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HomeMy WebLinkAboutAPPROVED T23287335.2649806-PACE-BOBBO[3]6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2649806-PACE-BOBBO - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 70 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: BOBO Model: . Subdivision: . Address: 4955 S INDIAN DR, . State: FLCity: FORT PIECE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 23,2021 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, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T23287335 A1 Date 3/23/212T23287336A23/23/213T23287337A33/23/214T23287338A43/23/215T23287339A53/23/216T23287340B13/23/217T23287341B23/23/218T23287342B33/23/219T23287343B43/23/2110T23287344B53/23/2111T23287345B63/23/2112T23287346B73/23/2113T23287347B83/23/2114T23287348B93/23/2115T23287349B103/23/2116T23287350B113/23/2117T23287351B123/23/2118T23287352B133/23/2119T23287353B143/23/2120T23287354B153/23/2121T23287355C13/23/2122T23287356C23/23/21 No.Seal#Truss Name 23 T23287357 C3 Date 3/23/2124T23287358C43/23/2125T23287359CJ13/23/2126T23287360CJ23/23/2127T23287361CJ33/23/2128T23287362CJ53/23/2129T23287363CJ113/23/2130T23287364CJ313/23/2131T23287365CJ323/23/2132T23287366CJ343/23/2133T23287367CJ353/23/2134T23287368D13/23/2135T23287369EJ53/23/2136T23287370EJ73/23/2137T23287371EJ513/23/2138T23287372EJ733/23/2139T23287373EJ813/23/2140T23287374EJ823/23/2141T23287375EJ833/23/2142T23287376EJ843/23/2143T23287377EJ853/23/2144T23287378G13/23/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2649806-PACE-BOBBO - 2 of 2 Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: BOBO Model: . Subdivision: . Address: 4955 S INDIAN DR, . State: FLCity: FORT PIECE No.Seal#Truss Name 45 T23287379 G2 Date 3/23/2146T23287380G33/23/2147T23287381G43/23/2148T23287382G53/23/2149T23287383G63/23/2150T23287384G73/23/2151T23287385HJ13/23/2152T23287386HJ53/23/2153T23287387HJ73/23/2154T23287388HJ513/23/2155T23287389K13/23/2156T23287390K23/23/2157T23287391K33/23/2158T23287392L13/23/2159T23287393L23/23/2160T23287394PB13/23/2161T23287395PB23/23/2162T23287396PB33/23/2163T23287397PB53/23/2164T23287398PB63/23/2165T23287399PB73/23/2166T23287400V13/23/2167T23287401V23/23/2168T23287402V33/23/2169T23287403V43/23/2170T23287404V63/23/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T23287335 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-MnGVcD0UZdx81wXj7fmAg?ZE0RdY633VOR5tDzzYQVn Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 3x6 5x6 5x8 6x8 5x6 2x4 2x4 7x10 2x4 7x10 5x8 5x8 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 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-1-0 6-1-0 12-0-3 5-11-4 17-11-7 5-11-4 23-10-10 5-11-4 29-10-14 6-0-4 35-1-9 5-2-11 40-1-8 4-11-15 43-1-8 3-0-0 6-1-0 6-1-0 12-0-3 5-11-4 17-11-7 5-11-4 23-10-10 5-11-4 29-10-14 6-0-4 35-1-9 5-2-11 40-1-8 4-11-15 41-8-8 1-7-0 43-1-8 1-5-0 4-2-83-5-03-9-03-1-82-10-44-2-86.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-1-15], [12:0-3-1,0-2-0], [17:0-5-0,0-4-8], [21:0-5-0,0-4-8], [23:0-4-4,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.43 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.20 0.04 (loc) 20-21 20-21 17 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 636 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 10-12,11-13: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS. (size)23=Mechanical, 14=Mechanical, 17=0-5-8 Max Horz 23=-52(LC 8) Max Uplift 23=-1784(LC 8), 14=-220(LC 5), 17=-3984(LC 8) Max Grav 23=2786(LC 30), 14=314(LC 30), 17=6183(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-2652/1813, 1-2=-3585/2295, 2-3=-4901/3134, 3-5=-4219/2692, 5-6=-1445/909, 6-7=-2137/3310, 7-9=-2137/3310, 9-10=-586/880 BOT CHORD 21-22=-2243/3596, 20-21=-3082/4910, 19-20=-2640/4224, 17-19=-857/1448, 16-17=-865/623 WEBS 1-22=-2674/4178, 2-22=-1947/1578, 2-21=-993/1557, 3-21=-561/645, 3-20=-811/576, 5-20=-198/773, 5-19=-3284/2109, 7-17=-1073/967, 6-19=-960/1967, 10-15=-90/258, 6-17=-5589/3588, 9-17=-3015/1967, 9-16=-313/892, 10-16=-1222/800 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=1784, 14=220, 17=3984. