12=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4691/2405, 3-4=-4369/2156, 4-5=-5522/2752, 5-6=-6425/3153, 6-7=-6709/3280, 7-8=-6709/3280, 8-9=-6425/3154, 9-10=-5522/2752, 10-11=-4369/2156, 11-12=-4691/2405 BOT CHORD 2-22=-2103/4308, 21-22=-1763/3998, 19-21=-2488/5522, 18-19=-2889/6425, 17-18=-2894/6425, 15-17=-2493/5522, 14-15=-1786/3998, 12-14=-2126/4308 WEBS 3-22=-362/373, 4-22=-119/425, 4-21=-950/1910, 5-21=-1007/564, 5-19=-490/1155, 6-19=-542/310, 6-18=-161/401, 7-18=-316/223, 8-18=-161/401, 8-17=-542/310, 9-17=-490/1155, 9-15=-1007/564, 10-15=-950/1910, 10-14=-119/425, 11-14=-362/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 48-0-14, Interior(1) 48-0-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 847 lb uplift at joint 2 and 847 lb uplift at joint 12. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A3 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767469 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:09 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-yamtSel_3LNtuLxeUkJX31lKuhWSEIg5JNdyDcyx8K8 Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 5x8 5x8 4x8 3x6 2x4 4x4 7x6 3x6 4x8 5x6 3x6 7x6 4x4 3x6 2x4 4x8 5-1-11 5-1-11 11-0-0 5-10-5 18-0-14 7-0-14 25-0-0 6-11-2 31-11-2 6-11-2 39-0-0 7-0-14 44-10-5 5-10-5 50-0-0 5-1-11 -2-0-0 2-0-0 5-1-11 5-1-11 11-0-0 5-10-5 18-0-14 7-0-14 25-0-0 6-11-2 31-11-2 6-11-2 39-0-0 7-0-14 44-10-5 5-10-5 50-0-0 5-1-11 52-0-0 2-0-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-4], [6:0-3-0,0-3-4], [8:0-5-4,0-2-4], [14:0-3-0,0-4-8], [16:0-3-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.89 0.89 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -1.02 0.24 (loc) 15 15 10 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 301 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6,6-8: 2x4 SP DSS BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. REACTIONS.(lb/size)2=2120/0-8-0, 10=2120/0-8-0 Max Horz 2=144(LC 11) Max Uplift 2=-847(LC 12), 10=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4738/2375, 3-4=-4174/2088, 4-5=-5100/2579, 5-6=-5522/2759, 6-7=-5522/2759, 7-8=-5100/2579, 8-9=-4174/2089, 9-10=-4738/2375 BOT CHORD 2-18=-2086/4350, 17-18=-2086/4350, 16-17=-1678/3800, 15-16=-2279/5111, 14-15=-2288/5111, 13-14=-1701/3800, 12-13=-2109/4350, 10-12=-2109/4350 WEBS 3-17=-613/436, 4-17=-130/444, 4-16=-781/1649, 5-16=-771/475, 5-15=-218/573, 6-15=-398/274, 7-15=-218/573, 7-14=-771/475, 8-14=-781/1649, 8-13=-130/444, 9-13=-612/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 46-0-14, Interior(1) 46-0-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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 847 lb uplift at joint 2 and 847 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A4 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767470 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:10 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-RmKGf_mcqeVkWVWr2RqmcFHWT4tFzsAFY1MVl2yx8K7 Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 6x8 6x8 4x8 5x6 3x6 2x4 4x4 4x4 4x4 7x6 4x8 4x4 3x6 2x4 5x6 4x8 7-6-10 7-6-10 13-0-0 5-5-6 21-0-9 8-0-9 28-11-7 7-10-13 37-0-0 8-0-9 42-5-6 5-5-6 50-0-0 7-6-10 -2-0-0 2-0-0 7-6-10 7-6-10 13-0-0 5-5-6 21-0-9 8-0-9 28-11-7 7-10-13 37-0-0 8-0-9 42-5-6 5-5-6 50-0-0 7-6-10 52-0-0 2-0-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-3-12], [6:0-3-0,0-4-8], [7:0-1-12,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.79 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.80 0.20 (loc) 14-15 14-15 9 l/defl >999 >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 317 