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HomeMy WebLinkAboutTRUSSCUT (1)6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 70 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 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 October 15, 2020 ORegan, Philip 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 (Fort Pierce). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. 2508387 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. Site Information: Lot/Block: .Customer: GROZA BLDRS Project Name: 2508387 Subdivision: .Address: 10210 CARLTON ROAD, . State: FLCity: FORT PIERCE Model: . Florida COA: 6634 No. Seal# Truss Name Date 1 T21596003 A1 10/15/2020 2 T21596004 A2 10/15/2020 3 T21596005 A3 10/15/2020 4 T21596006 A4 10/15/2020 5 T21596007 A5 10/15/2020 6 T21596008 A6 10/15/2020 7 T21596009 A7 10/15/2020 8 T21596010 A8 10/15/2020 9 T21596011 A9 10/15/2020 10 T21596012 A10 10/15/2020 11 T21596013 A11 10/15/2020 12 T21596014 B1 10/15/2020 13 T21596015 B2 10/15/2020 14 T21596016 B3 10/15/2020 15 T21596017 B4 10/15/2020 16 T21596018 B5 10/15/2020 17 T21596019 B6 10/15/2020 18 T21596020 B7 10/15/2020 19 T21596021 B8 10/15/2020 20 T21596022 C2 10/15/2020 No. Seal# Truss Name Date 21 T21596023 C3 10/15/2020 22 T21596024 C4 10/15/2020 23 T21596025 C5 10/15/2020 24 T21596026 C6 10/15/2020 25 T21596027 C7 10/15/2020 26 T21596028 C8 10/15/2020 27 T21596029 C9 10/15/2020 28 T21596030 C10 10/15/2020 29 T21596031 CJ1 10/15/2020 30 T21596032 CJ3 10/15/2020 31 T21596033 CJ5 10/15/2020 32 T21596034 D1 10/15/2020 33 T21596035 D2 10/15/2020 34 T21596036 D3 10/15/2020 35 T21596037 D4 10/15/2020 36 T21596038 D7 10/15/2020 37 T21596039 D8 10/15/2020 38 T21596040 EJ2 10/15/2020 39 T21596041 EJ3 10/15/2020 40 T21596042 EJ4 10/15/2020 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2508387 - 2 of 2 Site Information: Lot/Block: . Project Customer: GROZA BLDRS Project Name: 2508387 Subdivision: . Address: 10210 CARLTON ROAD, . State: FLCity, County: FORT PIERCE No. Seal# Truss Name Date 41 T21596043 EJ5 10/15/2020 42 T21596044 EJ7 10/15/2020 43 T21596045 EJ42 10/15/2020 44 T21596046 EJ43 10/15/2020 45 T21596047 EJ44 10/15/2020 46 T21596048 EJ51 10/15/2020 47 T21596049 EJ52 10/15/2020 48 T21596050 EJ53 10/15/2020 49 T21596051 EJ61 10/15/2020 50 T21596052 EJ62 10/15/2020 51 T21596053 EJ63 10/15/2020 52 T21596054 HJ3 10/15/2020 53 T21596055 HJ5 10/15/2020 54 T21596056 HJ7 10/15/2020 55 T21596057 HJ21 10/15/2020 56 T21596058 HJ31 10/15/2020 57 T21596059 HJ42 10/15/2020 58 T21596060 HJ53 10/15/2020 59 T21596061 K1 10/15/2020 60 T21596062 K2 10/15/2020 61 T21596063 L1 10/15/2020 62 T21596064 L2 10/15/2020 63 T21596065 L3 10/15/2020 64 T21596066 L4 10/15/2020 65 T21596067 L5 10/15/2020 66 T21596068 M1 10/15/2020 67 T21596069 M2 10/15/2020 68 T21596070 M3 10/15/2020 69 T21596071 V2 10/15/2020 70 T21596072 V3 10/15/2020 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 2508387 Truss A1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596003 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cuPZCbpCgxSBuA?asV7BjLtN9CI_eKVIIxMB9zyTASD Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 5x12 ST1.5x8 STP 5x6 3x6 5x6 5x6 4x6 4x12 3x6 4x6 3x6 5x6 4x6 3x4 5x8 2x4 3x4 4x6 5-0-0 5-0-0 11-4-0 6-4-0 19-4-8 8-0-8 19-6-4 0-1-12 24-9-0 5-2-12 28-10-8 4-1-8 30-6-0 1-7-8 35-10-10 5-4-10 41-10-0 5-11-6 5-0-0 5-0-0 11-4-0 6-4-0 19-4-8 8-0-8 24-9-0 5-4-8 28-10-8 4-1-8 30-6-0 1-7-8 35-10-10 5-4-10 41-10-0 5-11-6 42-10-0 1-0-0 0- 4 - 8 5- 1 - 3 5- 1 - 6 0- 4 - 1 1 0- 0 - 3 0- 1 0 - 1 0 0- 1 0 - 2 5- 1 - 6 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-13,Edge], [3:0-3-0,0-2-4], [7:0-3-0,0-2-4], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.95 0.73 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.04 0.16 (loc) 17-18 17-18 9 17-18 l/defl >999 >951 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-18,4-15,6-14: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing. WEBS 1 Row at midpt 2-17, 4-17 REACTIONS. (size)1=Mechanical, 15=0-3-8, 9=0-8-0 Max Horz 1=-236(LC 10) Max Uplift 1=-352(LC 12), 15=-983(LC 12), 9=-524(LC 12) Max Grav 1=713(LC 17), 15=2243(LC 1), 9=986(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2371/1666, 2-3=-736/567, 3-4=-595/615, 4-6=-305/422, 6-7=-729/682, 7-8=-1683/1331, 8-9=-1647/1103 BOT CHORD 1-18=-1476/2323, 17-18=-1412/2202, 16-17=-853/633, 15-16=-2211/1389, 4-16=-2128/1420, 14-15=-761/560, 13-14=-842/561, 6-13=-754/570, 12-13=-59/389, 11-12=-376/789, 9-11=-896/1414 WEBS 2-18=-255/584, 2-17=-1573/1218, 3-17=-246/251, 6-12=-338/540, 8-11=-439/524, 4-14=-782/1299, 4-17=-939/1634, 7-12=-357/335, 7-11=-698/895 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 11-4-0, Exterior(2) 11-4-0 to 19-7-4, Interior(1) 19-7-4 to 30-6-0, Exterior(2) 30-6-0 to 38-11-13, Interior(1) 38-11-13 to 42-10-0 zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=352, 15=983, 9=524. October 15,2020 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 2508387 Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596004 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:05 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zrCSFJtLVT5T?xtYf2jMQOaE9D0ZJbi2RD3yqByTAS8 Scale = 1:74.6 1 2 3 4 5 6 7 8131211 10 9 14 15 16 17 18 19 20 5x12 ST1.5x8 STP 5x8 5x6 6x12 MT20HS 6x12 MT20HS 4x6 3x8 5x8 3x4 6x8 3x4 2x4 7-0-0 7-0-0 13-4-0 6-4-0 22-8-8 9-4-8 28-10-8 6-2-0 34-10-10 6-0-2 41-10-0 6-11-6 7-0-0 7-0-0 13-4-0 6-4-0 20-11-0 7-7-0 28-6-0 7-7-0 34-10-10 6-4-10 41-10-0 6-11-6 42-10-0 1-0-0 0- 4 - 8 5- 1 1 - 3 0- 4 - 8 1- 3 - 7 5- 1 1 - 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-9,Edge], [3:0-4-0,0-1-13], [5:0-3-12,0-2-8], [10:0-4-0,0-2-11], [13:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.94 0.77 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -1.04 0.44 0.61 (loc) 12-13 11-12 7 12-13 l/defl >999 >479 n/a >814 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 205 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-8: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 1-13: 2x6 SP M 26, 10-11: 2x4 SP No.2, 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 1 Row at midpt 2-12, 4-12, 5-11 REACTIONS. (size)1=Mechanical, 7=0-8-0 Max Horz 1=-274(LC 10) Max Uplift 1=-871(LC 12), 7=-987(LC 12) Max Grav 1=1863(LC 1), 7=1960(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7220/4662, 2-3=-4324/2788, 3-4=-3953/2692, 4-5=-4397/2976, 5-6=-3355/2276, 6-7=-4017/2625 BOT CHORD 1-13=-4245/6756, 12-13=-4081/6479, 11-12=-2633/4506, 10-11=-1783/3096, 9-10=-2282/3587, 7-9=-2281/3587 WEBS 2-13=-820/1506, 2-12=-2747/1935, 3-12=-645/1179, 4-12=-822/558, 4-11=-381/388, 5-11=-1035/1724, 5-10=-281/187, 6-10=-770/606, 6-9=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 13-4-0, Exterior(2) 13-4-0 to 21-9-13, Interior(1) 21-9-13 to 28-6-0, Exterior(2) 28-6-0 to 36-11-13, Interior(1) 36-11-13 to 42-10-0 zone; cantilever left and right exposed ;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) 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) except (jt=lb) 1=871, 7=987. October 15,2020 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 2508387 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596005 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:06 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-R2mqTftzGnDKc5SkClEbzc7OUdKI2_?BgtpVNdyTAS7 Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 12 13181716 15 14 19 20 21 22 4x10 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 6x12 MT20HS 8x14 MT20HS 5x8 5x8 4x6 2x4 4x6 3x6 2x4 2x4 3x4 2x4 9-0-0 9-0-0 15-4-0 6-4-0 20-8-8 5-4-8 26-6-0 5-9-8 28-10-8 2-4-8 35-0-14 6-2-6 41-10-0 6-9-2 -1-0-0 1-0-0 5-4-14 5-4-14 9-0-0 3-7-2 15-4-0 6-4-0 20-8-8 5-4-8 26-6-0 5-9-8 28-10-8 2-4-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 6- 9 - 3 0- 4 - 8 1- 8 - 7 6- 9 - 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [4:0-5-0,Edge], [6:0-5-12,0-2-8], [8:0-3-0,0-2-4], [15:0-5-4,0-2-12], [16:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.96 0.80 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -1.09 0.50 0.70 (loc) 17-18 17-18 12 17-18 l/defl >999 >453 n/a >708 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 223 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP M 31, 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-18: 2x6 SP M 26, 16-18: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. WEBS 1 Row at midpt 5-17 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=-316(LC 10) Max Uplift 2=-980(LC 12), 12=-980(LC 12) Max Grav 2=1946(LC 1), 12=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7229/4663, 3-5=-7270/4699, 5-6=-4107/2693, 6-7=-4034/2751, 7-8=-4034/2751, 8-9=-3297/2451, 9-11=-3341/2267, 11-12=-3984/2553 BOT CHORD 2-18=-4237/6873, 17-18=-4076/6670, 16-17=-2091/3739, 15-16=-1706/3027, 14-15=-2218/3557, 12-14=-2218/3557 WEBS 3-18=-23/329, 5-18=-987/1871, 5-17=-3187/2113, 6-17=-509/953, 6-16=-368/577, 7-16=-432/442, 8-16=-854/1441, 9-15=-372/457, 11-15=-732/498, 11-14=0/263, 8-15=-286/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-5, Interior(1) 5-0-5 to 15-4-0, Exterior(2) 15-4-0 to 23-9-13, Interior(1) 23-9-13 to 26-6-0, Exterior(2) 26-6-0 to 35-0-14, Interior(1) 35-0-14 to 42-10-0 zone; cantilever left and right exposed ;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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 12=980. October 15,2020 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 2508387 Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596006 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:07 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vEKCg_ub15LBEF1wmTlqVpgbq0dKnSKKvWY3v3yTAS6 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 1218 17 16 15 14 13 19 20 21 22 4x10 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 7x10 8x14 MT20HS 6x12 MT20HS 5x8 4x6 4x6 2x4 3x8 3x4 3x4 3x4 2x4 5-7-14 5-7-14 11-0-0 5-4-2 18-8-8 7-8-8 24-6-0 5-9-8 28-10-8 4-4-8 35-0-14 6-2-6 41-10-0 6-9-2 -1-0-0 1-0-0 5-7-14 5-7-14 11-0-0 5-4-2 17-4-0 6-4-0 24-6-0 7-2-0 28-10-8 4-4-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 7- 7 - 3 0- 4 - 8 2- 1 - 7 7- 7 - 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-7,Edge], [4:0-5-0,Edge], [6:0-4-0,0-1-13], [7:0-5-12,0-2-8], [14:0-5-4,0-2-12], [16:0-6-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.86 1.00 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -1.06 0.47 0.64 (loc) 16-17 16-17 11 16-17 l/defl >999 >467 n/a >772 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 224 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-17: 2x6 SP M 26, 16-17: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-355(LC 10) Max Uplift 2=-980(LC 12), 11=-980(LC 12) Max Grav 2=1946(LC 1), 11=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6779/4119, 3-5=-6363/4020, 5-6=-3731/2442, 6-7=-3613/2467, 7-8=-3217/2218, 8-10=-3327/2230, 10-11=-3986/2465 BOT CHORD 2-18=-3718/6467, 17-18=-3726/6477, 16-17=-3434/5850, 15-16=-1594/2989, 14-15=-1791/3059, 13-14=-2136/3559, 11-13=-2136/3559 WEBS 3-17=-404/318, 5-17=-693/1465, 5-16=-2700/1734, 6-16=-495/964, 7-16=-576/1094, 7-15=-177/354, 8-15=-296/275, 8-14=-283/232, 10-14=-741/451, 10-13=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-4-0, Exterior(2) 17-4-0 to 32-11-13, Interior(1) 32-11-13 to 42-10-0 zone; cantilever left and right exposed ;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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 11=980. October 15,2020 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 2508387 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596007 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NQuatKvDoOT2sPc7KAH321CqaQziWujU7AIcRWyTAS5 Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 1218 17 16 15 14 13 19 20 21 22 3x8 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 7x10 8x14 MT20HS 6x12 MT20HS 5x8 4x6 4x6 2x4 3x8 3x8 3x4 3x4 2x4 6-7-14 6-7-14 13-0-0 6-4-2 16-8-8 3-8-8 22-6-0 5-9-8 28-10-8 6-4-8 35-0-14 6-2-6 41-10-0 6-9-2 -1-0-0 1-0-0 6-7-14 6-7-14 13-0-0 6-4-2 19-4-0 6-4-0 22-6-0 3-2-0 28-10-8 6-4-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 8- 5 - 3 0- 4 - 8 2- 6 - 7 8- 5 - 3 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-0-7,Edge], [6:0-4-0,0-1-13], [7:0-3-0,0-2-4], [14:0-5-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.54 0.99 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.93 0.47 0.60 (loc) 17 16-17 11 17 l/defl >999 >530 n/a >821 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-17: 2x6 SP M 26, 16-17: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-394(LC 10) Max Uplift 2=-980(LC 12), 11=-980(LC 12) Max Grav 2=1946(LC 1), 11=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6976/4012, 3-5=-6094/3679, 5-6=-4438/2781, 6-7=-2817/1971, 7-8=-3130/2019, 8-10=-3342/2138, 10-11=-3976/2325 BOT CHORD 2-18=-3622/6691, 17-18=-3624/6690, 16-17=-3082/5596, 15-16=-1544/3154, 14-15=-1727/3085, 13-14=-2004/3548, 11-13=-2004/3548 WEBS 3-18=0/268, 3-17=-881/552, 