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T23287335 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:21 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-qzqtpY16Kw3?f46whMHPDC6PmrznrWJfd5rQlPzYQVm NOTES- 13) "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: 1-10=-70, 10-11=-70, 11-13=-70, 14-23=-20 Concentrated Loads (lb) Vert: 9=-162(F) 16=-50(F) 18=-50(F) 24=-162(F) 25=-162(F) 26=-162(F) 27=-162(F) 28=-162(F) 29=-162(F) 31=-162(F) 32=-162(F) 33=-162(F) 34=-162(F) 35=-162(F) 36=-162(F) 37=-162(F) 38=-162(F) 40=-162(F) 41=-162(F) 42=-162(F) 43=-162(F) 44=-162(F) 45=-55(F) 46=-50(F) 47=-50(F) 48=-50(F) 49=-50(F) 50=-50(F) 51=-50(F) 52=-50(F) 53=-50(F) 54=-50(F) 55=-50(F) 56=-50(F) 57=-50(F) 58=-50(F) 59=-50(F) 60=-50(F) 61=-50(F) 62=-50(F) 63=-50(F) 64=-168(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A2 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287336 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-IAOG1u2k4EBsHEh6E4pemQeVoFCIazeorlazHszYQVl Scale = 1:73.7 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 307x10 4x6 5x8 5x6 8x10 3x6 3x4 2x4 3x4 3x4 3x4 5x6 4x6 6x8 2x4 2x4 2x4 2x4 4x6 2x4 4x6 5x8 8-7-8 8-7-8 15-8-10 7-1-2 22-9-12 7-1-2 29-10-14 7-1-2 32-4-4 2-5-6 38-1-8 5-9-4 39-7-12 1-6-4 43-1-8 3-5-12 4-5-8 4-5-8 8-7-8 4-2-0 15-8-10 7-1-2 22-9-12 7-1-2 29-10-14 7-1-2 32-4-4 2-5-6 38-1-8 5-9-4 39-0-3 0-10-11 39-7-12 0-7-9 43-1-8 3-5-12 0-10-125-2-82-8-85-2-86.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-3-0,0-3-0], [9:0-7-8,0-2-4], [15:0-3-0,0-4-4], [16:0-3-0,0-3-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.86 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.09 0.18 (loc) 1-21 1-21 13 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-15,10-22,11-14: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 5-18, 6-16 REACTIONS. (size)1=Mechanical, 16=0-5-8, 13=Mechanical Max Horz 1=-228(LC 10) Max Uplift 1=-782(LC 12), 16=-930(LC 12), 13=-99(LC 12) Max Grav 1=1383(LC 18), 16=2291(LC 18), 13=1135(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2180/1604, 3-4=-1978/1491, 4-5=-2158/1688, 5-6=-1602/1196, 7-8=-861/209, 8-9=-694/259, 9-10=-738/296, 10-11=-929/245, 11-12=-1001/53, 12-13=-1160/96 BOT CHORD 1-21=-1411/1932, 19-21=-1199/1788, 18-19=-1464/2144, 16-18=-965/1563, 14-15=0/824 WEBS 3-21=-189/294, 4-21=-69/301, 4-19=-323/587, 5-18=-713/598, 6-18=-253/568, 6-16=-1806/1272, 7-16=-1529/394, 7-15=-118/1396, 15-22=-349/395, 8-22=-315/394, 11-14=-138/425, 12-14=0/979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 8-7-8, Exterior(2R) 8-7-8 to 17-1-5, Interior(1) 17-1-5 to 38-1-8, Exterior(2E) 38-1-8 to 42-11-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 36-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 10-11, 22-23, 10-23 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 1=782, 16=930. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287337 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-mMxeEE2NrYJjuOGIonKtIdBfjeXjJQZy4OKXpIzYQVk Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 26 27 28 29 30 31 32 33 34 35 36 37 387x10 4x6 5x6 5x6 8x10 2x4 3x6 3x4 2x4 3x8 5x8 3x6 6x8 2x4 2x4 2x4 2x4 4x6 3x6 4x6 3x8 3x4 3x4 5x8 5-5-8 5-5-8 10-7-8 5-2-0 17-1-13 6-6-5 23-6-5 6-4-9 29-10-14 6-4-9 32-4-4 2-5-6 36-1-8 3-9-4 39-7-12 3-6-4 43-1-8 3-5-12 5-5-8 5-5-8 10-7-8 5-2-0 17-1-13 6-6-5 23-6-5 6-4-9 29-9-2 6-2-13 29-10-14 0-1-12 32-4-4 2-5-6 36-1-8 3-9-4 37-0-3 0-10-11 37-8-0 0-7-13 39-7-12 1-11-12 43-1-8 3-5-12 44-9-8 1-8-0 0-10-126-2-82-8-86-2-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [6:0-3-0,0-3-0], [9:0-7-8,0-2-4], [12:0-2-15,0-2-0], [16:0-3-8,0-4-4], [19:0-3-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.85 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.08 0.15 (loc) 20-22 20-22 14 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-16,10-24,11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-1-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. WEBS 1 Row at midpt 7-17, 7-19, 