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6,6-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.1 *Except* 13-16: 2x6 SP No.2 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 5-2-4 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)2=2120/0-8-0, 9=2120/0-8-0 Max Horz 2=-166(LC 10) Max Uplift 2=-847(LC 12), 9=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4595/2277, 3-4=-3953/2013, 4-5=-4654/2391, 5-6=-4650/2386, 6-7=-4652/2388, 7-8=-3954/2014, 8-9=-4594/2277 BOT CHORD 2-18=-1961/4178, 17-18=-1961/4178, 15-17=-1566/3598, 14-15=-2053/4652, 12-14=-1589/3598, 11-12=-1983/4178, 9-11=-1983/4178 WEBS 3-18=0/292, 3-17=-691/457, 4-17=-185/519, 4-15=-661/1387, 5-15=-613/418, 6-14=-548/414, 7-14=-657/1384, 7-12=-187/519, 8-12=-690/457, 8-11=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 44-0-14, Interior(1) 44-0-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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 847 lb uplift at joint 2 and 847 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A5 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767471 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:11 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-vzuetKnEbydb7f51b9L?9SqfjUDYiHIOnh62IVyx8K6 Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 5x8 5x8 4x8 5x6 3x6 2x4 4x4 4x4 3x6 2x4 4x8 4x4 3x6 2x4 5x6 4x8 7-9-4 7-9-4 15-0-0 7-2-12 21-8-9 6-8-9 28-3-7 6-6-13 35-0-0 6-8-9 42-2-12 7-2-12 50-0-0 7-9-4 -2-0-0 2-0-0 7-9-4 7-9-4 15-0-0 7-2-12 21-8-9 6-8-9 28-3-7 6-6-13 35-0-0 6-8-9 42-2-12 7-2-12 50-0-0 7-9-4 52-0-0 2-0-0 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-4], [7:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.72 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.71 0.20 (loc) 14-15 14-15 9 l/defl >999 >848 n/a L/d 240 180 n/a PLATES MT20 Weight: 306 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1D *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. WEBS 1 Row at midpt 3-17, 5-14, 8-12 REACTIONS.(lb/size)2=2120/0-8-0, 9=2120/0-8-0 Max Horz 2=-189(LC 10) Max Uplift 2=-847(LC 12), 9=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4603/2265, 3-4=-3761/1917, 4-5=-3979/2099, 5-6=-3975/2096, 6-7=-3975/2096, 7-8=-3762/1917, 8-9=-4602/2265 BOT CHORD 2-18=-1956/4220, 17-18=-1956/4220, 15-17=-1455/3423, 14-15=-1717/3979, 12-14=-1477/3397, 11-12=-1977/4188, 9-11=-1977/4188 WEBS 3-18=0/345, 3-17=-883/551, 4-17=-182/556, 4-15=-439/935, 5-15=-508/338, 6-14=-422/332, 7-14=-434/929, 7-12=-185/561, 8-12=-881/550, 8-11=0/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 42-2-12, Interior(1) 42-2-12 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb uplift at joint 2 and 847 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A6 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767472 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:13 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-rL0OI0pV7ZtJNzFPjaNTEtv2tIs8AAahE?b9MNyx8K4 Scale = 1:89.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 5x8 5x8 4x8 4x6 3x6 2x4 4x4 5x6 4x4 4x8 2x4 4x4 5x6 4x4 3x6 2x4 4x6 4x8 5-7-5 5-7-5 11-6-10 5-11-4 17-0-0 5-5-6 25-0-0 8-0-0 33-0-0 8-0-0 38-5-6 5-5-6 44-4-11 5-11-4 50-0-0 5-7-5 -2-0-0 2-0-0 5-7-5 5-7-5 11-6-10 5-11-4 17-0-0 5-5-6 25-0-0 8-0-0 33-0-0 8-0-0 38-5-6 5-5-6 44-4-11 5-11-4 50-0-0 5-7-5 52-0-0 2-0-0 0-4-17-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-5-12,0-2-8], [7:0-5-12,0-2-8], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.91 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.71 0.21 (loc) 16 16-18 10 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP DSS BOT CHORD 2x6 SP No.2 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 5-1-11 oc bracing. REACTIONS.