5-17=-696/1468, 5-16=-2089/1357, 6-16=-1272/2283, 6-15=-852/462, 7-15=-499/845, 8-15=-444/399, 8-14=-279/263, 10-14=-702/424, 10-13=0/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-4-0, Exterior(2) 19-4-0 to 30-11-13, Interior(1) 30-11-13 to 42-10-0 zone; cantilever left and right exposed ;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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=980, 11=980. October 15,2020 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 2508387 Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596008 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:09 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rdSy5gwrZibvTZBJuuoIbEl_sqJpFKTdMq1AzyyTAS4 Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 1218 17 16 15 14 13 19 20 21 22 5x6 WB ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x12 8x14 MT20HS 6x12 MT20HS 5x8 4x6 4x6 2x4 3x8 5x6 5x8 3x4 3x4 2x4 6-6-14 6-6-14 12-10-0 6-3-2 16-10-8 4-0-8 20-11-0 4-0-8 28-10-8 7-11-8 35-0-14 6-2-6 41-10-0 6-9-2 -1-0-0 1-0-0 6-6-14 6-6-14 12-10-0 6-3-2 16-10-8 4-0-8 20-11-0 4-0-8 28-10-8 7-11-8 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 9- 1 - 1 0- 4 - 8 2- 6 - 0 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [4:0-3-0,Edge], [14:0-5-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.63 1.00 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.96 0.48 0.62 (loc) 16-17 16-17 11 16-17 l/defl >999 >512 n/a >798 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 2-17: 2x6 SP M 26, 11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 6-15, 8-15 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-424(LC 10) Max Uplift 2=-980(LC 12), 11=-980(LC 12) Max Grav 2=1946(LC 1), 11=1946(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6985/3751, 3-5=-6097/3276, 5-6=-4370/2495, 6-7=-2963/1848, 7-8=-3051/1813, 8-10=-3356/1968, 10-11=-3968/2196 BOT CHORD 2-18=-3327/6724, 17-18=-3328/6725, 16-17=-2682/5619, 15-16=-1932/4157, 14-15=-1571/3110, 13-14=-1817/3539, 11-13=-1817/3539 WEBS 3-18=0/257, 3-17=-890/586, 5-17=-646/1490, 5-16=-2036/1054, 6-16=-997/2131, 6-15=-2324/1268, 7-15=-997/1808, 8-15=-590/430, 8-14=-276/257, 10-14=-662/403, 10-13=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 42-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) 2=980, 11=980. October 15,2020 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 2508387 Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596009 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:11 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-o?ajWMx54JrdjsLh?JqmgfqE3e4zjINwq8WG2ryTAS2 Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 3x6 5x6 7x10 5x12 6x12 MT20HS 4x6 4x6 2x4 2x4 3x8 4x6 5x8 3x4 2x4 5-6-14 5-6-14 10-10-0 5-3-2 18-10-8 8-0-8 21-11-8 3-1-0 28-10-8 6-11-0 29-8-0 0-9-8 35-0-14 5-4-14 41-10-0 6-9-2 -1-0-0 1-0-0 5-6-14 5-6-14 10-10-0 5-3-2 15-4-4 4-6-4 19-10-8 4-6-4 21-11-8 2-1-0 28-10-8 6-11-0 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 8- 7 - 1 4 0- 4 - 8 2- 1 - 0 8- 7 - 1 4 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-11,0-1-10], [7:0-3-0,0-2-4], [8:0-5-12,0-2-8], [15:0-9-12,0-3-0], [18:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.97 0.70 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.51 0.14 0.24 (loc) 17-18 17-18 15 18-19 l/defl >999 >667 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 238 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 1 Row at midpt 8-16, 9-16 REACTIONS. (size)2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-404(LC 10) Max Uplift 2=-574(LC 12), 15=-1323(LC 12), 12=-396(LC 10) Max Grav 2=1080(LC 17), 15=2924(LC 1), 12=237(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3394/1759, 3-5=-2489/1375, 5-6=-2541/1550, 6-7=-471/494, 7-8=-414/523, 9-11=-887/2000, 11-12=-567/1416 BOT CHORD 2-19=-1539/3376, 18-19=-1540/3382, 17-18=-394/1182, 16-17=-203/363, 15-16=-1845/1259, 14-15=-1183/682, 12-14=-1183/682 WEBS 3-18=-832/613, 5-18=-405/369, 6-18=-913/1829, 6-17=-1079/798, 8-17=-564/1114, 8-16=-1251/711, 9-16=-1006/2090, 9-15=-2110/1339, 11-15=-876/539, 11-14=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-10-8, Exterior(2) 19-10-8 to 30-5-5, Interior(1) 30-5-5 to 42-10-0 zone; cantilever left and right exposed ;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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=574, 15=1323, 12=396. October 15,2020 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 2508387 Truss A8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596010 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GC75jiykrdzUK0wuZ0L?CtNRf1OTSi?42oGqaHyTAS1 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 1319181716 15 14 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 5x6 7x10 5x6 6x12 MT20HS 4x6 2x4 2x4 3x8 3x4 4x6 5x8 3x4 2x4 8-10-0 8-10-0 17-10-8 9-0-8 20-10-8 3-0-0 23-11-8 3-1-0 28-10-8 4-11-0 29-8-0 0-9-8 35-0-14 5-4-14 41-10-0 6-9-2 -1-0-0 1-0-0 5-2-14 5-2-14 8-10-0 3-7-2 13-4-4 4-6-4 17-10-8 4-6-4 23-11-8 6-1-0 28-10-8 4-11-0 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 7- 9 - 1 4 0- 4 - 8 1- 8 - 0 7- 9 - 1 4 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-15,0-1-10], [7:0-5-12,0-2-8], [8:0-5-12,0-2-8], [15:0-9-12,0-3-0], [19:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.81 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.58 0.14 0.23 (loc) 18-19 18-19 15 18-19 l/defl >999 >589 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 237 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS. (size)2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-365(LC 10) Max Uplift 2=-575(LC 12), 15=-1319(LC 12), 12=-371(LC 10) Max Grav 2=1094(LC 17), 15=2897(LC 1), 12=240(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3296/1919, 3-5=-2857/1654, 5-6=-2916/1817, 6-7=-675/590, 7-8=-153/317, 8-9=-36/489, 9-11=-949/1947, 11-12=-608/1346 BOT CHORD 2-19=-1687/3262, 18-19=-653/1471, 17-18=-53/687, 16-17=-473/534, 15-16=-1795/1325, 14-15=-1118/717, 12-14=-1118/717 WEBS 3-19=-375/472, 5-19=-346/334, 6-19=-926/1811, 6-18=-1057/802, 7-18=-435/870, 7-17=-1136/682, 8-17=-566/1047, 8-16=-1385/853, 9-16=-1019/1884, 9-15=-2092/1354, 11-15=-918/573, 11-14=0/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-10-3, Interior(1) 4-10-3 to 17-10-8, Exterior(2) 17-10-8 to 32-5-5, Interior(1) 32-5-5 to 42-10-0 zone; cantilever left and right exposed ;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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=575, 15=1319, 12=371. October 15,2020 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 2508387 Truss A9 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596011 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kOhTx2zMcx5LyAV47ksEl4wc7RilBB4DHS?N6jyTAS0 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 13181716 15 14 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 5x6 5x12 5x8 5x12 6x12 MT20HS 4x6 2x4 4x6 2x4 2x4 3x4 2x4 6-10-0 6-10-0 15-10-8 9-0-8 22-10-8 7-0-0 28-10-8 6-0-0 29-7-7 0-8-15 35-0-14 5-5-8 41-10-0 6-9-2 -1-0-0 1-0-0 6-10-0 6-10-0 11-4-4 4-6-4 15-10-8 4-6-4 22-10-8 7-0-0 25-11-8 3-1-0 28-10-8 2-11-0 35-0-14 6-2-6 41-10-0 6-9-2 42-10-0 1-0-0 0- 4 - 8 6- 1 1 - 1 4 0- 4 - 8 1- 3 - 0 6- 1 1 - 1 4 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-7-3,0-1-10], [6:0-5-12,0-2-8], [8:0-3-0,0-2-4], [15:0-9-12,0-3-0], [17:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.87 0.87 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.62 0.15 0.24 (loc) 17-18 17-18 15 17-18 l/defl >999 >557 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 229 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. WEBS 1 Row at midpt 6-16, 8-15 REACTIONS. (size)2=0-8-0, 15=0-8-4, 12=0-8-0 Max Horz 2=-327(LC 10) Max Uplift 2=-579(LC 12), 15=-1330(LC 12), 12=-368(LC 10) Max Grav 2=1109(LC 17), 15=2910(LC 1), 12=206(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3397/1972, 3-5=-3401/2157, 5-6=-988/769, 8-9=-887/1936, 9-11=-1029/1953, 11-12=-689/1372 BOT CHORD 2-18=-1723/3314, 17-18=-880/1720, 16-17=-272/960, 15-16=-837/787, 14-15=-1141/790, 12-14=-1141/790 WEBS 3-18=-351/378, 5-18=-1050/1948, 5-17=-980/777, 6-17=-379/773, 6-16=-1290/764, 7-16=-465/477, 8-16=-862/1363, 8-15=-2171/1282, 9-15=-417/503, 11-15=-913/593, 11-14=0/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-10-8, Exterior(2) 15-10-8 to 24-4-5, Interior(1) 24-4-5 to 25-11-8, Exterior(2) 25-11-8 to 34-5-5, Interior(1) 34-5-5 to 42-10-0 zone; cantilever left and right exposed ;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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=579, 15=1330, 12=368. October 15,2020 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 2508387 Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596012 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-YGXJdHqSCYiv8U9zzwAfomyiS?wH6DqblFrIEsyTASB Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 5x6 5x12 3x6 6x8 4x6 2x4 5x6 3x8 3x4 3x8 2x4 4x6 4x12 4-10-0 4-10-0 13-10-8 9-0-8 20-8-1 6-9-9 24-10-8 4-2-7 27-2-2 2-3-10 27-11-10 0-9-8 34-7-6 6-7-13 41-10-0 7-2-10 -1-0-0 1-0-0 4-10-0 4-10-0 9-4-4 4-6-4 13-10-8 4-6-4 20-8-1 6-9-9 24-10-8 4-2-7 27-2-2 2-3-10 27-11-8 0-9-6 34-7-6 6-7-14 41-10-0 7-2-10 42-10-0 1-0-0 0- 4 - 8 6- 1 - 1 4 0- 4 - 8 0- 1 0 - 0 6- 1 - 1 4 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-7-3,0-1-10], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [9:0-3-0,0-2-4], [10:0-4-0,0-3-0], [14:0-6-8,0-2-0], [15:0-1-8,Edge], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.97 1.00 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.62 0.06 0.24 (loc) 18-19 18-19 14 18-19 l/defl >999 >522 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-19,8-14: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-16, 10-14 REACTIONS. (size)2=0-8-0, 11=0-8-0, 14=0-9-2 Max Horz 2=-288(LC 10) Max Uplift 2=-616(LC 12), 11=-281(LC 12), 14=-1062(LC 12) Max Grav 2=1147(LC 17), 11=489(LC 18), 14=2434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3613/2234, 3-5=-3560/2352, 5-6=-1334/1020, 6-7=-1174/1015, 7-8=-541/626, 8-9=-235/942, 9-10=-344/1065, 10-11=-426/434 BOT CHORD 2-19=-1976/3481, 18-19=-1196/2006, 16-18=-156/541, 15-16=-1008/802, 14-15=-2010/1254, 8-15=-1930/1273, 13-14=-315/310, 11-13=-310/316 WEBS 3-19=-145/253, 5-19=-926/1719, 5-18=-910/773, 7-18=-488/925, 7-16=-1002/797, 8-16=-1195/1851, 10-13=0/340, 10-14=-1051/782 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 4-11-12, Interior(1) 4-11-12 to 13-10-8, Exterior(2) 13-10-8 to 22-4-5, Interior(1) 22-4-5 to 27-11-8, Exterior(2) 27-11-8 to 36-5-5, Interior(1) 36-5-5 to 42-10-0 zone; cantilever left and right exposed ;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) Bearing at joint(s) 2, 14 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=616, 11=281, 14=1062. October 15,2020 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 2508387 Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596013 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Vfe42zsikAzcNnJL5LC7uB28OpeRa7LuDZKPIlyTAS9 Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 5x6 5x6 5x12 3x6 4x12 3x6 2x4 4x6 3x8 3x4 3x8 5x8 3x4 2x4 3x8 4x6 4x10 MT20HS 2-10-0 2-10-0 11-10-8 9-0-8 18-8-1 6-9-9 25-2-2 6-6-1 25-11-10 0-9-8 29-11-8 3-11-14 35-7-6 5-7-14 41-10-0 6-2-10 -1-0-0 1-0-0 2-10-0 2-10-0 7-4-4 4-6-4 11-10-8 4-6-4 18-8-1 6-9-9 25-2-2 6-6-1 29-11-8 4-9-6 35-7-6 5-7-14 41-10-0 6-2-10 42-10-0 1-0-0 0- 4 - 8 5- 3 - 1 4 0- 4 - 8 0- 5 - 0 5- 3 - 1 4 5.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-6-7,0-1-10], [5:0-3-0,0-2-4], [9:0-3-0,0-2-4], [17:0-3-4,0-1-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.62 0.89 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.54 0.05 0.16 (loc) 20-21 20-21 16 20-21 l/defl >999 >562 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 225 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-21,8-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. WEBS 1 Row at midpt 8-18 REACTIONS. (size)2=0-8-0, 11=0-8-0, 16=0-9-2 Max Horz 2=-249(LC 10) Max Uplift 2=-560(LC 12), 11=-326(LC 12), 16=-1073(LC 12) Max Grav 2=1039(LC 17), 11=597(LC 18), 16=2407(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2964/1801, 3-4=-2851/1864, 4-5=-1217/879, 5-6=-1064/883, 6-8=-486/511, 8-9=-38/453, 9-10=-59/516, 10-11=-699/446 BOT CHORD 2-21=-1572/2824, 20-21=-1068/1759, 18-20=-85/486, 17-18=-1120/854, 16-17=-2380/1506, 8-17=-2305/1529, 15-16=-1054/799, 13-15=-299/552, 11-13=-299/552 WEBS 4-21=-577/1165, 4-20=-738/687, 6-20=-462/818, 6-18=-935/719, 8-18=-1138/1850, 9-15=-420/306, 10-15=-835/676, 10-13=0/258, 8-15=-719/1119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-10-8, Exterior(2) 11-10-8 to 20-4-5, Interior(1) 20-4-5 to 29-11-8, Exterior(2) 29-11-8 to 38-5-5, Interior(1) 38-5-5 to 42-10-0 zone; cantilever left and right exposed ;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) Bearing at joint(s) 2, 16 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=560, 11=326, 16=1073. October 15,2020 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 2508387 Truss B1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596014 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:14 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CaFr8O__NEDCaK4GgRNTIISnUr4RweTMW6lwfAyTAS? Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 3x6 4x6 3x4 2x4 3x8 3x4 3x4 2x4 6x8 3x4 2x4 3x6 4x6 6-7-6 6-7-6 12-8-0 6-0-10 20-1-14 7-5-14 25-0-0 4-10-2 31-11-8 6-11-8 41-10-0 9-10-8 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 15-5-8 2-9-8 20-1-14 4-8-6 25-0-0 4-10-2 31-11-8 6-11-8 36-7-6 4-7-14 41-10-0 5-2-10 42-10-0 1-0-0 0- 4 - 8 4- 5 - 1 4 5- 7 - 1 3 0- 4 - 8 4- 5 - 1 4 5.00 12 Plate Offsets (X,Y)-- [9:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.83 0.72 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.40 0.05 0.08 (loc) 11-13 11-13 11 2-19 l/defl >999 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 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 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 9-15 REACTIONS. (size)11=0-8-0, 15=0-8-0, 2=0-8-0 Max Horz 2=264(LC 11) Max Uplift 11=-317(LC 12), 15=-1105(LC 12), 2=-537(LC 12) Max Grav 11=614(LC 18), 15=2364(LC 1), 2=1028(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1708/1024, 3-4=-988/669, 4-5=-927/721, 6-8=-546/1135, 8-9=-546/1136, 10-11=-722/483 BOT CHORD 2-19=-806/1666, 18-19=-806/1666, 16-18=-289/842, 11-13=-348/606 WEBS 3-19=0/254, 3-18=-833/594, 4-18=-235/427, 5-16=-942/640, 6-16=-357/751, 6-15=-1621/944, 8-15=-476/455, 9-15=-1402/880, 9-13=-122/472, 10-13=-549/536 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-5-8, Interior(1) 15-5-8 to 31-11-8, Exterior(2) 31-11-8 to 37-11-8, Interior(1) 37-11-8 to 42-10-0 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 11=317, 15=1105, 2=537. October 15,2020 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 2508387 Truss B2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596015 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:15 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gnpELk_c8YL3BUeTE8viqV?w?FRef4EWkmUUBcyTAS_ Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x12 5x6 3x6 4x6 3x4 2x4 3x8 2x4 5x8 6x8 3x4 3x4 3x6 4x6 6-7-6 6-7-6 12-8-0 6-0-10 17-4-0 4-8-0 25-0-0 7-8-0 33-10-0 8-10-0 41-10-0 8-0-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 17-4-0 4-8-0 25-0-0 7-8-0 29-4-2 4-4-2 33-10-0 4-5-14 41-10-0 8-0-0 42-10-0 1-0-0 0- 4 - 8 3- 8 - 8 5- 7 - 1 3 0- 4 - 8 3- 8 - 8 5.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-0], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.98 0.66 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.23 0.05 0.17 (loc) 9-11 9-11 9 9-11 l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)9=0-8-0, 13=0-8-0, 2=0-8-0 Max Horz 2=-264(LC 10) Max Uplift 9=-349(LC 12), 13=-1053(LC 12), 2=-558(LC 12) Max Grav 9=640(LC 18), 13=2285(LC 1), 2=1045(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1780/1075, 3-4=-1060/750, 4-5=-1034/768, 5-6=-544/1128, 6-7=-544/1127, 7-8=-485/426, 8-9=-632/339 BOT CHORD 2-17=-855/1708, 16-17=-855/1708, 14-16=-387/889, 13-14=-384/894, 11-13=-296/258, 9-11=-140/476 WEBS 3-17=0/274, 3-16=-844/584, 4-16=-245/434, 5-13=-2212/1345, 6-13=-524/451, 7-13=-1122/763, 7-11=-488/792, 8-11=-279/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2) 12-8-0 to 17-4-0, Interior(1) 17-4-0 to 33-10-0, Exterior(2) 33-10-0 to 39-10-0, Interior(1) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 9=349, 13=1053, 2=558. October 15,2020 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 2508387 Truss B3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T21596016 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-c9x_mP0sg9bmRnorMZxAvw4HY27j70bpC4zbEUyTARy Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x12 5x8 3x6 3x6 3x4 2x4 3x8 2x4 5x8 6x8 3x6 3x4 2x4 3x6 3x6 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-7-6 6-7-6 12-8-0 6-0-10 19-4-0 6-8-0 25-0-0 5-8-0 30-4-2 5-4-2 35-10-0 5-5-14 41-10-0 6-0-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 19-4-0 6-8-0 25-0-0 5-8-0 30-4-2 5-4-2 35-10-0 5-5-14 41-10-0 6-0-0 42-10-0 1-0-0 0- 4 - 8 2- 1 0 - 8 5- 7 - 1 3 0- 4 - 8 2- 1 0 - 8 5.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-0], [8:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.91 0.68 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.18 0.08 0.11 (loc) 15-17 15-17 9 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)2=0-8-0, 14=0-8-0, 9=0-8-0 Max Horz 2=264(LC 24) Max Uplift 2=-630(LC 25), 14=-1572(LC 8), 9=-609(LC 8) Max Grav 2=1088(LC 13), 14=3096(LC 1), 9=1110(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1853/989, 3-4=-1097/756, 4-5=-1139/744, 5-6=-762/1728, 6-7=-762/1728, 7-8=-1203/944, 8-9=-1917/929 BOT CHORD 2-18=-777/1798, 17-18=-777/1798, 15-17=-766/948, 14-15=-763/954, 12-14=-878/1391, 11-12=-757/1671, 9-11=-764/1654 WEBS 3-18=0/259, 3-17=-829/421, 4-17=-249/441, 5-17=-308/555, 5-14=-2420/1125, 6-14=-634/509, 7-14=-2951/1532, 7-12=-13/685, 8-12=-755/320, 8-11=0/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 2=630, 14=1572, 9=609. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 366 lb down and 354 lb up at 35-10-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 8-10=-70, 2-9=-20 Continued on page 2 October 15,2020 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 2508387 Truss B3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T21596016 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:17 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-c9x_mP0sg9bmRnorMZxAvw4HY27j70bpC4zbEUyTARy LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-228(F) 11=-101(F) 19=-115(F) 20=-115(F) 22=-115(F) 23=-115(F) 24=-115(F) 25=-115(F) 26=-36(F) 27=-36(F) 28=-36(F) 29=-36(F) 30=-36(F) 31=-36(F) October 15,2020 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 2508387 Truss B4 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T21596017 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-c9x_mP0sg9bmRnorMZxAvw4Lu23t76XpC4zbEUyTARy Scale = 1:44.8 1 2 3 4 5 6 9 8 7 10 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 2x4 3x4 2x4 9-5-0 9-5-0 15-11-0 6-5-15 25-4-0 9-5-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 18-8-10 6-0-10 25-4-0 6-7-6 0- 4 - 8 5- 7 - 1 3 0- 4 - 8 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.70 0.93 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.45 0.07 0.16 (loc) 2-9 6-7 6 6-7 l/defl >999 >655 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 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 3-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=259(LC 11) Max Uplift 6=-516(LC 12), 2=-635(LC 12) Max Grav 6=1107(LC 1), 2=1206(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2134/1386, 3-4=-1804/1203, 4-5=-1813/1249, 5-6=-2146/1424 BOT CHORD 2-9=-1171/1976, 7-9=-632/1297, 6-7=-1172/1908 WEBS 4-7=-340/642, 5-7=-543/519, 4-9=-322/628, 3-9=-534/514 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2) 12-8-0 to 18-10-1, Interior(1) 18-10-1 to 25-0-0 zone; cantilever left and right exposed ;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=516, 2=635. October 15,2020 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 2508387 Truss B5 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T21596018 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-4LVM_l1URTjd3xN2vHSPS8dW?SPKsayyRkj8nxyTARx Scale = 1:45.0 1 2 3 4 5 6 7 10 9 8 11 12 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x4 2x4 3x4 2x4 4x6 9-5-0 9-5-0 15-11-0 6-5-15 25-4-0 9-5-0 -1-0-0 1-0-0 6-7-6 6-7-6 12-8-0 6-0-10 18-8-10 6-0-10 25-4-0 6-7-6 26-4-0 1-0-0 0- 4 - 8 5- 7 - 1 3 0- 4 - 8 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.67 0.91 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.44 0.07 0.13 (loc) 2-10 2-10 6 2-10 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 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 3-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=264(LC 11) Max Uplift 2=-632(LC 12), 6=-632(LC 12) Max Grav 2=1203(LC 1), 6=1203(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/1349, 3-4=-1798/1174, 4-5=-1798/1174, 5-6=-2128/1349 BOT CHORD 2-10=-1106/1982, 8-10=-584/1291, 6-8=-1125/1889 WEBS 4-8=-326/629, 5-8=-534/513, 4-10=-326/629, 3-10=-534/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-8-0, Exterior(2) 12-8-0 to 18-10-1, Interior(1) 18-10-1 to 26-4-0 zone; cantilever left and right exposed ;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=632, 6=632. October 15,2020 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 2508387 Truss B6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596019 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZY2kB517CnsUg5yET_ze?L9iMspJbzd5fOShJNyTARw Scale = 1:45.8 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 5x6 3x4 2x4 3x4 3x4 2x4 4x6 5-9-6 5-9-6 11-0-0 5-2-10 14-4-0 3-4-0 19-6-10 5-2-10 25-4-0 5-9-6 -1-0-0 1-0-0 5-9-6 5-9-6 11-0-0 5-2-10 14-4-0 3-4-0 19-6-10 5-2-10 25-4-0 5-9-6 26-4-0 1-0-0 0- 4 - 8 4- 1 1 - 8 0- 4 - 8 4- 1 1 - 8 5.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.63 0.61 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.08 0.15 (loc) 11-12 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=232(LC 11) Max Uplift 2=-632(LC 12), 7=-632(LC 12) Max Grav 2=1236(LC 17), 7=1236(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2269/1524, 3-4=-1639/1170, 4-5=-1450/1138, 5-6=-1639/1170, 6-7=-2270/1524 BOT CHORD 2-12=-1289/2159, 11-12=-1289/2159, 10-11=-742/1509, 9-10=-1280/1986, 7-9=-1280/1986 WEBS 3-11=-727/607, 4-11=-193/363, 5-10=-193/363, 6-10=-728/607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 22-9-13, Interior(1) 22-9-13 to 26-4-0 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 2=632, 7=632. October 15,2020 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 2508387 Truss B7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21596020 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1kc7PR2lz4_LIFXQ1iUtXZipRG65KUuFu2CFrpyTARv Scale = 1:45.8 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 5x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x8 2x4 3x4 2x4 4x6 9-0-0 9-0-0 16-4-0 7-4-0 25-4-0 9-0-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 16-4-0 7-4-0 20-6-10 4-2-10 25-4-0 4-9-6 26-4-0 1-0-0 0- 4 - 8 4- 1 - 8 0- 4 - 8 4- 1 - 8 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.87 0.83 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.36 0.07 0.12 (loc) 7-9 7-9 7 9-11 l/defl >999 >822 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 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 4-11-7 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-194(LC 10) Max Uplift 2=-632(LC 12), 7=-632(LC 12) Max Grav 2=1203(LC 1), 7=1203(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/1617, 3-4=-1869/1343, 4-5=-1685/1320, 5-6=-1869/1343, 6-7=-2171/1617 BOT CHORD 2-11=-1364/1991, 9-11=-965/1684, 7-9=-1352/1931 WEBS 3-11=-371/426, 4-11=-90/379, 5-9=-97/379, 6-9=-373/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25-0-0, Interior(1) 25-0-0 to 26-4-0 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 2=632, 7=632. October 15,2020 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 2508387 Truss B8 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596021 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VwAVcn3NkO6CwP6cbP?64mF_WgQ83sRO7ixoNGyTARu Scale = 1:45.8 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 2x4 6x12 MT20HS 2x4 2x4 4x6 Special NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-4-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-8-0 5-8-0 18-4-0 5-8-0 25-4-0 7-0-0 26-4-0 1-0-0 0- 4 - 8 3- 3 - 8 0- 4 - 8 3- 3 - 8 5.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [5:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.91 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.46 0.15 (loc) 9 8-9 6 l/defl >928 >648 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 110 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-155(LC 6) Max Uplift 2=-1220(LC 8), 6=-1220(LC 8) Max Grav 2=2355(LC 29), 6=2355(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4875/2385, 3-4=-5546/2836, 4-5=-5546/2837, 5-6=-4875/2385 BOT CHORD 2-10=-2039/4456, 9-10=-2043/4486, 8-9=-2043/4371, 6-8=-2039/4341 WEBS 3-10=-79/706, 3-9=-704/1398, 4-9=-938/758, 5-9=-705/1399, 5-8=-79/706 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) 2=1220, 6=1220. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 433 lb down and 399 lb up at 7-0-0, and 433 lb down and 399 lb up at 18-4-0 on top chord, and 393 lb down and 164 lb up at 7-0-0, and 393 lb down and 164 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-202(F) 5=-202(F) 10=-370(F) 9=-61(F) 4=-136(F) 8=-370(F) 11=-136(F) 12=-136(F) 13=-136(F) 14=-136(F) 15=-61(F) 16=-61(F) 17=-61(F) 18=-61(F) "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. October 15,2020 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 2508387 Truss C2 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T21596022 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NiQ0S86undceO0POqF42EcPgxHrJ?c1_2Kv0X1yTARq Scale = 1:54.