5-22 REACTIONS. (size)1=Mechanical, 17=0-5-8, 14=Mechanical Max Horz 1=-319(LC 10) Max Uplift 1=-814(LC 12), 17=-828(LC 12), 14=-330(LC 12) Max Grav 1=1682(LC 18), 17=2510(LC 18), 14=1440(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2703/1638, 3-4=-2246/1502, 4-5=-1999/1438, 5-6=-2098/1561, 6-7=-1585/1170, 7-8=-939/362, 8-9=-710/305, 9-10=-755/303, 10-11=-1046/348, 11-12=-1084/161, 12-14=-1384/413 BOT CHORD 1-23=-1360/2450, 22-23=-1360/2450, 20-22=-1184/2188, 19-20=-812/1579, 17-19=-43/384, 16-17=-43/381, 15-16=0/867 WEBS 3-22=-443/407, 4-22=-250/555, 7-17=-2595/919, 7-16=0/1187, 16-24=-200/275, 8-24=-186/265, 24-26=-257/66, 10-26=-287/46, 11-15=-190/419, 12-15=0/1030, 7-19=-1024/1755, 5-22=-396/167, 6-19=-971/775, 5-20=-334/417, 6-20=-512/840 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 10-7-8, Exterior(2R) 10-7-8 to 19-1-5, Interior(1) 19-1-5 to 36-1-8, Exterior(2E) 36-1-8 to 44-6-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 36-0-0 from left end, supported at two points, 2-0-0 apart. 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, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 10-11, 24-26, 10-26 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=814, 17=828, 14=330.Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287337 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:23 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-mMxeEE2NrYJjuOGIonKtIdBfjeXjJQZy4OKXpIzYQVk NOTES- 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2649806-PACE-BOBBO Truss A4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287338 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-il3Ofw4dN9ZR8iPhwCMLN2G??SC?nHUEYipeuBzYQVi Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 2627 28 29 30 31 32 33 34 357x10 4x6 4x6 ST1.5x8 STP 5x8 3x6 5x6 7x10 4x6 3x4 2x4 3x4 3x4 3x4 4x6 2x4 2x4 6x8 3x4 4x6 8x10 5x8 WB 2x4 5x8 10x14 5x6 6-5-8 6-5-8 12-7-8 6-2-0 19-2-7 6-6-15 25-9-5 6-6-15 32-4-4 6-6-15 34-1-8 1-9-4 39-7-12 5-6-4 40-9-8 1-1-12 41-5-14 0-8-6 42-11-8 1-5-10 6-5-8 6-5-8 12-7-8 6-2-0 19-2-7 6-6-15 25-9-5 6-6-15 32-4-4 6-6-15 34-1-8 1-9-4 36-7-11 2-6-3 37-8-0 1-0-5 39-7-12 1-11-12 40-9-8 1-1-12 41-5-14 0-8-6 42-11-8 1-5-10 0-10-127-2-83-10-83-0-07-2-86.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-4], [9:0-3-0,0-2-0], [11:0-5-10,Edge], [13:Edge,0-5-0], [15:0-2-4,0-2-0], [16:0-3-8,0-4-12], [24:0-4-0,0-2-10] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.93 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.64 0.24 0.41 (loc) 19-20 19-20 26 17-19 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31, 9-12: 2x6 SP No.2, 12-13: 2x6 SP M 26 BOT CHORD 2x4 SP No.1 *Except* 14-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 13-25: 2x8 SP 2400F 2.0E, 13-14,12-15,13-15,12-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-7-13 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-19, 19-24 REACTIONS. (size)1=Mechanical, 26=0-5-10 Max Horz 1=-320(LC 10) Max Uplift 1=-1054(LC 12), 26=-707(LC 12) Max Grav 1=2471(LC 18), 26=2884(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4200/2158, 3-4=-3654/1992, 4-5=-3834/2144, 5-7=-3759/1981, 7-8=-4707/2186, 8-9=-4759/2201, 9-10=-3598/1640, 10-11=-3257/1239, 11-12=-2569/635, 12-13=-1292/416 BOT CHORD 1-23=-2025/3740, 22-23=-2025/3740, 20-22=-1625/3330, 19-20=-1841/3898, 17-19=-859/2699, 16-17=-854/2683, 15-16=-507/1674 WEBS 3-22=-492/472, 4-22=-194/532, 4-20=-372/1061, 5-20=-539/350, 5-19=-111/258, 7-19=-673/554, 17-24=0/624, 8-24=-218/373, 10-24=-432/625, 11-16=-1537/1243, 7-24=-232/975, 19-24=-1109/1535, 9-24=-867/2080, 12-15=-4441/1073, 13-15=-1205/3718, 12-16=-1082/3419, 13-26=-2691/845 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-7-8, Exterior(2R) 12-7-8 to 21-1-5, Interior(1) 21-1-5 to 34-1-8, Exterior(2E) 34-1-8 to 40-9-8, Interior(1) 40-9-8 to 42-2-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 400.0lb AC unit load placed on the bottom chord, 36-0-0 from left end, supported at two points, 2-0-0 apart. 