(lb/size)2=2120/0-8-0, 10=2120/0-8-0 Max Horz 2=211(LC 11) Max Uplift 2=-847(LC 12), 10=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4714/2252, 3-4=-4122/2069, 4-5=-3519/1841, 5-6=-3600/1938, 6-7=-3600/1938, 7-8=-3519/1841, 8-9=-4122/2069, 9-10=-4714/2252 BOT CHORD 2-20=-1959/4360, 19-20=-1959/4360, 18-19=-1687/3773, 16-18=-1330/3227, 14-16=-1352/3197, 13-14=-1710/3747, 12-13=-1982/4322, 10-12=-1982/4322 WEBS 3-19=-632/292, 4-19=-75/400, 4-18=-736/475, 5-18=-272/708, 5-16=-322/715, 6-16=-556/420, 7-16=-322/715, 7-14=-272/708, 8-14=-736/475, 8-13=-75/400, 9-13=-631/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 40-0-14, Interior(1) 40-0-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb uplift at joint 2 and 847 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A7 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767473 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:14 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-JYamVMp7ut?A_6qcHHvim5SCxiFsvZIqTfKiupyx8K3 Scale = 1:89.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 5x5 5x8 5x8 5x5 4x8 5x6 3x6 2x4 4x4 4x4 4x8 2x4 4x4 4x4 3x6 2x4 5x6 4x8 7-7-3 7-7-3 13-2-3 5-7-0 19-0-0 5-9-13 25-0-0 6-0-0 31-0-0 6-0-0 36-9-13 5-9-13 42-4-13 5-7-0 50-0-0 7-7-3 -2-0-0 2-0-0 7-7-3 7-7-3 13-2-3 5-7-0 19-0-0 5-9-13 25-0-0 6-0-0 31-0-0 6-0-0 36-9-13 5-9-13 42-4-13 5-7-0 50-0-0 7-7-3 52-0-0 2-0-0 0-4-18-3-10-4-18-3-15.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-3-4], [5:0-5-12,0-2-8], [7:0-5-12,0-2-8], [8:0-2-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.75 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.64 0.19 (loc) 16 16 10 l/defl >999 >934 n/a L/d 240 180 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 14-18: 2x6 SP No.2 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 5-6-10 oc bracing. REACTIONS.(lb/size)2=2120/0-8-0, 10=2120/0-8-0 Max Horz 2=-233(LC 10) Max Uplift 2=-847(LC 12), 10=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4596/2171, 3-4=-3935/1983, 4-5=-3305/1750, 5-6=-3188/1758, 6-7=-3188/1758, 7-8=-3305/1750, 8-9=-3935/1983, 9-10=-4596/2171 BOT CHORD 2-20=-1859/4185, 19-20=-1859/4185, 17-19=-1568/3563, 16-17=-1210/2996, 15-16=-1233/2996, 13-15=-1591/3563, 12-13=-1882/4178, 10-12=-1882/4178 WEBS 3-20=-4/317, 3-19=-707/331, 4-19=-118/468, 4-17=-796/497, 5-17=-313/745, 5-16=-223/505, 6-16=-407/318, 7-16=-223/505, 7-15=-313/745, 8-15=-795/497, 8-13=-118/468, 9-13=-706/331, 9-12=-4/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-0-0, Exterior(2) 19-0-0 to 38-0-14, Interior(1) 38-0-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb uplift at joint 2 and 847 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A8 Truss Type HIP Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767474 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 15:03:48 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-oWi21pLsfxvH3LHzuTQTB3qTFnp4_JPVtcesIuyx8Hf Scale = 1:90.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 5x10 5x8 4x8 5x6 3x6 2x4 4x4 6x6 4x4 4x8 6x6 4x4 3x6 2x4 5x6 4x8 7-0-14 7-0-14 12-9-3 5-8-4 21-0-0 8-2-13 29-0-0 8-0-0 37-2-13 8-2-13 42-11-2 5-8-4 50-0-0 7-0-14 -2-0-0 2-0-0 7-0-14 7-0-14 12-9-3 5-8-4 21-0-0 8-2-13 29-0-0 8-0-0 37-2-13 8-2-13 42-11-2 5-8-4 50-0-0 7-0-14 52-0-0 2-0-0 0-4-19-1-10-4-19-1-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-6-8,0-2-0], [6:0-4-0,0-1-13], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.74 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.63 