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 4x6 ST1.5x8 STP 6x8 4x6 5x8 4x6 2x4 6x8 5x6 4x6 3x8 7x10 5x6 5x8 3x4 NAILED NAILED LUS24 HHUS26-2 2-6-8 2-6-8 5-2-8 2-8-0 8-10-8 3-8-0 12-6-8 3-8-0 20-1-8 7-7-0 25-1-8 5-0-0 29-8-0 4-6-8 -1-0-0 1-0-0 2-6-8 2-6-8 5-2-8 2-8-0 8-10-8 3-8-0 12-6-8 3-8-0 20-1-8 7-7-0 25-1-8 5-0-0 29-8-0 4-6-8 0- 4 - 8 1- 5 - 3 2- 4 - 1 4 4- 5 - 1 4 2- 4 - 1 4 4- 5 - 1 4 5.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-0-1], [7:0-5-12,0-2-8], [14:0-3-8,0-4-8], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.82 0.76 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.55 0.11 0.39 (loc) 13-14 13-14 10 13-14 l/defl >999 >634 n/a >901 L/d 360 240 n/a 240 PLATES MT20 Weight: 332 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-6 oc bracing. REACTIONS. (size)10=0-3-8, 2=0-8-0 Max Horz 2=163(LC 25) Max Uplift 10=-1143(LC 8), 2=-1944(LC 8) Max Grav 10=2333(LC 1), 2=3753(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7447/3638, 3-4=-7118/3508, 4-5=-11342/5688, 5-6=-6988/3528, 6-7=-6493/3339, 7-8=-4739/2335 BOT CHORD 2-15=-3375/6711, 14-15=-7517/14812, 13-14=-5270/10454, 11-13=-2089/4342, 10-11=-2232/4396 WEBS 3-15=-1396/2966, 4-14=-4535/2338, 5-14=-2034/4119, 5-13=-4876/2527, 6-13=-1054/2261, 7-13=-1285/2586, 7-11=-72/319, 8-11=-343/375, 8-10=-4781/2463, 4-15=-8339/4281 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 10=1143, 2=1944. 9) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 7-11-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HHUS26-2 (14-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 9-10-8 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 October 15,2020 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 2508387 Truss C2 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T21596022 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:25 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NiQ0S86undceO0POqF42EcPgxHrJ?c1_2Kv0X1yTARq NOTES- 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 7-8=-70, 8-9=-70, 2-10=-20 Concentrated Loads (lb) Vert: 3=-5(F) 15=-132(F) 19=-692(F) 20=-2537(F) October 15,2020 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 2508387 Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T21596023 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:26 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ru_OfU7WYwkV0A_aNybHnqyo?h7Qk2w7G_fZ3TyTARp Scale = 1:53.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 5x8 ST1.5x8 STP 5x6 4x6 4x6 5x6 5x8 4x6 6x12 MT20HS2x4 4x6 6x8 3x6 3x6 7x10 5x8 5x8 2x4 3x6 7x10 WB 7-8-0 3- 5 - 4 3-6-8 3-6-8 6-2-8 2-8-0 12-4-4 6-1-12 13-6-8 1-2-4 19-1-8 5-7-0 20-3-12 1-2-4 26-0-0 5-8-4 29-8-0 3-8-0 -1-0-0 1-0-0 3-6-8 3-6-8 6-2-8 2-8-0 12-4-4 6-1-12 13-6-8 1-2-4 19-1-8 5-7-0 20-3-12 1-2-4 26-0-0 5-8-4 29-8-0 3-8-0 0- 4 - 8 1- 1 0 - 3 2- 0 - 8 4- 1 0 - 1 4 2- 0 - 8 4- 1 0 - 1 4 5.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-8], [11:Edge,0-3-8], [12:0-3-8,0-2-8], [14:0-3-8,0-4-4], [15:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.99 0.90 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.72 0.09 0.38 (loc) 15-17 14-15 11 15-17 l/defl >999 >485 n/a >918 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 169 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 11-13: 2x6 SP No.2, 13-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 1 Row at midpt 4-15 2 Rows at 1/3 pts 5-8 REACTIONS. (size)11=0-3-8, 2=0-8-0 Max Horz 2=-182(LC 10) Max Uplift 11=-344(LC 12), 2=-503(LC 12) Max Grav 11=1790(LC 19), 2=1851(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3666/1212, 3-4=-5432/1864, 4-5=-3867/871, 5-6=-1451/496, 6-7=-1401/447, 7-8=-1483/508, 8-9=-3895/896, 9-10=-3161/1024, 10-11=-1617/578 BOT CHORD 2-18=-1222/3373, 17-18=-1215/3381, 15-17=-1973/5660, 14-15=-759/3583, 12-14=-1068/3316 WEBS 3-17=-851/2530, 4-17=-1326/364, 4-15=-2135/1248, 5-15=0/1055, 5-19=-2231/499, 19-20=-2137/491, 8-20=-2273/515, 8-14=0/1018, 9-14=-126/580, 9-12=-1818/549, 10-12=-1111/3428, 6-19=-38/370, 7-20=-79/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 6-2-8, Interior(1) 6-2-8 to 13-6-8, Exterior(2) 13-6-8 to 25-1-8, Interior(1) 25-1-8 to 29-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 5-19, 19-20, 8-20 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=344, 2=503. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 15,2020 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 2508387 Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T21596024 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-K4Xmtq88JEsMeKZmxg6WJ1V2I4UGTWFHVeO6bvyTARo Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 4x6 ST1.5x8 STP 6x8 5x6 5x6 5x6 4x6 6x12 MT20HS3x6 3x6 3x8 3x6 3x6 3x8 6x8 3x4 2x4 5x6 2x4 2x4 7-8-0 4- 2 - 4 5-6-8 5-6-8 12-4-4 6-9-12 15-6-8 3-2-4 17-1-8 1-7-0 20-3-12 3-2-4 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 5-6-8 5-6-8 8-2-8 2-8-0 12-4-4 4-1-12 14-5-8 2-1-4 15-6-8 1-1-0 17-1-8 1-7-0 18-2-8 1-1-0 20-3-12 2-1-4 24-8-8 4-4-12 29-8-0 4-11-8 0- 4 - 8 2- 8 - 3 5- 8 - 1 4 0- 6 - 3 5- 8 - 1 4 5.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,Edge], [15:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.70 0.86 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.65 0.11 0.26 (loc) 15-16 15-16 12 16-18 l/defl >999 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 170 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,8-12: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 2-17: 2x4 SP M 31, 12-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS. (size)12=0-3-8, 2=0-8-0 Max Horz 2=259(LC 11) Max Uplift 12=-332(LC 12), 2=-490(LC 12) Max Grav 12=1865(LC 19), 2=1878(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3726/1195, 3-4=-3422/1187, 4-5=-3734/825, 5-6=-3181/836, 6-7=0/589, 7-8=0/677, 8-9=0/544, 9-10=-3247/891, 10-11=-3765/852, 11-12=-4085/1160 BOT CHORD 2-18=-1027/3488, 16-18=-1210/4766, 15-16=-526/3429, 13-15=-963/3705, 12-13=-963/3705 WEBS 3-18=-201/1237, 4-18=-1713/235, 4-16=-1531/782, 5-16=0/1242, 6-19=-4043/822, 19-20=-4022/829, 9-20=-4097/851, 10-15=0/1130, 11-15=-537/490, 11-13=-327/0, 8-20=-102/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-6-8, Exterior(2) 5-6-8 to 8-2-8, Interior(1) 8-2-8 to 15-6-8, Exterior(2) 15-6-8 to 23-1-8, Interior(1) 23-1-8 to 29-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 9-10, 6-19, 19-20, 9-20 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=332, 2=490. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 15,2020 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 2508387 Truss C5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T21596025 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oH584A8m4Y_CFT8zVNdlsF1EkUoNC2qQkI8g7MyTARn Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 5x6 ST1.5x8 STP 6x8 5x6 4x6 4x6 6x12 MT20HS WB3x6 3x8 3x6 3x6 3x6 3x8 6x8 3x4 2x4 2x4 5x6 WB 5x6 4- 2 - 4 7-8-0 7-6-8 7-6-8 12-4-4 4-9-12 20-3-12 7-11-8 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 7-6-8 7-6-8 10-2-8 2-8-0 12-4-4 2-1-12 13-7-6 1-3-2 14-5-8 0-10-2 16-4-0 1-10-8 18-2-8 1-10-8 19-0-10 0-10-2 20-3-12 1-3-2 24-8-8 4-4-12 29-8-0 4-11-8 0- 4 - 8 3- 6 - 3 6- 0 - 1 3 0- 6 - 3 3- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [4:0-4-0,0-2-8], [5:0-4-8,0-1-8], [10:0-3-0,Edge], [15:0-3-8,0-4-4], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.59 1.00 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.63 0.11 0.23 (loc) 15-16 15-16 12 16 l/defl >999 >555 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 162 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31, 4-7,7-10: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 12-14: 2x4 SP No.2, 14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-16,6-8,9-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=276(LC 11) Max Uplift 2=-498(LC 12), 12=-335(LC 12) Max Grav 2=1864(LC 18), 12=1860(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3609/1152, 3-4=-3291/1174, 4-5=-3780/884, 5-6=-3141/826, 6-7=0/339, 7-8=0/293, 8-9=-3189/894, 9-11=-3663/858, 11-12=-3878/1125 BOT CHORD 2-18=-964/3380, 16-18=-939/4191, 15-16=-519/3358, 13-15=-910/3456, 12-13=-910/3450 WEBS 3-18=-66/1115, 4-18=-1429/0, 4-16=-1460/738, 5-16=-175/1712, 6-19=-3671/775, 8-19=-3671/775, 9-15=0/1005, 11-15=-373/438, 7-19=-39/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-6-8, Exterior(2) 7-6-8 to 10-2-8, Interior(1) 10-2-8 to 16-4-0, Exterior(2) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 8-9, 6-19, 8-19 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=498, 12=335. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 15,2020 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 2508387 Truss C6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T21596026 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GTfWHW9Orr63tdj9359_OSaOIuDtxVhayytDgoyTARm Scale = 1:54.9 1 2 3 5 6 7 8 9 10 11 12 13 4 19 18 17 16 15 14 20 21 22 23 24 6x8 ST1.5x8 STP 6x8 5x6 4x6 4x6 6x12 MT20HS3x4 3x8 7x10 3x6 3x6 3x8 6x8 3x4 2x4 2x4 6x12 MT20HS WB 5x6 3x6 4- 2 - 4 7-8-0 7-6-8 7-6-8 12-4-4 4-9-12 20-3-12 7-11-8 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 7-6-8 7-6-8 10-2-8 2-8-0 12-4-4 2-1-12 13-7-6 1-3-2 14-5-8 0-10-2 16-4-0 1-10-8 18-2-8 1-10-8 19-0-10 0-10-2 20-3-12 1-3-2 24-8-8 4-4-12 29-8-0 4-11-8 0- 4 - 8 3- 6 - 3 4- 4 - 3 6- 0 - 1 3 0- 6 - 3 4- 4 - 3 5.00 12 Plate Offsets (X,Y)-- [3:0-2-12,Edge], [4:0-3-0,0-2-4], [5:0-4-0,0-2-8], [6:0-1-7,Edge], [11:0-3-0,Edge], [16:0-3-8,0-4-4], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.67 0.66 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.67 0.11 0.25 (loc) 16-17 16-17 13 17 l/defl >999 >524 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 168 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP M 31, 5-8,8-11: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 15-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-17,7-9,10-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. JOINTS 1 Brace at Jt(s): 5, 20 REACTIONS. (size)2=0-8-0, 13=0-4-0 Max Horz 2=279(LC 11) Max Uplift 2=-495(LC 12), 13=-334(LC 12) Max Grav 2=1874(LC 18), 13=1863(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3764/1007, 3-5=-2785/903, 5-6=-3084/649, 6-7=-3175/772, 7-8=0/404, 8-9=0/369, 9-10=-3200/801, 10-12=-3679/760, 12-13=-3855/1058, 3-4=-643/221, 4-6=-578/209 BOT CHORD 2-19=-784/3550, 17-19=-707/4028, 16-17=-427/3375, 14-16=-848/3437, 13-14=-848/3429 WEBS 3-19=0/921, 5-19=-1147/0, 5-17=-1463/494, 6-17=-10/1688, 7-20=-3772/683, 9-20=-3772/683, 10-16=0/1019, 12-16=-346/472, 12-14=-292/0, 8-20=-32/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-6-8, Exterior(2) 9-6-8 to 11-11-6, Interior(1) 11-11-6 to 16-4-0, Exterior(2) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 6-7, 9-10, 7-20, 9-20, 4-6 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=495, 13=334. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.October 15,2020 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 2508387 Truss C7 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T21596027 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kfDvVsA0c9EwVnILcogDxg7XYIVGgyRjBbdnCEyTARl Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 4x6 ST1.5x8 STP 5x6 4x6 4x6 5x8 WB3x4 4x6 10x12 3x8 5x6 3x6 3x6 2x4 6x8 3x4 2x4 2x4 6x12 MT20HS WB 5x6 2x4 4- 2 - 4 7-8-0 7-6-8 7-6-8 11-6-8 4-0-0 12-4-4 0-9-12 20-3-12 7-11-8 24-8-8 4-4-12 29-8-0 4-11-8 -1-0-0 1-0-0 7-6-8 7-6-8 10-2-8 2-8-0 11-6-8 1-4-0 12-4-4 0-9-12 13-7-6 1-3-2 14-5-8 0-10-2 16-4-0 1-10-8 18-2-8 1-10-8 19-0-10 0-10-2 20-3-12 1-3-2 24-8-8 4-4-12 29-8-0 4-11-8 0- 4 - 8 6- 0 - 1 3 0- 6 - 3 5- 2 - 3 5.00 12 Plate Offsets (X,Y)-- [6:0-9-12,0-5-4], [11:0-3-0,Edge], [16:0-3-8,0-4-8], [17:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.83 0.90 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.54 0.11 0.16 (loc) 16-17 16-17 13 16-17 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 172 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.1, 11-13,4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x4 SP M 31, 15-19: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-17,7-9,10-16: 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 6-2-10 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size)2=0-8-0, 13=0-4-0 Max Horz 2=279(LC 11) Max Uplift 2=-511(LC 12), 13=-344(LC 12) Max Grav 2=1850(LC 18), 13=1849(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3618/1123, 3-4=-2346/919, 5-6=-2477/8, 6-7=-1604/259, 8-9=-379/323, 9-10=-3082/845, 10-12=-3506/804, 12-13=-3853/1117, 4-7=-2219/925 BOT CHORD 2-20=-931/3400, 18-20=-466/3198, 17-18=-463/3198, 16-17=-463/3198, 14-16=-902/3420, 13-14=-902/3416 WEBS 3-20=-141/403, 6-17=0/1776, 7-21=-3180/613, 9-21=-3181/614, 10-16=0/834, 12-16=-413/490, 5-18=-1029/0, 4-5=-272/895, 3-5=-1443/527, 5-20=-622/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-6-8, Exterior(2) 11-6-8 to 13-11-6, Interior(1) 13-11-6 to 16-4-0, Exterior(2) 16-4-0 to 22-4-0, Interior(1) 22-4-0 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 16-4-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 9-10, 7-21, 9-21 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=511, 13=344. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 15,2020 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 2508387 Truss C8 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T21596028 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CsnHiCBeNSMn6xtXAVBSUtfmiiuLPQ4tQFMKkgyTARk Scale = 1:52.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 5x6 ST1.5x8 STP 4x6 4x6 5x6 4x6 6x12 MT20HS WB2x4 6x8 3x6 3x6 6x8 3x4 2x4 2x4 2x4 6x12 MT20HS WB 5-11-8 5-11-8 11-4-4 5-4-12 13-6-8 2-2-4 16-5-8 2-11-0 18-7-12 2-2-4 24-0-8 5-4-12 29-8-0 5-7-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-4-4 5-4-12 13-6-8 2-2-4 16-5-8 2-11-0 18-7-12 2-2-4 24-0-8 5-4-12 29-8-0 5-7-8 0- 4 - 8 6- 0 - 3 0- 6 - 3 6- 0 - 3 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [12:0-3-8,0-4-4], [13:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.55 0.72 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.48 0.10 -0.28 (loc) 13-15 12-13 9 13-15 l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 154 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-13,4-7,7-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS. (size)9=0-4-0, 2=0-8-0 Max Horz 2=277(LC 11) Max Uplift 9=-367(LC 12), 2=-487(LC 12) Max Grav 9=1787(LC 19), 2=1881(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3778/1226, 3-4=-3278/820, 4-5=-851/402, 5-6=-769/387, 6-7=-856/409, 7-8=-3274/854, 8-9=-3730/1197 BOT CHORD 2-15=-1052/3559, 13-15=-1051/3557, 12-13=-474/3028, 10-12=-1004/3303, 9-10=-1004/3303 WEBS 3-13=-584/638, 4-13=0/864, 4-16=-2210/518, 16-17=-2173/517, 7-17=-2208/524, 7-12=0/845, 8-12=-540/639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-6-8, Exterior(2) 13-6-8 to 24-11-5, Interior(1) 24-11-5 to 29-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 15-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-16, 16-17, 7-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=367, 2=487. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 15,2020 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 2508387 Truss C9 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T21596029 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-g2LfwYCH8mUek5SkkDih05CrW5C88qu0fv6tG7yTARj Scale = 1:51.0 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 4x6 ST1.5x8 STP 4x6 4x6 3x4 5x8 3x4 5x8 5x6 10-2-4 10-2-4 19-9-12 9-7-9 29-8-0 9-10-4 -1-0-0 1-0-0 7-9-6 7-9-6 15-0-0 7-2-10 22-2-10 7-2-10 29-8-0 7-5-6 0- 4 - 8 6- 7 - 8 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.92 0.81 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.52 0.08 0.23 (loc) 7-9 2-9 6 6-7 l/defl >999 >676 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-4-0 Max Horz 2=305(LC 11) Max Uplift 2=-729(LC 12), 6=-612(LC 12) Max Grav 2=1444(LC 17), 6=1345(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2626/1563, 3-4=-2307/1456, 4-5=-2294/1496, 5-6=-2605/1591 BOT CHORD 2-9=-1320/2522, 7-9=-723/1584, 6-7=-1300/2276 WEBS 4-7=-436/939, 5-7=-573/541, 4-9=-437/959, 3-9=-595/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 21-0-0, Interior(1) 21-0-0 to 29-6-0 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 2=729, 6=612. October 15,2020 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 2508387 Truss C10 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T21596030 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RJIF1T5dG?Mw9iG?iq2a9BKJXT8bXm3ha0QvS8yTARs Scale = 1:60.1 1 2 3 4 6 8 10 13 5 7 9 11 12 14 16 18 20 22 15 17 19 21 23 28 27 26 25 24 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3x6 ST1.5x8 STP 4x6 6x8 7x10 3x6 5x8 6x12 MT20HS WB3x4 3x4 3x4 3x4 5x6 6x8 3x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-8-0 5-8-0 11-10-1 6-2-1 18-1-15 6-3-13 24-4-0 6-2-1 29-8-0 5-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-10-1 6-2-1 18-1-15 6-3-13 24-4-0 6-2-1 29-8-0 5-4-0 0- 4 - 8 6- 7 - 8 0- 6 - 3 2- 8 - 1 3 5.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge], [3:0-3-11,0-2-4], [12:0-4-8,0-1-8], [16:0-5-0,0-4-8], [23:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.94 0.78 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.66 0.21 0.47 (loc) 25-27 25-27 23 25-27 l/defl >999 >534 n/a >752 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 204 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-16: 2x6 SP M 26, 16-22: 2x6 SP No.2, 1-6,19-23: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 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 1-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. JOINTS 1 Brace at Jt(s): 16, 9, 12, 5, 20 REACTIONS. (size)2=0-8-0, 23=0-4-0 Max Horz 2=305(LC 7) Max Uplift 2=-1514(LC 8), 23=-1452(LC 8) Max Grav 2=2915(LC 29), 23=2907(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6655/3288, 3-4=-2754/1300, 4-8=-2604/1305, 8-10=-2564/1346, 10-13=-2539/1402, 3-5=-4055/2198, 5-7=-4055/2198, 7-9=-4055/2198, 9-11=-4048/2173, 11-12=-4048/2173, 12-14=-4048/2173, 14-16=-4048/2173, 16-18=-3513/1913, 18-20=-3513/1913, 20-22=-3513/1913, 13-15=-2551/1403, 15-17=-2567/1345, 17-21=-2606/1301, 21-22=-2773/1305, 22-23=-6439/3232 BOT CHORD 2-28=-2951/6270, 27-28=-2971/6230, 25-27=-3144/6511, 24-25=-3127/6268, 23-24=-2883/5835 WEBS 3-28=0/482, 3-27=-186/435, 9-27=0/369, 9-25=-361/376, 16-25=0/462, 16-24=-667/287, 22-24=-161/692, 12-13=-812/1565, 10-11=-266/230, 14-15=-289/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 2=1514, 23=1452. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. October 15,2020 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 2508387 Truss C10 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T21596030 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:23 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RJIF1T5dG?Mw9iG?iq2a9BKJXT8bXm3ha0QvS8yTARs NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 389 lb down and 391 lb up at 5-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-13=-70, 3-22=-50(F), 13-22=-70, 22-23=-70, 2-23=-20 Concentrated Loads (lb) Vert: 13=-103(B) 3=-250(B) 28=-102(B) 10=-103(B) 8=-103(B) 4=-103(B) 15=-103(B) 17=-103(B) 21=-103(B) 29=-103(B) 30=-103(B) 32=-26(B) 33=-83(B) 34=-33(B) 35=-33(B) 36=-33(B) 37=-33(B) 38=-33(B) 39=-33(B) 40=-33(B) 41=-33(B) 42=-33(B) 43=-179(B) 44=-109(B) 45=-60(B) October 15,2020 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 2508387 Truss CJ1 Truss Type CORNER JACK Qty 18 Ply 1 Job Reference (optional) T21596031 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8Ev17tCvv4cVMF0wIwDwZIlDkVkytPX9tZrRpZyTARi Scale = 1:6.7 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 8 0- 9 - 8 0- 5 - 1 0- 9 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 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=61(LC 12) Max Uplift 3=-11(LC 1), 2=-160(LC 12) Max Grav 3=26(LC 12), 2=162(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) 3 except (jt=lb) 2=160. October 15,2020 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 2508387 Truss CJ3 Truss Type CORNER JACK Qty 11 Ply 1 Job Reference (optional) T21596032 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:34 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cQSPLDDXgNkMzOb6rek95WHNVv38csmJ6Db_L?yTARh Scale = 1:11.0 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 8 1- 7 - 8 1- 3 - 1 1- 7 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.19 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-57(LC 12), 2=-178(LC 12) Max Grav 3=85(LC 17), 2=241(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) 3 except (jt=lb) 2=178. October 15,2020 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 2508387 Truss CJ5 Truss Type CORNER JACK Qty 8 Ply 1 Job Reference (optional) T21596033 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:34 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cQSPLDDXgNkMzOb6rek95WHG1v0FcsmJ6Db_L?yTARh Scale = 1:15.1 1 2 3 4 4x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 8 2- 5 - 8 0- 4 - 7 2- 1 - 1 2- 5 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.60 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 5-0-0 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=161(LC 12) Max Uplift 3=-132(LC 12), 2=-197(LC 12) Max Grav 3=177(LC 17), 2=326(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 3=132, 2=197. October 15,2020 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 2508387 Truss D1 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21596034 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:35 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5d0oYZE9RhtDbYAJPLGOejqOgJIcL5NSLtKYtSyTARg Scale = 1:41.0 1 2 3 4 5 6 7 12 10 911 8 14 15 16 17 13 5x6 ST1.5x8 STP 2x4 4x6 5x12 4x6 2x4 3x4 2x4 5x8 6x8 3x4 5-7-6 5-7-6 10-8-0 5-0-10 12-11-8 2-3-8 16-5-8 3-6-0 17-3-8 0-10-0 22-2-0 4-10-8 22-5-8 0-3-8 -1-0-0 1-0-0 5-7-6 5-7-6 10-8-0 5-0-10 12-11-8 2-3-8 16-5-8 3-6-0 17-6-12 1-1-4 22-5-8 4-10-12 0- 4 - 8 4- 9 - 1 3 3- 9 - 1 3 1- 0 - 0 5.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-4-8,0-3-0], [9:0-3-0,0-2-4], [10:0-6-0,0-2-4], [11:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.80 0.57 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.69 0.25 0.34 (loc) 9 9 13 9 l/defl >990 >383 n/a >779 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 7-13,5-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. REACTIONS. (size)2=0-8-0, 13=0-3-8 Max Horz 2=306(LC 12) Max Uplift 2=-551(LC 12), 13=-488(LC 12) Max Grav 2=1121(LC 17), 13=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1990/1218, 3-4=-2019/1434, 4-5=-1204/849, 5-6=-1296/885, 8-13=-986/654 BOT CHORD 2-12=-1398/1819, 10-12=-918/1218, 9-10=-733/895, 8-9=-704/951 WEBS 3-12=-402/498, 6-11=-250/463, 6-8=-1066/830, 4-12=-643/807 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-8-0, Exterior(2) 10-8-0 to 19-1-13, Interior(1) 19-1-13 to 22-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=551, 13=488. October 15,2020 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 2508387 Truss D2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21596035 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:36 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZpaAmvFnC??4DilVz3ndBxMWijaa4aocZX45PuyTARf Scale = 1:40.5 1 2 3 4 5 6 13 12 11 10 9 8 715 16 17 18 14 5x8 ST1.5x8 STP 4x6 5x6 5x6 3x4 5x8 5x8 4x6 3x4 2x4 3x4 3x8 8-8-0 8-8-0 12-11-8 4-3-8 14-5-8 1-6-0 17-3-8 2-10-0 22-5-8 5-2-0 -1-0-0 1-0-0 4-7-6 4-7-6 8-8-0 4-0-10 12-11-8 4-3-8 14-5-8 1-6-0 17-3-8 2-10-0 22-5-8 5-2-0 0- 4 - 8 3- 1 1 - 1 3 2- 1 1 - 1 3 1- 0 - 0 5.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [8:0-2-8,0-2-8], [9:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.98 0.78 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.41 0.15 0.23 (loc) 7-8 7-8 14 7-8 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-10: 2x6 SP No.2, 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS. (size)2=0-8-0, 14=0-3-8 Max Horz 2=256(LC 12) Max Uplift 2=-560(LC 12), 14=-478(LC 12) Max Grav 2=1103(LC 17), 14=986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1913/1298, 3-4=-1594/1000, 4-5=-1429/987, 5-6=-1760/1192, 7-14=-986/639, 6-7=-817/603 BOT CHORD 2-13=-1411/1758, 12-13=-994/1426, 11-12=-1128/1647, 10-11=-721/859, 8-9=-723/641 WEBS 3-13=-386/460, 4-13=-113/375, 5-12=-411/287, 9-11=-243/627, 5-9=-163/285, 6-9=-1178/1720 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-8-0, Exterior(2) 8-8-0 to 17-1-13, Interior(1) 17-1-13 to 22-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=560, 14=478. October 15,2020 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 2508387 Truss D3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596036 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:37 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1?8YzFFPzI7xqsKhXmItj8vpf6x7p_sloBpeyKyTARe Scale = 1:42.4 1 2 3 4 5 6 7 8 9 13 12 11 10 15 16 17 14 4x6 ST1.5x8 STP 4x6 3x6 5x6 2x4 4x6 2x4 3x6 3x4 5x8 2x4 6x8 8-11-0 8-11-0 11-2-0 2-3-0 17-3-8 6-1-8 22-6-0 5-2-8 -1-0-0 1-0-0 4-8-14 4-8-14 8-11-0 4-2-2 11-2-0 2-3-0 16-9-3 5-7-3 17-3-8 0-6-5 19-10-0 2-6-8 22-6-0 2-8-0 0- 4 - 8 4- 1 - 1 3- 1 - 1 3 4- 5 - 3 3- 3 - 1 3 2- 3 - 1 3 1- 0 - 0 3- 1 - 1 3 5.00 12 Plate Offsets (X,Y)-- [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.45 0.76 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.23 0.03 0.05 (loc) 2-13 2-13 12 13 l/defl >999 >887 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-3-8, 14=0-3-8 Max Horz 2=218(LC 12) Max Uplift 2=-435(LC 12), 12=-556(LC 12), 14=-49(LC 12) Max Grav 2=874(LC 17), 12=1098(LC 1), 14=169(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1381/849, 3-4=-990/547, 4-5=-968/587 BOT CHORD 2-13=-992/1301, 12-13=-638/990, 11-12=-546/443, 7-11=-305/295 WEBS 