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, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 10-11, 11-12, 10-24 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 10) Refer to girder(s) for truss to truss connections.Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss A4 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287338 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:25 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-il3Ofw4dN9ZR8iPhwCMLN2G??SC?nHUEYipeuBzYQVi NOTES- 11) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1054, 26=707. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 2649806-PACE-BOBBO Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23287339 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-f7B84c5tvmp9N?Z31dOpTTMJKGvoFH3X?0Iky3zYQVg Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 5x8 ST1.5x8 STP 5x6 3x6 5x6 6x8 5x12 7x10 4x6 4x6 5x8 2x4 5x8 3x4 3x4 3x4 3x8 4x6 6x8 7-5-8 7-5-8 14-7-8 7-2-0 23-4-8 8-9-0 32-1-8 8-9-0 38-9-8 6-8-0 41-5-14 2-8-6 42-11-8 1-5-10 7-5-8 7-5-8 14-7-8 7-2-0 20-5-8 5-10-0 26-3-8 5-10-0 32-1-8 5-10-0 38-9-8 6-8-0 41-5-14 2-8-6 42-11-8 1-5-10 0-10-124-10-88-2-84-10-82-0-08-2-86.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-3-8,0-2-4], [8:0-3-8,0-2-4], [10:0-5-4,0-3-0], [15:0-3-12,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.84 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.55 0.20 0.28 (loc) 14-15 11-12 18 14 l/defl >999 >939 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 268 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4,1-3: 2x4 SP M 31, 8-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.1 OTHERS 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 4-2-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at midpt 3-15, 5-15, 5-14, 7-12, 9-11 REACTIONS. (size)1=Mechanical, 18=0-5-10 Max Horz 1=-353(LC 10) Max Uplift 1=-1124(LC 12), 18=-1133(LC 12) Max Grav 1=2357(LC 17), 18=2136(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3974/2392, 3-4=-3258/2170, 4-5=-2895/2089, 5-7=-3015/2177, 7-8=-2320/1761, 8-9=-2621/1779, 9-10=-274/148, 11-17=-1384/2092, 10-17=-1384/2092 BOT CHORD 1-16=-2333/3575, 15-16=-2335/3571, 14-15=-1968/3122, 12-14=-1876/2899, 11-12=-1211/1711 WEBS 3-16=0/263, 3-15=-741/595, 4-15=-470/929, 5-15=-565/336, 7-14=-158/520, 7-12=-1065/721, 8-12=-284/807, 9-12=-342/775, 9-11=-2402/1777, 10-18=-2177/1439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 14-7-8, Exterior(2R) 14-7-8 to 20-5-8, Interior(1) 20-5-8 to 32-1-8, Exterior(2R) 32-1-8 to 38-1-8, Interior(1) 38-1-8 to 42-2-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1124, 18=1133. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23287340 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-7KlXHy6Vg4x??98GbLw2?huXSfEU_eihEg1IVWzYQVf Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 3x8 MT20HS ST1.5x8 STP 5x8 6x8 6x8 3x4 6x8 7x10 4x6 4x6 2x4 4x6 4x6 3x4 5x8 6x12 MT20HS 3x4 2x4 3x8 3x4 2x4 6-5-5 6-5-5 12-7-2 6-1-13 16-7-8 4-0-6 23-4-8 6-9-0 30-1-8 6-9-0 36-9-8 6-8-0 42-11-8 6-2-0 6-5-5 6-5-5 12-7-2 6-1-13 16-7-8 4-0-6 23-4-8 6-9-0 30-1-8 6-9-0 36-9-8 6-8-0 42-11-8 6-2-0 0-10-125-10-89-2-83-10-82-0-09-2-86.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-2-4], [8:0-5-4,0-2-0], [9:0-5-8,0-3-4], [17:0-8-12,0-4-8], [19:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.94 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.59 0.27 0.43 (loc) 15-16 15-16 11 16-17 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 8-9,1-4: 2x4 SP M 31, 9-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 5-18: 2x4 SP No.3, 11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 17-19, 5-16, 8-15 2 Rows at 1/3 pts 9-11 REACTIONS. (size)11=0-5-10, 1=0-2-14 Max Horz 1=410(LC 12) Max Uplift 11=-1171(LC 12), 1=-1118(LC 12) Max Grav 11=2139(LC 18), 1=2361(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3990/2389, 3-5=-5112/3396, 5-6=-3896/2731, 6-7=-3495/2628, 7-8=-3495/2628, 8-9=-3270/2337 BOT CHORD 1-19=-2386/3606, 5-17=-754/1350, 16-17=-3146/4687, 15-16=-2292/3538, 13-15=-1955/2887, 12-13=-2213/3179, 11-12=-2209/3188 WEBS 3-19=-1104/952, 17-19=-2499/3751, 3-17=-786/1118, 5-16=-1754/1295, 6-16=-778/1365, 6-15=-175/415, 7-15=-534/586, 8-15=-600/962, 8-13=-114/509, 9-13=-487/371, 9-12=0/266, 9-11=-3661/2531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-7-8, Exterior(2R) 16-7-8 to 22-7-8, Interior(1) 22-7-8 to 30-1-8, Exterior(2R) 30-1-8 to 36-1-8, Interior(1) 36-1-8 to 42-9-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1171, 1=1118. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23287341 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-Eq1R0OGfc4a929emsZe61QxkOvhXXWqbDChUSFzYQVS Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 23 22 27 28 29 30 31 32 33 34 5x6 ST1.5x8 STP 5x6 6x8 4x6 2x4 2x4 8x10 3x8 2x4 4x6 3x6 3x6 3x8 3x4 5x12 5x8 5x8 6x8 4x6 4x6 2x4 2x4 2x4 5x8 6x12 MT20HS 8x14 MT20HS 2x4 2-0-06-0-0 6-0-0 9-7-10 3-7-10 13-9-13 4-2-3 19-0-0 5-2-3 28-6-0 9-6-0 30-9-10 2-3-10 35-2-0 4-4-6 43-4-0 8-2-0 -1-6-0 1-6-0 6-0-0 6-0-0 9-7-10 3-7-10 13-9-13 4-2-3 19-0-0 5-2-3 23-9-0 4-9-0 28-6-0 4-9-0 30-9-10 2-3-10 35-2-0 4-4-6 43-2-0 8-0-0 43-4-0 0-2-0 0-8-86-10-810-2-84-10-82-0-03-9-83-0-01-0-010-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [7:0-3-0,0-2-0], [9:0-2-12,0-1-12], [12:0-3-8,Edge], [13:0-4-8,0-1-8], [14:0-3-8,0-2-8], [15:0-3-0,0-3-4], [21:0-9-0,0-3-4], [23:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.88 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.96 0.38 0.58 (loc) 17-19 17-19 27 19-20 l/defl >999 >542 n/a >892 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 302 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-12: 2x4 SP M 31, 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-16: 2x4 SP No.3, 25-27: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-22,15-17,12-14,12-27,21-23: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-0-8 oc bracing. WEBS 1 Row at midpt 5-20, 6-19, 8-19, 8-17, 9-15, 12-27 2 Rows at 1/3 pts 12-14 REACTIONS. (size)2=0-7-10, 27=0-3-8 Max Horz 2=519(LC 12) Max Uplift 2=-1267(LC 12), 27=-1189(LC 12) Max Grav 2=2500(LC 17), 27=2159(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4176/2406, 4-5=-6925/4449, 5-6=-4784/3181, 6-7=-3606/2541, 7-8=-3208/2403, 8-9=-2757/2166, 9-10=-3723/2934, 10-11=-3828/2746, 11-12=-3978/2756, 13-27=-2159/1466, 12-13=-2021/1492 BOT CHORD 20-21=-4276/6433, 19-20=-2977/4398, 17-19=-2145/3135, 10-15=-307/437, 14-15=-2810/4039, 2-23=-2536/3832 WEBS 5-21=-1288/2105, 5-20=-2497/1595, 6-20=-640/1222, 6-19=-1621/1188, 7-19=-751/1235, 8-19=-230/317, 8-17=-625/530, 9-17=-503/465, 15-17=-1920/2981, 9-15=-1642/2018, 11-15=-944/606, 11-14=-1519/1320, 12-14=-2971/4274, 4-23=-2303/1690, 4-21=-1785/2669, 21-23=-2993/4519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 19-0-0, Exterior(2R) 19-0-0 to 25-0-0, Interior(1) 25-0-0 to 28-6-0, Exterior(2R) 28-6-0 to 34-6-0, Interior(1) 34-6-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23287341 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:42 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-j0bpDkHHNNi0gJDyPHALZeTv8J0mGz4kSsQ1_izYQVR NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1267, 27=1189. 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 2649806-PACE-BOBBO Truss B3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287342 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-BC9CR4Iw8hqtITn8z_ha6r04BiKQ?RUugWAbX8zYQVQ Scale = 1:86.4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 14 13 16 15 26 25 28 29 30 31 32 33 34 35 36 37 5x8 ST1.5x8 STP 5x6 6x8 6x12 MT20HS 4x6 7x10 2x4 5x6 5x8 2x4 2x4 3x8 3x6 6x8 3x4 2x4 5x6 7x10 6x8 5x6 5x6 5x6 2x4 2x4 7x10 2x4 2-0-06-0-0 6-0-0 18-4-0 12-4-0 23-9-0 5-5-0 29-2-0 5-5-0 30-9-10 1-7-10 33-2-0 2-4-6 41-2-0 8-0-0 43-4-0 2-2-0 -1-6-0 1-6-0 6-0-0 6-0-0 13-5-13 7-5-13 18-4-0 4-10-3 23-9-0 5-5-0 29-2-0 5-5-0 30-9-10 1-7-10 33-2-0 2-4-6 41-2-0 8-0-0 43-4-0 2-2-0 0-8-87-10-89-10-84-9-82-0-01-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-4-1], [4:0-3-0,0-3-4], [7:0-6-0,0-2-8], [9:0-3-0,0-2-0], [11:0-10-0,0-2-8], [14:0-5-0,0-2-0], [18:0-4-8,Edge], [21:0-2-0,0-3-0], [24:0-3-12,Edge], [26:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.98 