0.19 (loc) 15 15-17 9 l/defl >999 >956 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP DSS *Except* 1-4,7-10: 2x4 SP No.2 BOT CHORD 2x6 SP No.1 *Except* 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)2=2120/0-8-0, 9=2120/0-8-0 Max Horz 2=-255(LC 10) Max Uplift 2=-847(LC 12), 9=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4618/2141, 3-4=-4007/1977, 4-5=-3143/1641, 5-6=-2821/1613, 6-7=-3144/1642, 7-8=-4005/1976, 8-9=-4618/2142 BOT CHORD 2-18=-1835/4332, 17-18=-1835/4332, 15-17=-1588/3778, 14-15=-1103/2890, 12-14=-1609/3647, 11-12=-1858/4202, 9-11=-1858/4202 WEBS 3-18=-6/279, 3-17=-626/285, 4-17=-83/503, 4-15=-1063/577, 5-15=-259/840, 5-14=-248/251, 6-14=-269/757, 7-14=-1059/576, 7-12=-84/501, 8-12=-627/287, 8-11=-6/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 21-0-0, Exterior(2) 21-0-0 to 36-0-14, Interior(1) 36-0-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb uplift at joint 2 and 847 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A9 Truss Type Hip Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767475 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:16 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-FwhXw1rNQUGuEQ__OixAsWXWGVwkNZx7wzppziyx8K1 Scale = 1:89.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 23 24 25 26 5x8 5x5 4x8 5x6 3x6 2x4 4x4 6x6 4x4 4x8 6x6 4x4 3x6 2x4 5x6 4x8 8-4-5 8-4-5 15-7-9 7-3-3 23-0-0 7-4-7 27-0-0 4-0-0 34-4-7 7-4-7 41-7-11 7-3-3 50-0-0 8-4-5 -2-0-0 2-0-0 8-4-5 8-4-5 15-7-9 7-3-3 23-0-0 7-4-7 27-0-0 4-0-0 34-4-7 7-4-7 41-7-11 7-3-3 50-0-0 8-4-5 52-0-0 2-0-0 0-4-19-11-10-4-19-11-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-5-12,0-2-8], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.94 0.79 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.63 0.19 (loc) 15-17 15-17 9 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 324 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x6 SP No.1 *Except* 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. WEBS 1 Row at midpt 3-17, 4-15, 5-14, 7-14, 8-12 REACTIONS.(lb/size)2=2120/0-8-0, 9=2120/0-8-0 Max Horz 2=278(LC 11) Max Uplift 2=-847(LC 12), 9=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4552/2049, 3-4=-3722/1803, 4-5=-2908/1520, 5-6=-2611/1488, 6-7=-2912/1521, 7-8=-3720/1803, 8-9=-4553/2050 BOT CHORD 2-18=-1741/4158, 17-18=-1741/4158, 15-17=-1377/3381, 14-15=-937/2606, 12-14=-1397/3354, 11-12=-1763/4132, 9-11=-1763/4132 WEBS 3-18=0/362, 3-17=-854/404, 4-17=-121/585, 4-15=-1094/589, 5-15=-352/833, 5-14=-232/251, 6-14=-369/784, 7-14=-1085/586, 7-12=-118/578, 8-12=-857/405, 8-11=-0/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 23-0-0, Exterior(2) 23-0-0 to 27-0-0, Interior(1) 34-3-15 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb uplift at joint 2 and 847 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss A10 Truss Type Common Qty 6 Ply 1 A/C ONE CALL Job Reference (optional) T20767476 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:06 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-Y?5lqdj6nQ?J1uD3pclqSP7o8TWK1?AfdPOHcHyx8KB Scale = 1:86.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 5x5 4x8 4x8 5x6 4x4 3x6 2x4 5x6 4x4 3x6 2x4 4x8 7x6 3x6 7x6 3x6 7-1-12 7-1-12 12-9-14 5-8-2 18-10-15 6-1-1 25-0-0 6-1-1 31-1-1 6-1-1 37-2-2 6-1-1 42-10-4 5-8-2 50-0-0 7-1-12 -2-0-0 2-0-0 7-1-12 7-1-12 12-9-14 5-8-2 18-10-15 6-1-1 25-0-0 6-1-1 31-1-1 6-1-1 37-2-2 6-1-1 42-10-4 5-8-2 50-0-0 7-1-12 52-0-0 2-0-0 0-4-110-9-10-4-15.00 12 Plate Offsets (X,Y)-- [4:0-2-4,0-3-0], [8:0-2-4,0-3-0], [14:0-2-8,0-4-8], [16:0-2-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.73 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.68 0.19 (loc) 15 15-16 10 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 330 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.1 *Except* 14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. WEBS 1 Row at midpt 6-15, 5-15, 7-15 REACTIONS.