3-13=-440/480, 4-13=-239/504, 5-12=-1176/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-11-0, Exterior(2) 8-11-0 to 11-2-0, Interior(1) 11-2-0 to 19-10-0, Exterior(2) 19-10-0 to 22-4-4 zone; cantilever left and right exposed ;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) Bearing at joint(s) 14 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) 14 except (jt=lb) 2=435, 12=556. October 15,2020 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 2508387 Truss D4 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T21596037 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zOGIOxHgUwNf4AU4eBKLoZ_4DwcVH4p2GVIl0DyTARc Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 4x6 ST1.5x8 STP 4x6 5x8 2x4 2x4 5x6 3x12 MT20HS 8-11-0 8-11-0 17-3-8 8-4-8 -1-0-0 1-0-0 5-5-7 5-5-7 8-11-0 3-5-9 12-4-9 3-5-9 17-3-8 4-10-15 0- 4 - 8 4- 1 - 1 0- 7 - 3 5.00 12 Plate Offsets (X,Y)-- [6:0-3-7,Edge], [6:0-0-0,0-2-11], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.83 0.77 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.03 0.07 (loc) 2-7 2-7 6 6-7 l/defl >999 >825 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 75 lb FT = 20% GRIP 244/190 187/143 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 4-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-3-8 Max Horz 2=187(LC 11) Max Uplift 2=-471(LC 12), 6=-349(LC 12) Max Grav 2=854(LC 1), 6=753(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1349/977, 3-4=-1013/741, 4-5=-1012/759, 5-6=-1301/964 BOT CHORD 2-7=-796/1219, 6-7=-759/1127 WEBS 5-7=-371/411, 4-7=-377/541, 3-7=-419/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-11-0, Exterior(2) 8-11-0 to 14-11-0, Interior(1) 14-11-0 to 17-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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=471, 6=349. October 15,2020 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 2508387 Truss D7 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) T21596038 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zOGIOxHgUwNf4AU4eBKLoZ_90wbHH4i2GVIl0DyTARc Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 4x6 ST1.5x8 STP 4x6 4x6 5x8 2x4 2x4 8-11-0 8-11-0 17-6-0 8-7-0 -1-0-0 1-0-0 5-5-7 5-5-7 8-11-0 3-5-9 12-4-9 3-5-9 17-6-0 5-1-7 0- 4 - 8 4- 1 - 1 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-11], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.46 0.78 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.03 0.08 (loc) 2-7 2-7 6 6-7 l/defl >999 >845 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 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: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. REACTIONS. (size)6=0-4-0, 2=0-8-0 Max Horz 2=187(LC 11) Max Uplift 6=-353(LC 12), 2=-475(LC 12) Max Grav 6=761(LC 1), 2=862(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1370/986, 3-4=-1035/751, 4-5=-1035/770, 5-6=-1344/990 BOT CHORD 2-7=-807/1235, 6-7=-789/1174 WEBS 4-7=-389/558, 5-7=-403/434, 3-7=-418/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-11-0, Exterior(2) 8-11-0 to 14-11-0, Interior(1) 14-11-0 to 17-4-0 zone; cantilever left and right exposed ;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=353, 2=475. October 15,2020 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 2508387 Truss D8 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596039 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vnO3pcJw0XdMJTeSmcMpu_4X2kKXlzzLjpns55yTARa Scale = 1:30.5 1 2 3 4 6 5 7 8 10 9 11 14 13 12 15 16 17 18 19 4x6 ST1.5x8 STP 5x8 5x8 2x4 3x4 2x4 7x10 3x8 6x8 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-0-0 4-0-0 8-11-0 4-11-0 14-8-8 5-9-8 -1-0-0 1-0-0 4-0-0 4-0-0 6-11-0 2-11-0 8-11-0 2-0-0 10-11-0 2-0-0 13-10-0 2-11-0 14-8-8 0-10-8 0- 4 - 8 2- 0 - 8 4- 1 - 1 1- 8 - 2 2- 0 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.30 0.60 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.03 0.05 (loc) 12-13 12-13 12 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 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 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. JOINTS 1 Brace at Jt(s): 7, 5 REACTIONS. (size)2=0-8-0, 12=Mechanical Max Horz 2=151(LC 7) Max Uplift 2=-532(LC 8), 12=-424(LC 8) Max Grav 2=946(LC 29), 12=840(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1717/811, 3-4=-826/405, 4-6=-756/435, 3-5=-327/168, 5-7=-327/168, 7-8=-327/168, 8-10=-326/166, 6-9=-753/431, 9-10=-807/402 BOT CHORD 2-14=-775/1625, 13-14=-786/1607, 12-13=-288/517 WEBS 3-13=-599/348, 7-13=0/277, 10-13=-198/599, 10-12=-933/573, 6-7=-115/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=532, 12=424. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 3-6=-70, 6-10=-70, 10-11=-70, 2-12=-20 Concentrated Loads (lb) Vert: 6=-39(F) 3=-39(F) 10=-39(F) 14=-24(F) 13=-16(F) 4=-39(F) 9=-39(F) 15=-51(F) 16=-16(F) 17=-16(F) 18=-16(F) 19=-16(F) TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. October 15,2020 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 2508387 Truss EJ2 Truss Type Jack-Open Girder Qty 1 Ply 1 Job Reference (optional) T21596040 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vnO3pcJw0XdMJTeSmcMpu_4aAkPwl1VLjpns55yTARa Scale = 1:10.0 1 2 4 3 2x4 ST1.5x8 STP 2-6-8 2-6-8 2-6-8 2-6-8 0- 4 - 8 1- 5 - 3 1- 0 - 1 3 1- 5 - 3 5.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.10 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 2-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=67(LC 8) Max Uplift 1=-56(LC 8), 2=-73(LC 8), 3=-41(LC 4) Max Grav 1=169(LC 25), 2=90(LC 13), 3=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) 1, 2, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 89 lb up at 1-8-12 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: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-201 October 15,2020 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 2508387 Truss EJ3 Truss Type JACK-OPEN Qty 2 Ply 1 Job Reference (optional) T21596041 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:42 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NzxR0yJYnrlDxdDfJJu2QCckU7o0UUlUyTXPdYyTARZ Scale = 1:11.0 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 8 1- 7 - 8 1- 3 - 1 1- 7 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.19 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-57(LC 12), 2=-178(LC 12) Max Grav 3=85(LC 17), 2=241(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) 3 except (jt=lb) 2=178. October 15,2020 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 2508387 Truss EJ4 Truss Type Jack-Open Qty 9 Ply 1 Job Reference (optional) T21596042 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:42 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NzxR0yJYnrlDxdDfJJu2QCcaZ7kkUUlUyTXPdYyTARZ Scale = 1:18.2 1 2 5 3 4 4x6 ST1.5x8 STP 5-8-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 0- 4 - 8 2- 8 - 1 3 2- 4 - 7 2- 8 - 1 3 5.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.82 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >683 n/a **** L/d 360 240 n/a 240 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 4-9-5 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=178(LC 12) Max Uplift 3=-155(LC 12), 2=-205(LC 12) Max Grav 3=206(LC 17), 2=356(LC 17), 4=105(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-7-4 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 3=155, 2=205. October 15,2020 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 2508387 Truss EJ5 Truss Type JACK-OPEN Qty 5 Ply 1 Job Reference (optional) T21596043 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oYdZe_MQ4m7oo5xE?SRl2qECaLoVhrVweRl3EtyTARW Scale = 1:13.0 1 2 3 4 3x4 ST1.5x8 STP 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0- 4 - 8 2- 0 - 8 1- 8 - 1 2- 0 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.33 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 4-0-0 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=136(LC 12) Max Uplift 3=-96(LC 12), 2=-186(LC 12) Max Grav 3=132(LC 17), 2=282(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) 3 except (jt=lb) 2=186. October 15,2020 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 2508387 Truss EJ7 Truss Type JACK-OPEN Qty 7 Ply 1 Job Reference (optional) T21596044 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:50 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8VQSihPZvIm5usqBn?1wluyziMOhM5kfojTqv4yTARR Scale = 1:21.3 1 2 5 3 44x6 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 8 3- 3 - 8 2- 1 1 - 1 3- 3 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.75 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.20 -0.00 0.14 (loc) 2-4 2-4 3 2-4 l/defl >997 >395 n/a >554 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 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. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=211(LC 12) Max Uplift 3=-176(LC 12), 2=-223(LC 12) Max Grav 3=243(LC 17), 2=417(LC 17), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 3=176, 2=223. October 15,2020 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 2508387 Truss EJ42 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T21596045 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-s9VpEIKAY8t4Ynnrt1PHzP9vEX0zDwheB7Gz9_yTARY Scale = 1:13.7 1 2 3 6 4 5 4x6 ST1.5x8 STP 2x4 2x4 2-10-3 2-10-3 5-8-0 2-9-13 -1-0-0 1-0-0 2-10-3 2-10-3 5-8-0 2-9-13 0- 4 - 8 1- 6 - 1 2 1- 3 - 4 1- 6 - 1 2 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.19 0.61 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.07 0.15 (loc) 6 6 4 6 l/defl >999 >415 n/a >427 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=109(LC 12) Max Uplift 4=-72(LC 8), 2=-229(LC 12), 5=-33(LC 12) Max Grav 4=96(LC 1), 2=351(LC 17), 5=138(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-181/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=229. October 15,2020 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 2508387 Truss EJ43 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T21596046 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:44 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KM3BReLoJS?xAxM1RkwWVdi?SxPOyOHnPn0WiQyTARX Scale = 1:12.7 1 2 3 6 4 5 4x6 ST1.5x8 STP 2x4 2x4 1-4-0 1-4-0 5-8-0 4-4-0 -1-0-0 1-0-0 1-4-0 1-4-0 5-8-0 4-4-0 0- 4 - 8 0- 1 1 - 3 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.48 0.40 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.04 0.07 (loc) 5-6 5-6 4 5-6 l/defl >999 >563 n/a >955 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=71(LC 12) Max Uplift 4=-111(LC 8), 2=-236(LC 12) Max Grav 4=149(LC 1), 2=342(LC 1), 5=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111, 2=236. October 15,2020 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 2508387 Truss EJ44 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T21596047 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:44 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KM3BReLoJS?xAxM1RkwWVdi_6xPRyNmnPn0WiQyTARX Scale = 1:17.0 1 2 3 6 4 5 4x6 ST1.5x8 STP 4x6 2x4 4-10-3 4-10-3 5-8-0 0-9-13 -1-0-0 1-0-0 4-10-3 4-10-3 5-8-0 0-9-13 0- 4 - 8 2- 4 - 1 2 2- 1 - 4 2- 4 - 1 2 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.57 0.40 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.02 0.06 (loc) 2-6 2-6 4 2-6 l/defl >999 >577 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical, 4=Mechanical Max Horz 2=159(LC 12) Max Uplift 2=-213(LC 12), 5=-102(LC 12), 4=-20(LC 8) Max Grav 2=358(LC 17), 5=221(LC 17), 4=26(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-203/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=213, 5=102. October 15,2020 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 2508387 Truss EJ51 Truss Type MONOPITCH GIRDER Qty 1 Ply 1 Job Reference (optional) T21596048 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GkBysKM3r3FfPEWQY9y_b2nLul1KQHO4t5VdmJyTARV Scale = 1:15.0 1 2 3 4 6 5 7 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 5x8 3x4 2x4 LUS26 3-0-0 3-0-0 6-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0- 4 - 8 1- 7 - 8 5.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.48 0.63 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.04 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 *Except* 3-6: 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. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=115(LC 21) Max Uplift 5=-405(LC 8), 2=-370(LC 8) Max Grav 5=783(LC 1), 2=601(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/262, 3-4=-510/260 BOT CHORD 2-6=-258/493, 5-6=-260/510 WEBS 3-6=-177/292 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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=405, 2=370. 6) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 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=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=-801(B) October 15,2020 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 2508387 Truss EJ52 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596049 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GkBysKM3r3FfPEWQY9y_b2nM1l7nQIu4t5VdmJyTARV Scale = 1:13.3 1 2 3 4 6 5 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 2x4 2x4 1-4-0 1-4-0 6-0-0 4-8-0 -1-0-0 1-0-0 1-4-0 1-4-0 6-0-0 4-8-0 0- 4 - 8 0- 1 1 - 3 5.