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.92 0.31 0.49 (loc) 23-24 23-24 15 23 l/defl >999 >562 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 310 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 7-9,9-10: 2x4 SP No.2, 10-11: 2x4 SP M 31, 11-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 22-24: 2x4 SP M 31, 2-25: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-17,18-21,24-26: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -t 3-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-9, 10-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-24, 6-23, 7-21, 9-20, 11-17, 12-15, 18-21 , 8-18 REACTIONS. (size)2=0-7-10, 15=0-3-8 Max Horz 2=511(LC 12) Max Uplift 2=-1265(LC 12), 15=-1175(LC 12) Max Grav 2=2532(LC 17), 15=2215(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4242/2447, 4-5=-6382/4087, 5-6=-6459/4230, 6-7=-3807/2649, 7-8=-3301/2517, 8-9=-3270/2505, 9-10=-3747/2742, 10-11=-3788/2747, 11-12=-1193/865, 13-15=-2164/1607, 12-13=-2224/1579 BOT CHORD 23-24=-3081/4494, 21-23=-2253/3454, 17-18=-2701/3851, 14-17=-744/1040, 2-26=-2562/3874 WEBS 4-26=-1968/1467, 5-24=-333/279, 6-24=-1385/2328, 6-23=-1532/1209, 7-23=-776/1463, 7-21=-226/268, 8-21=-568/490, 9-18=-870/1434, 10-18=-906/651, 10-17=-1367/1186, 11-17=-2215/3194, 11-14=-1454/1313, 12-14=-1458/2025, 18-21=-2283/3337, 4-24=-1431/2135, 24-26=-2904/4385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 24-4-0, Interior(1) 24-4-0 to 29-2-0, Exterior(2E) 29-2-0 to 33-2-0, Interior(1) 33-2-0 to 41-2-0, Exterior(2E) 41-2-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287342 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:43 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-BC9CR4Iw8hqtITn8z_ha6r04BiKQ?RUugWAbX8zYQVQ NOTES- 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1265, 15=1175. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 2649806-PACE-BOBBO Truss B4 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287343 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-7bHysmJAgI4bXmxX5Pj2BG5RVW4gTLNB8qfhb0zYQVO Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 23 22 27 28 29 30 31 32 33 34 35 36 37 38 39 5x8 ST1.5x8 STP 5x6 5x6 4x6 7x10 3x8 3x6 5x8 3x4 5x6 6x8 5x6 5x6 5x8 4x6 5x8 5x6 8x12 2-0-06-0-0 6-0-0 8-7-10 2-7-10 18-4-0 9-8-6 23-9-0 5-5-0 29-2-0 5-5-0 30-9-10 1-7-10 39-2-0 8-4-6 43-4-0 4-2-0 -1-6-0 1-6-0 6-0-0 6-0-0 8-7-10 2-7-10 13-5-13 4-10-3 18-4-0 4-10-3 23-9-0 5-5-0 29-2-0 5-5-0 30-9-10 1-7-10 31-2-0 0-4-6 39-2-0 8-0-0 43-4-0 4-2-0 0-8-88-10-89-10-84-9-82-0-03-9-83-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-4-1], [4:0-3-0,0-3-4], [7:0-6-0,0-2-8], [9:0-3-0,0-2-0], [10:0-2-12,0-3-8], [11:0-3-8,0-2-4], [15:0-4-8,Edge], [18:0-1-8,0-2-4], [21:0-4-4,Edge], [23:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.74 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.90 0.30 0.46 (loc) 20-21 20-21 27 20-21 l/defl >999 >578 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,1-4: 2x4 SP No.1, 10-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 19-21,13-15: 2x4 SP M 31, 2-22: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 15-18,21-23: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -t 3-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-1 max.): 7-9, 10-11. BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. WEBS 1 Row at midpt 6-21, 6-20, 7-18, 9-17, 12-27, 15-18, 8-15 2 Rows at 1/3 pts 10-14 REACTIONS. (size)2=0-7-10, 27=0-3-8 Max Horz 2=517(LC 12) Max Uplift 2=-1264(LC 12), 27=-1178(LC 12) Max Grav 2=2550(LC 17), 27=2203(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4279/2462, 4-5=-6442/4117, 5-6=-6519/4261, 6-7=-3855/2671, 7-8=-3357/2543, 8-9=-3350/2541, 9-10=-3811/2841, 10-11=-1582/1244, 11-12=-1805/1290, 13-27=-2203/1592, 12-13=-2219/1582 BOT CHORD 20-21=-3112/4540, 18-20=-2282/3497, 14-15=-2561/3627, 2-23=-2583/3905 WEBS 5-21=-333/278, 6-21=-1393/2339, 6-20=-1537/1213, 7-20=-778/1466, 