(lb/size)2=2120/0-8-0, 10=2120/0-8-0 Max Horz 2=299(LC 11) Max Uplift 2=-847(LC 12), 10=-847(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4626/1927, 3-4=-3972/1741, 4-5=-3422/1584, 5-6=-2711/1357, 6-7=-2711/1357, 7-8=-3422/1584, 8-9=-3972/1741, 9-10=-4626/1928 BOT CHORD 2-18=-1624/4268, 17-18=-1624/4268, 16-17=-1338/3656, 15-16=-1096/3160, 14-15=-1133/3110, 13-14=-1366/3611, 12-13=-1664/4211, 10-12=-1664/4211 WEBS 6-15=-717/1621, 8-13=-123/438, 9-13=-697/338, 9-12=0/304, 4-17=-123/438, 3-17=-698/338, 3-18=0/304, 5-16=-200/695, 5-15=-1091/545, 4-16=-706/341, 7-14=-200/694, 7-15=-1090/545, 8-14=-706/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-0, Interior(1) 3-0-0 to 25-0-0, Exterior(2) 25-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb uplift at joint 2 and 847 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss B1 Truss Type Hip Girder Qty 1 Ply 1 A/C ONE CALL Job Reference (optional) T20767477 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:17 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-j6Fv8Ns?BoOlsaZByQSPOj4qdvMI65pH9dZNV8yx8K0 Scale = 1:31.0 1 2 3 4 5 6 7 10 9 8 17 18 19 20 21 22 23 24 25 26 4x8 4x8 3x4 3x4 1.5x4 3x8 1.5x4 1.5x4 3-0-0 3-0-0 7-6-0 4-6-0 12-0-0 4-6-0 15-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 7-6-0 4-6-0 12-0-0 4-6-0 15-0-0 3-0-0 17-0-0 2-0-0 0-4-11-7-10-4-11-7-15.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [5:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.38 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.14 0.03 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 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 3-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. REACTIONS.(lb/size)2=727/0-8-0, 6=728/0-8-0 Max Horz 2=41(LC 7) Max Uplift 2=-359(LC 8), 6=-361(LC 8) Max Grav 2=795(LC 36), 6=798(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1461/529, 3-4=-2018/863, 4-5=-2018/863, 5-6=-1468/533 BOT CHORD 2-10=-439/1352, 9-10=-435/1369, 8-9=-436/1369, 6-8=-438/1352 WEBS 3-9=-387/732, 4-9=-305/249, 5-9=-384/728 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) 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 359 lb uplift at joint 2 and 361 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 58 lb up at 3-0-0, 33 lb down and 36 lb up at 5-1-14, 33 lb down and 36 lb up at 7-1-14, 33 lb down and 36 lb up at 7-10-3, and 33 lb down and 36 lb up at 9-10-3, and 156 lb down and 96 lb up at 12-0-0 on top chord, and 123 lb down and 50 lb up at 3-0-1, 34 lb down at 5-1-14, 34 lb down at 7-1-14, 34 lb down at 7-10-3, and 34 lb down at 9-10-3, and 123 lb down and 50 lb up at 11-10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 11-14=-20 Concentrated Loads (lb) Vert: 5=-2(B) 10=1(B) 8=1(B) 18=-2(B) 19=-2(B) 20=-2(B) 21=-2(B) 23=-1(B) 24=-1(B) 25=-1(B) 26=-1(B) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss B2 Truss Type Hip Qty 1 Ply 1 A/C ONE CALL Job Reference (optional) T20767478 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:18 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-CJpHLjsdy6WcTk7NW7zexxc?gJhNrbAQOHIw1byx8K? Scale = 1:24.8 1 2 3 4 6 5 13 14 15 16 3x4 4x8 4x4 3x4 1.5x4 3x4 4-10-8 4-10-8 10-1-8 5-3-0 15-0-0 4-10-8 4-10-8 4-10-8 10-1-8 5-3-0 15-0-0 4-10-8 0-4-12-4-70-4-12-4-75.