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.41 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 3-6: 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. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=71(LC 12) Max Uplift 5=-110(LC 9), 2=-239(LC 12) Max Grav 5=233(LC 1), 2=349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/293, 3-4=-262/267, 4-5=-171/271 BOT CHORD 2-6=-308/266, 5-6=-267/262 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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=110, 2=239. October 15,2020 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 2508387 Truss EJ53 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T21596050 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:47 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kxlK3gNhcNNW1O5c6tTD7FKPN8Q89l_D5lEAIlyTARU Scale = 1:19.3 1 2 5 3 4 4x6 ST1.5x8 STP 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0- 4 - 8 2- 1 0 - 8 2- 6 - 1 2- 1 0 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.95 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >568 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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. 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=186(LC 12) Max Uplift 3=-167(LC 12), 2=-210(LC 12) Max Grav 3=221(LC 17), 2=371(LC 17), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-11-4 zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 3=167, 2=210. October 15,2020 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 2508387 Truss EJ61 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596051 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-C7JiH0OJNhVNfYgpga_SgTskWYpHuCpNKP_krByTART Scale = 1:14.4 1 2 3 4 6 5 4x6 ST1.5x8 STP 2x4 3x4 2x4 2x4 Special Special 3-0-0 3-0-0 5-3-0 2-3-0 -1-0-0 1-0-0 3-0-0 3-0-0 5-3-0 2-3-0 0- 4 - 8 1- 7 - 8 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.28 0.21 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 6 2-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 21 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 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=113(LC 8) Max Uplift 5=-102(LC 5), 2=-222(LC 8) Max Grav 5=230(LC 25), 2=356(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 5=102, 2=222. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 262 lb down and 186 lb up at 3-0-0 on top chord, and 40 lb down at 3-0-0 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=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-3(F) 6=-16(F) October 15,2020 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 2508387 Truss EJ62 Truss Type JACK-OPEN Qty 1 Ply 1 Job Reference (optional) T21596052 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-C7JiH0OJNhVNfYgpga_SgTseGYo1uCENKP_krByTART Scale = 1:16.2 1 2 3 4 4x6 ST1.5x8 STP 5-3-0 5-3-0 -1-0-0 1-0-0 5-0-0 5-0-0 5-3-0 0-3-0 0- 4 - 8 2- 5 - 8 2- 2 - 5 2- 5 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.68 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >875 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 5-3-0 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=167(LC 12) Max Uplift 3=-141(LC 12), 2=-200(LC 12) Max Grav 3=188(LC 17), 2=337(LC 17), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) except (jt=lb) 3=141, 2=200. October 15,2020 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 2508387 Truss EJ63 Truss Type JACK-OPEN Qty 2 Ply 1 Job Reference (optional) T21596053 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:49 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gJs4UMPx8_dEHiF?EHWhCgPndy8GdfUWZ3jHNeyTARS Scale = 1:17.4 1 2 3 2x4 ST1.5x8 STP 5-3-0 5-3-0 5-3-0 5-3-0 0- 4 - 8 2- 6 - 1 2 2- 2 - 5 2- 6 - 1 2 5.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.77 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >875 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=135(LC 12) Max Uplift 1=-71(LC 12), 2=-158(LC 12) Max Grav 1=230(LC 17), 2=201(LC 17), 3=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 100 lb uplift at joint(s) 1 except (jt=lb) 2=158. October 15,2020 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 2508387 Truss HJ3 Truss Type Jack-Open Girder Qty 1 Ply 1 Job Reference (optional) T21596054 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-di_rv1QBgcuyW0PNLiY9I5U5hmhi5Y_p0NCORWyTARQ Scale = 1:19.4 1 2 5 6 7 3 8 9 10 4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-11-7 7-11-7 -1-5-0 1-5-0 7-11-7 7-11-7 0- 4 - 8 2- 8 - 1 0 0- 4 - 1 2- 4 - 8 2- 8 - 1 0 3.54 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.93 0.81 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.36 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >571 >252 n/a >558 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 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. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=177(LC 8) Max Uplift 3=-312(LC 8), 2=-345(LC 8) Max Grav 3=393(LC 28), 2=459(LC 28), 4=220(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 3=312, 2=345. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) 7=-139(F=-70, B=-70) 10=-47(F=-24, B=-24) October 15,2020 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 2508387 Truss HJ5 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596055 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:53 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Z46bKjSSBD8flJYmT7adNWaYNZUyZST6UhhVWPyTARO Scale = 1:14.3 1 2 5 6 3 7 8 4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-7-2 5-7-2 -1-0-0 1-0-0 5-7-2 5-7-2 0- 4 - 8 2- 0 - 4 0- 4 - 1 1- 8 - 3 2- 0 - 4 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.47 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >712 n/a **** L/d 360 240 n/a 240 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 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=123(LC 8) Max Uplift 3=-149(LC 8), 2=-247(LC 8) Max Grav 3=186(LC 28), 2=300(LC 28), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) except (jt=lb) 3=149, 2=247. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) October 15,2020 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 2508387 Truss HJ7 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T21596056 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:55 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VTELlPTijqON?di9aYc5SxftzN4F1FwPx_AbaHyTARM Scale = 1:21.2 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-12 5-1-12 9-10-1 4-8-5 -1-5-0 1-5-0 5-1-12 5-1-12 9-10-1 4-8-5 0- 4 - 8 3- 3 - 5 2- 1 1 - 3 3- 3 - 4 3.54 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.52 0.77 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 -0.04 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 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 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=211(LC 24) Max Uplift 4=-143(LC 8), 2=-392(LC 8), 6=-147(LC 8) Max Grav 4=172(LC 28), 2=562(LC 28), 6=373(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1028/368 BOT CHORD 2-7=-480/911, 6-7=-480/911 WEBS 3-7=0/260, 3-6=-965/509 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 4=143, 2=392, 6=147. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=94(F=47, B=47) 10=-97(F=-49, B=-49) 13=-36(F=-18, B=-18) October 15,2020 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 2508387 Truss HJ21 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596057 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:50 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8VQSihPZvIm5usqBn?1wluy6YMYSM5kfojTqv4yTARR Scale = 1:7.5 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 1-11-5 1-11-5 -1-5-0 1-5-0 1-11-5 1-11-5 0- 4 - 8 0- 1 1 - 6 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.18 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 1-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=71(LC 8) Max Uplift 3=-95(LC 14), 2=-221(LC 8) Max Grav 3=132(LC 24), 2=213(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=221. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=67(F=34, B=34) October 15,2020 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 2508387 Truss HJ31 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T21596058 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5uYD6NRpRv0p89zavQ3OqJ1Oq9A0q?EyF1yx_zyTARP Scale = 1:11.0 1 2 5 3 6 4 2x4 NAILED NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0- 4 - 8 1- 7 - 5 1- 3 - 3 1- 7 - 5 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.39 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 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 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=1-5-0, 4=Mechanical Max Horz 2=110(LC 8) Max Uplift 3=-109(LC 8), 2=-237(LC 8) Max Grav 3=119(LC 28), 2=261(LC 28), 4=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 3=109, 2=237. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) October 15,2020 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 2508387 Truss HJ42 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596059 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5uYD6NRpRv0p89zavQ3OqJ1Oe9Bcq?EyF1yx_zyTARP Scale = 1:11.0 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0- 4 - 8 1- 7 - 5 0- 4 - 1 1- 3 - 3 1- 7 - 5 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.40 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 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 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=110(LC 8) Max Uplift 3=-86(LC 8), 2=-273(LC 8) Max Grav 3=99(LC 28), 2=274(LC 28), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=273. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) October 15,2020 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 2508387 Truss HJ53 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T21596060 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:54 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1HgzX3T4yXGWNT7y0r5svk6ifzqBIvjFiKR22ryTARN Scale = 1:19.5 1 2 5 6 7 3 8 9 10 4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8-5-1 8-5-1 -1-5-0 1-5-0 4-5-5 4-5-5 8-5-1 3-11-13 0- 4 - 8 2- 1 0 - 4 0- 4 - 1 2- 6 - 3 2- 1 0 - 4 3.54 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.56 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.36 -0.00 0.17 (loc) 2-4 2-4 3 2-4 l/defl >620 >268 n/a >556 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 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)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=185(LC 8) Max Uplift 3=-293(LC 8), 2=-357(LC 8) Max Grav 3=368(LC 28), 2=484(LC 28), 4=211(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 3=293, 2=357. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) 7=-106(F=-53, B=-53) 10=-38(F=-19, B=-19) October 15,2020 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 2508387 Truss K1 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T21596061 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:56 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zfokylUKU8WEcnHL8G8K_9B4UnVrmcBYAew97kyTARL Scale = 1:22.5 1 2 3 4 6 57891011 3x6 ST1.5x8 STP 5x6 2x4 6x8 2x4 7x10 HTU26 LUS24 LUS24 LUS24 LUS24 4-8-8 4-8-8 9-10-8 5-2-0 4-8-8 4-8-8 7-1-0 2-4-8 9-10-8 2-9-8 0- 4 - 8 3- 3 - 1 5 5.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-14], [3:0-3-0,0-2-4], [6:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.35 0.42 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 5=Mechanical Max Horz 1=179(LC 8) Max Uplift 1=-1598(LC 8), 5=-1264(LC 8) Max Grav 1=3365(LC 1), 5=2557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4845/2259, 2-3=-4787/2338 BOT CHORD 1-6=-2179/4386, 5-6=-831/1637 WEBS 2-6=-318/291, 3-6=-2148/4381, 3-5=-2350/1196 NOTES- 1) 2-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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) except (jt=lb) 1=1598, 5=1264. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-7-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 3-7-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 1-0-0 oc max. starting at 5-0-12 from the left end to 6-0-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent at 8-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 October 15,2020 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 2508387 Truss K1 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T21596061 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:56 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zfokylUKU8WEcnHL8G8K_9B4UnVrmcBYAew97kyTARL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1843(F) 8=-677(F) 9=-852(F) 10=-852(F) 11=-852(F) October 15,2020 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 2508387 Truss K2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T21596062 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RsL6A5VyFSe5ExsXizfZXMkCJAllVARhPIfifAyTARK Scale = 1:21.8 1 2 3 4 6 5 7 8 9 10 11 12 3x4 ST1.5x8 STP 5x6 3x4 2x4 5x8 NAILED NAILED NAILED NAILED NAILED NAILED 5-3-0 5-3-0 9-10-8 4-7-8 -1-0-0 1-0-0 5-3-0 5-3-0 9-10-8 4-7-8 0- 4 - 8 2- 6 - 1 2 5.