7-18=-214/268, 8-18=-568/503, 9-15=-1018/1535, 10-15=-723/721, 10-14=-2461/1803, 11-14=-36/452, 12-14=-1415/2122, 15-18=-2316/3392, 4-23=-1985/1479, 4-21=-1446/2159, 21-23=-2928/4419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 24-4-0, Interior(1) 24-4-0 to 29-2-0, Exterior(2E) 29-2-0 to 31-2-0, Interior(1) 31-2-0 to 39-2-0, Exterior(2E) 39-2-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B4 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287343 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:45 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-7bHysmJAgI4bXmxX5Pj2BG5RVW4gTLNB8qfhb0zYQVO NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1264, 27=1178. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 2649806-PACE-BOBBO Truss B5 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287344 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-3_OiGRLQCwKJm45vCqlWGhBllKlWxFDUb78ogvzYQVM Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 22 21 26 27 28 29 30 31 32 33 34 5x8 ST1.5x8 STP 4x6 5x8 4x6 3x4 7x10 5x6 5x8 8x12 3x8 3x6 6x8 3x4 3x8 6x8 5x6 5x6 4x6 6-0-0 6-0-0 8-7-10 2-7-10 18-4-0 9-8-6 24-6-13 6-2-13 30-9-10 6-2-13 37-2-0 6-4-6 43-4-0 6-2-0 -1-6-0 1-6-0 6-0-0 6-0-0 8-7-10 2-7-10 13-5-13 4-10-3 18-4-0 4-10-3 24-6-13 6-2-13 30-9-10 6-2-13 37-2-0 6-4-6 43-4-0 6-2-0 0-8-89-10-84-9-82-0-03-9-83-0-01-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-4-1], [4:0-3-0,0-3-0], [7:0-6-0,0-2-8], [9:0-3-0,Edge], [11:0-5-8,0-2-4], [12:0-3-0,0-1-8], [14:0-3-8,0-1-8], [15:0-4-12,Edge], [17:0-2-0,0-3-0], [20:0-4-4,Edge], [22:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.78 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.89 0.28 0.47 (loc) 19-20 19-20 26 19-20 l/defl >999 >581 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 301 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 18-20: 2x4 SP M 31, 10-16: 2x4 SP No.3, 2-21: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 15-17,20-22: 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x8 SP 2400F 2.0E -t 3-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. WEBS 1 Row at midpt 6-20, 6-19, 7-17, 15-17, 8-15, 11-15, 12-26 , 12-14 REACTIONS. (size)2=0-7-10, 26=0-3-8 Max Horz 2=517(LC 12) Max Uplift 2=-1269(LC 12), 26=-1189(LC 12) Max Grav 2=2539(LC 17), 26=2164(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4258/2278, 4-5=-6405/3795, 5-6=-6484/3955, 6-7=-3827/2401, 7-8=-3285/2230, 8-10=-3083/2157, 10-11=-3101/2169, 11-12=-2106/1384, 13-26=-2164/1405, 12-13=-2072/1428 BOT CHORD 19-20=-2805/4511, 17-19=-2024/3474, 10-15=-462/512, 14-15=-1099/1826, 2-22=-2395/3887 WEBS 4-22=-1975/1373, 4-20=-1311/2142, 5-20=-334/310, 6-20=-1377/2334, 6-19=-1529/1140, 7-19=-727/1471, 8-17=-441/391, 15-17=-1925/3223, 8-15=-297/175, 11-15=-1193/1895, 11-14=-752/693, 12-14=-1246/2093, 20-22=-2714/4397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 26-9-13, Interior(1) 26-9-13 to 37-2-0, Exterior(2E) 37-2-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B5 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T23287344 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:47 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-3_OiGRLQCwKJm45vCqlWGhBllKlWxFDUb78ogvzYQVM NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1269, 26=1189. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 2649806-PACE-BOBBO Truss B6 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287345 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-XAy5UnM2zDSAOEg6mXGlpvjwTj2UghhdqntLCLzYQVL Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 19 18 21 22 23 24 25 26 27 28 29 30 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x8 2x4 2x4 3x8 6x12 MT20HS 3x4 3x4 6x8 5x6 5x6 4x6 5x8 4x6 2x4 4x6 8x12 6-0-0 6-0-0 8-7-10 2-7-10 18-4-0 9-8-6 27-9-0 9-5-0 37-2-0 9-5-0 43-4-0 6-2-0 -1-6-0 1-6-0 6-0-0 6-0-0 8-7-10 2-7-10 13-5-13 4-10-3 18-4-0 4-10-3 24-7-5 6-3-5 30-10-11 6-3-5 37-2-0 6-3-5 43-4-0 6-2-0 