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.39 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.02 (loc) 5-12 6-9 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 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 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. REACTIONS.(lb/size)1=600/0-8-0, 4=600/0-8-0 Max Horz 1=40(LC 11) Max Uplift 1=-220(LC 12), 4=-220(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1125/664, 2-3=-1017/668, 3-4=-1125/663 BOT CHORD 1-6=-548/1008, 5-6=-548/1017, 4-5=-537/1008 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8, Exterior(2) 4-10-8 to 14-4-3, Interior(1) 14-4-3 to 15-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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 220 lb uplift at joint 1 and 220 lb uplift at joint 4.This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss CJ1 Truss Type JACK-OPEN Qty 12 Ply 1 A/C ONE CALL Job Reference (optional) T20767479 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:19 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-gVNfY3tGjPeT5uiZ3qUtT89AUi7ka3fadx2Ta1yx8K_ Scale = 1:8.2 1 2 3 4 3x4 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-10-9-10-4-60-4-100-9-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 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.(lb/size)3=-28/Mechanical, 2=281/0-8-0, 4=-54/Mechanical Max Horz 2=73(LC 12) Max Uplift 3=-28(LC 1), 2=-263(LC 12), 4=-54(LC 1) Max Grav 3=44(LC 12), 2=281(LC 1), 4=75(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 263 lb uplift at joint 2 and 54 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss CJ3 Truss Type Jack-Open Qty 8 Ply 1 A/C ONE CALL Job Reference (optional) T20767480 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:19 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-gVNfY3tGjPeT5uiZ3qUtT89AUi6Pa3fadx2Ta1yx8K_ Scale = 1:12.4 1 2 8 9 3 4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=56/Mechanical, 2=278/0-8-0, 4=21/Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-26(LC 12), 2=-193(LC 12) Max Grav 3=56(LC 1), 2=278(LC 1), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 193 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss CJ5 Truss Type Jack-Open Qty 8 Ply 1 A/C ONE CALL Job Reference (optional) T20767481 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:20 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-8hx2mPuuUjmJj1HmdY060MiLE6PlJVujrbn15Tyx8Jz Scale = 1:16.4 1 2 8 3 4 3x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-12-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=118/Mechanical, 2=342/0-8-0, 4=55/Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-72(LC 12), 2=-196(LC 12) Max Grav 3=118(LC 1), 2=342(LC 1), 4=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 196 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss J3 Truss Type Jack-Open Qty 6 Ply 1 A/C ONE CALL Job Reference (optional) T20767482 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:21 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-cuVQzlvWE1uAKBsyBFXLYZEW_Wot2y8s4FXadvyx8Jy Scale = 1:12.4 1 2 8 9 3 4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=56/Mechanical, 2=278/0-8-0, 4=21/Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-26(LC 12), 2=-193(LC 12) Max Grav 3=56(LC 1), 2=278(LC 1), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 193 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss J7 Truss Type Jack-Open Qty 38 Ply 1 A/C ONE CALL Job Reference (optional) T20767483 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:21 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-cuVQzlvWE1uAKBsyBFXLYZER?Wh82y8s4FXadvyx8Jy