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.53 0.77 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.08 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 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 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0 Max Horz 2=169(LC 8) Max Uplift 5=-388(LC 8), 2=-407(LC 8) Max Grav 5=734(LC 25), 2=747(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-916/362, 4-5=-299/260 BOT CHORD 2-6=-392/804, 5-6=-391/823 WEBS 3-6=0/420, 3-5=-865/402 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 5=388, 2=407. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=-100(B) 8=-112(B) 9=-193(B) 10=-29(B) 11=-29(B) 12=-32(B) October 15,2020 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 2508387 Truss L1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596063 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-v2vUNRWa0lmys4RkFgAo4aHNEaBfEWRrdyPFBcyTARJ Scale: 3/8"=1' 1 2 3 4 5 13 12 11 10 9 8 7 6 3x4 3x6 3x4 3x4 4x6 2x4 2x4 3x6 3x6 3x6 6x8 0-7-8 0-7-8 1-5-0 0-9-8 5-3-8 3-10-8 6-1-0 0-9-8 6-6-0 0-5-0 1-5-0 1-5-0 3-3-0 1-10-0 5-3-8 2-0-8 6-6-0 1-2-8 3- 0 - 1 5 4- 5 - 3 3- 0 - 1 5 1- 0 - 0 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.52 0.34 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.08 0.01 (loc) 9-10 9-10 7 8 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 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 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=250(LC 11) Max Uplift 12=-158(LC 12), 7=-117(LC 12) Max Grav 12=314(LC 18), 7=294(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/347, 3-4=-276/342, 1-13=-263/216 WEBS 10-12=-601/688, 2-10=-465/628, 7-9=-428/501, 4-9=-376/527, 4-10=-256/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=158, 7=117. October 15,2020 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 2508387 Truss L2 Truss Type ROOF SPECIAL Qty 2 Ply 1 Job Reference (optional) T21596064 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-v2vUNRWa0lmys4RkFgAo4aHNXaBiEUKrdyPFBcyTARJ Scale: 3/8"=1' 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x6 3x4 4x6 2x4 2x4 3x4 2x4 3x6 3x4 3x6 2x4 0-7-8 0-7-8 0-9-4 0-1-12 1-5-0 0-7-12 3-3-0 1-10-0 5-3-8 2-0-8 6-1-0 0-9-8 6-6-0 0-5-0 -1-1-0 1-1-0 0-9-4 0-9-4 1-5-0 0-7-12 3-3-0 1-10-0 5-3-8 2-0-8 6-6-0 1-2-8 7-7-0 1-1-0 3- 0 - 1 5 4- 5 - 3 3- 0 - 1 5 1- 0 - 0 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.57 0.34 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.09 -0.02 (loc) 11-12 11-12 9 13 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 14=0-3-8 Max Horz 14=-274(LC 10) Max Uplift 9=-217(LC 12), 14=-266(LC 12) Max Grav 9=364(LC 1), 14=393(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-271/321, 4-5=-265/320 WEBS 9-11=-425/512, 5-11=-374/538, 12-14=-607/718, 3-12=-466/654, 5-12=-248/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=217, 14=266. October 15,2020 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 2508387 Truss L3 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T21596065 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:08:59 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OETsamWCn3upTE0wpOh1cnpcq_ZRz88_sc8pj3yTARI Scale = 1:28.9 1 2 3 4 5 9 8 6 7 4x6 2x4 2x4 6x8 3x4 3x4 0-7-0 0-7-0 3-3-0 2-8-0 5-11-0 2-8-0 6-6-0 0-7-0 -1-1-0 1-1-0 3-3-0 3-3-0 6-6-0 3-3-0 7-7-0 1-1-0 3- 0 - 1 5 4- 5 - 3 3- 0 - 1 5 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.28 0.24 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.01 0.00 -0.01 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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 6-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=5-4-0, 7=0-3-8 Max Horz 8=274(LC 11) Max Uplift 8=-469(LC 12), 7=-164(LC 9) Max Grav 8=731(LC 1), 7=149(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-330/439, 2-8=-296/421, 4-8=-391/608 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=469, 7=164. October 15,2020 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 2508387 Truss L4 Truss Type COMMON Qty 6 Ply 1 Job Reference (optional) T21596066 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sR1Eo6XrYN0g5Ob6N5CG9?MfVOqqidC85GuMGVyTARH Scale = 1:16.2 1 2 3 4 5 3x6 ST1.5x8 STP 4x6 3x12 MT20HS 4x6 3x12 MT20HS 1-0-0 1-0-0 1-2-0 0-2-0 6-0-0 4-10-0 6-8-0 0-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 6-8-0 3-4-0 7-8-0 1-0-0 0- 4 - 8 1- 9 - 3 0- 4 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge], [2:0-0-6,0-0-10], [3:0-3-0,Edge], [4:0-0-6,0-0-10], [4:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.79 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >853 >427 n/a **** L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 33 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x8 SP 2400F 2.0E , Right: 2x8 SP 2400F 2.0E 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=0-4-0, 4=0-8-0 Max Horz 2=-84(LC 10) Max Uplift 2=-225(LC 12), 4=-245(LC 12) Max Grav 2=359(LC 17), 4=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/328, 3-4=-266/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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=225, 4=245. October 15,2020 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 2508387 Truss L5 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T21596067 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:01 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Kdbd?SYTJg8XjY9IxpjVhCvyioDiR4dHJwdwoxyTARG Scale = 1:16.4 1 2 3 4 5 6 8 7 4x6 ST1.5x8 STP 4x6 2x4 2x4 2x4 3x8 2x4 3x8 Special NAILED Special Special 1-0-0 1-0-0 1-2-0 0-2-0 3-0-0 1-10-0 3-8-0 0-8-0 6-0-0 2-4-0 6-8-0 0-8-0 -1-0-0 1-0-0 3-0-0 3-0-0 3-8-0 0-8-0 6-8-0 3-0-0 7-8-0 1-0-0 0- 4 - 8 1- 7 - 8 0- 4 - 8 1- 7 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-6], [2:0-0-1,1-2-0], [5:0-1-6,0-0-6], [5:0-0-1,1-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.32 0.38 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.01 (loc) 8 2-8 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 32 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 Left: 2x6 SP No.2 , 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=0-4-0, 5=0-8-0 Max Horz 2=-78(LC 23) Max Uplift 2=-253(LC 8), 5=-268(LC 8) Max Grav 2=436(LC 29), 5=457(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-596/255, 3-4=-494/214, 4-5=-570/225 BOT CHORD 2-8=-223/613, 7-8=-205/606, 5-7=-195/586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except (jt=lb) 2=253, 5=268. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 419 lb down and 320 lb up at 3-0-0 on top chord, and 43 lb down at 3-0-0, and 43 lb down at 3-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-32(B) 8=-19(B) 7=-19(B) October 15,2020 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 2508387 Truss M1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596068 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-op9?DoZ54_GOKikVUWFkEQRyNBXvAM_RYaNTKNyTARF Scale = 1:34.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 7x10 5x6 4x6 4x6 3x6 3x6 3x6 5x8 5x8 3x8 8-0-0 8-0-0 13-1-8 5-1-8 19-8-0 6-6-8 0-8-0 0-8-0 8-0-0 7-4-0 10-0-0 2-0-0 13-1-8 3-1-8 19-8-0 6-6-8 3- 5 - 3 3- 8 - 8 3- 2 - 1 4 4- 6 - 8 3- 2 - 1 4 3- 8 - 8 5.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.96 0.51 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.01 0.08 (loc) 10-11 10-11 7 8-10 l/defl >999 >924 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 1 Row at midpt 1-10 REACTIONS. (size)7=0-3-8, 11=Mechanical Max Horz 11=55(LC 11) Max Uplift 7=-406(LC 12), 11=-410(LC 12) Max Grav 7=872(LC 1), 11=872(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1258/857, 2-3=-1245/820, 3-4=-1444/983, 4-5=-1503/979, 5-6=-1294/797, 6-7=-807/589, 1-11=-799/622 BOT CHORD 8-10=-605/998 WEBS 3-10=-925/758, 4-10=-410/649, 4-8=-373/571, 5-8=-919/719, 6-8=-842/1365, 1-10=-830/1313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-8-0, Interior(1) 6-8-0 to 10-0-0, Exterior(2) 10-0-0 to 13-1-8, Interior(1) 13-1-8 to 19-6-4 zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=406, 11=410. October 15,2020 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 2508387 Truss M2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596069 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-op9?DoZ54_GOKikVUWFkEQR3eBViANoRYaNTKNyTARF Scale = 1:35.4 1 2 3 4 5 6 11 10 9 8 7 12 14 15 13 3x8 3x6 4x12 4x6 5x6 5x6 3x4 5x8 2x4 3x6 2x4 2x4 2-6-8 2-6-8 6-0-0 3-5-8 13-10-3 7-10-3 19-8-0 5-9-13 6-0-0 6-0-0 10-0-0 4-0-0 11-1-8 1-1-8 13-10-3 2-8-11 19-8-0 5-9-13 2- 1 0 - 8 4- 0 - 1 4 4- 6 - 8 4- 0 - 1 4 3- 8 - 1 0 0- 4 - 4 5.00 12 2.50 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.56 0.59 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.04 0.10 (loc) 8-9 8-9 13 8-9 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. REACTIONS. (size)11=Mechanical, 13=0-3-8 Max Horz 11=73(LC 12) Max Uplift 11=-396(LC 12), 13=-421(LC 12) Max Grav 11=872(LC 1), 13=872(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-844/566, 1-2=-732/439, 2-3=-1895/1201, 3-4=-1160/716, 4-5=-1110/692, 5-6=-1110/692, 7-13=-872/540, 6-7=-825/557 BOT CHORD 9-10=-1121/1675, 8-9=-765/1097 WEBS 1-10=-551/936, 2-10=-1121/670, 2-9=-437/434, 3-9=-526/831, 3-12=-65/275, 5-8=-456/383, 6-8=-787/1263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-0-0, Interior(1) 6-0-0 to 10-0-0, Exterior(2) 10-0-0 to 11-1-8, Interior(1) 11-1-8 to 19-6-4 zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 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) 11=396, 13=421. October 15,2020 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 2508387 Truss M3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T21596070 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:03 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-G0jNQ8ajrIOFysJh2Emznd_DdboivqlanE60sqyTARE Scale = 1:35.3 1 2 3 4 5 10 9 8 7 6 12 13 14 11 3x8 ST1.5x8 STP 3x6 4x12 5x6 5x6 2x4 2x4 5x8 3x6 3x4 3-6-8 3-6-8 5-0-0 1-5-8 5-8-8 0-8-8 13-10-5 8-1-13 19-8-0 5-9-11 5-0-0 5-0-0 5-8-8 0-8-8 9-10-8 4-2-0 13-10-5 3-11-13 19-8-0 5-9-11 2- 5 - 8 4- 5 - 1 4 3- 1 1 - 2 0- 6 - 1 2 5.00 12 2.50 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.61 0.79 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.36 0.05 0.12 (loc) 7-8 7-8 11 7-8 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 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 3-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. REACTIONS. (size)10=Mechanical, 11=0-3-8 Max Horz 10=123(LC 12) Max Uplift 10=-387(LC 12), 11=-429(LC 12) Max Grav 10=872(LC 1), 11=872(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-833/575, 1-2=-1451/947, 2-3=-2388/1552, 3-4=-1040/673, 4-5=-1040/673, 6-11=-872/560, 5-6=-831/577 BOT CHORD 8-9=-1461/2102, 7-8=-864/1155 WEBS 1-9=-1019/1558, 3-7=-201/262, 4-7=-393/387, 5-7=-778/1205, 2-8=-548/586, 3-8=-803/1238, 2-9=-953/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-0-0, Interior(1) 5-0-0 to 9-10-8, Exterior(2) 9-10-8 to 15-10-8, Interior(1) 15-10-8 to 19-6-4 zone; cantilever left and right exposed ;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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 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) 10=387, 11=429. October 15,2020 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 2508387 Truss V2 Truss Type Valley Qty 3 Ply 1 Job Reference (optional) T21596071 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kCGleUaLcbW6a?utcxHCJrXTX?HQeRCj0usaPGyTARD Scale = 1:11.1 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0- 0 - 4 1- 8 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.28 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-6, 3=3-11-6 Max Horz 1=79(LC 12) Max Uplift 1=-49(LC 12), 3=-82(LC 12) Max Grav 1=148(LC 17), 3=159(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) 1, 3. October 15,2020 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 2508387 Truss V3 Truss Type Valley Qty 3 Ply 1 Job Reference (optional) T21596072 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 12:09:05 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-COq7rqbzNveyB9T4AeoRs23i1PfANuStEYb7xiyTARC Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0- 0 - 4 0- 1 0 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-P 0.04 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 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)1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=32(LC 12) Max Uplift 1=-19(LC 12), 2=-39(LC 12) Max Grav 1=60(LC 17), 2=51(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. October 15,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s