Scale = 1:20.4 1 2 8 9 3 43x4 7-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.68 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.22 0.00 (loc) 4-7 4-7 3 l/defl >622 >381 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=176/Mechanical, 2=415/0-8-0, 4=84/Mechanical Max Horz 2=181(LC 12) Max Uplift 3=-112(LC 12), 2=-209(LC 12) Max Grav 3=176(LC 1), 2=415(LC 1), 4=126(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 209 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss KJ3 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 A/C ONE CALL Job Reference (optional) T20767484 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:22 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-443oB5w8?K01yLR8lz2a5nndtw2FnPO0JvG89Myx8Jx Scale = 1:13.9 1 2 8 3 9 4 3x4 4-3-0 4-3-0 -2-9-15 2-9-15 4-3-0 4-3-0 0-4-11-7-11-3-01-7-13.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.07 0.00 (loc) 4-7 4-7 2 l/defl >666 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=54/Mechanical, 2=295/0-10-14, 4=1/Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-26(LC 5), 2=-239(LC 8), 4=-40(LC 17) Max Grav 3=87(LC 28), 2=372(LC 28), 4=84(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3, 239 lb uplift at joint 2 and 40 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 113 lb up at 1-5-15, and 100 lb down and 113 lb up at 1-6-1 on top chord, and 70 lb down and 82 lb up at 1-5-15, and 70 lb down and 82 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the 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=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=71(F=35, B=35) 9=84(F=42, B=42) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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 B196-20 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 A/C ONE CALL Job Reference (optional) T20767485 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 17 14:01:23 2020 Page 1 MID- FLORIDA LUMBER ACQUISITIONS, BARTOW FL ID:kpJmKX3wyA2kGt8jV4mrPtzByqH-YGcAORwmme8uaV0KIgZpe_KndKM1Wns9XZ0hioyx8Jw Scale: 1/2"=1' 1 2 3 7 6 11 12 13 4 14 15 16 53x4 3x4 1.5x4 3x4 5-2-3 5-2-3 9-10-13 4-8-10 -2-9-15 2-9-15 5-2-3 5-2-3 9-10-13 4-8-10 0-4-13-3-12-10-153-3-13.54 12 Plate Offsets (X,Y)-- [2:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.61 0.62 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.09 0.01 (loc) 7-10 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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.(lb/size)4=144/Mechanical, 2=488/0-10-15, 5=288/Mechanical Max Horz 2=182(LC 24) Max Uplift 4=-94(LC 8), 2=-274(LC 8), 5=-60(LC 5) Max Grav 4=144(LC 1), 2=605(LC 28), 5=316(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-850/164 BOT CHORD 2-7=-216/789, 6-7=-216/789 WEBS 3-7=0/255, 3-6=-836/230 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4, 274 lb uplift at joint 2 and 60 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 113 lb up at 1-6-1, 100 lb down and 113 lb up at 1-6-1, 33 lb down and 37 lb up at 4-4-0, 33 lb down and 37 lb up at 4-4-0, and 63 lb down and 91 lb up at 7-1-15, and 63 lb down and 91 lb up at 7-1-15 on top chord, and 70 lb down and 82 lb up at 1-6-1, 70 lb down and 82 lb up at 1-6-1, 31 lb down and 2 lb up at 4-4-0, 31 lb down and 2 lb up at 4-4-0, and 44 lb down at 7-1-15, and 44 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 11=71(F=35, B=35) 13=-67(F=-34, B=-34) 14=84(F=42, B=42) 15=3(F=2, B=2) 16=-53(F=-27, B=-27) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 17,2020 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