0-8-89-10-84-9-82-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-4-1], [4:0-3-0,0-3-0], [7:0-3-0,0-2-0], [9:0-3-0,0-3-0], [10:0-3-8,0-2-4], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [17:0-4-4,Edge], [19:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.92 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.84 0.26 0.45 (loc) 16-17 16-17 12 16-17 l/defl >999 >616 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 280 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 16-17: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x8 SP 2400F 2.0E -t 3-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-14 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-16, 8-16, 8-15, 9-13, 11-12, 11-13 REACTIONS. (size)2=0-7-10, 12=0-5-10 Max Horz 2=517(LC 12) Max Uplift 2=-1269(LC 12), 12=-1189(LC 12) Max Grav 2=2556(LC 17), 12=2196(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4292/2309, 4-5=-6461/3813, 5-6=-6540/3974, 6-7=-3882/2428, 7-8=-3461/2278, 8-9=-3100/2093, 9-10=-1596/1262, 10-11=-1876/1263, 11-12=-2121/1500 BOT CHORD 16-17=-2778/4559, 15-16=-1996/3388, 13-15=-1673/2757, 2-19=-2375/3916 WEBS 4-19=-1991/1362, 5-17=-335/311, 6-17=-1370/2337, 6-16=-1530/1136, 7-16=-708/1334, 8-16=-201/270, 8-15=-602/530, 9-15=-430/1048, 9-13=-1767/1095, 10-13=-69/499, 11-13=-1182/2015, 4-17=-1300/2164, 17-19=-2691/4430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 26-9-13, Interior(1) 26-9-13 to 37-2-0, Exterior(2E) 37-2-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1269, 12=1189. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B7 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287346 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-UZ4rvTNJUrjueXqUtyJDuKpIGXma8a5wH5MSGEzYQVJ Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 3x6 4x6 2x4 5x6 3x6 3x4 2x4 6x8 3x4 3x8 3x4 3x4 3x4 5x8 3x6 5x6 2x4 4-11-9 4-11-9 9-3-13 4-4-4 9-7-10 0-3-13 18-4-0 8-8-6 27-9-0 9-5-0 37-2-0 9-5-0 43-4-0 6-2-0 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 13-11-13 4-4-3 18-4-0 4-4-3 24-7-5 6-3-5 30-10-11 6-3-5 37-2-0 6-3-5 43-4-0 6-2-0 0-8-89-10-84-9-82-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-3-0,0-2-0], [12:0-4-0,0-2-8], [15:0-3-0,0-3-4], [20:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.82 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.41 0.05 0.12 (loc) 15-16 15-16 14 16-18 l/defl >999 >986 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 273 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-20: 2x4 SP No.3, 17-19,15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-3 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. Except: 3-5-0 oc bracing: 19-20 WEBS 1 Row at midpt 7-19, 9-18, 9-16, 11-15, 13-14 REACTIONS. (size)2=0-7-10, 20=0-7-10, 14=0-5-10 Max Horz 2=517(LC 12) Max Uplift 2=-232(LC 12), 20=-1320(LC 12), 14=-904(LC 12) Max Grav 2=502(LC 17), 20=2628(LC 17), 14=1793(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-565/16, 4-6=-257/348, 7-8=-1832/1216, 8-9=-1617/1174, 9-11=-1958/1406, 11-12=-1255/980, 12-13=-1438/950, 13-14=-1720/1162 BOT CHORD 2-21=-348/489, 20-21=-348/489, 19-20=-2213/1367, 6-19=-437/419, 18-19=-854/1372, 16-18=-1169/2007, 15-16=-1125/1842 WEBS 4-20=-648/422, 7-19=-2138/1306, 7-18=-123/549, 8-18=-189/486, 9-18=-666/461, 11-16=-86/442, 11-15=-1054/665, 12-15=0/278, 13-15=-840/1446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 26-9-13, Interior(1) 26-9-13 to 37-2-0, Exterior(2E) 37-2-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=232, 20=1320, 14=904. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B8 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287347 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-QxCbK9PZ0Szbtrzt?NLhzlucZLR4cWCDlPrZL6zYQVH Scale = 1:84.7 1 2 3 4 5 6 7 8 9 10 11 12 13 33 32 31 30 29 28 27 26 25 24 22 21 18 23 20 19 17 16 15 14 35 36 37 38 39 40 41 42 43 44 45 46 47 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 3x4 3x6 4x6 4x6 3x4 4x6 3x6 3x4 3x4 3x4 6x8 4x6 3x6 3x4 6x12 MT20HS 5x6 4x6 3x4 3x4 3x4 4-11-9 4-11-9 9-3-13 4-4-4 9-7-10 0-3-13 11-7-10 2-0-0 18-4-0 6-8-6 24-3-14 5-11-14 25-2-14 0-11-0 30-2-0 4-11-2 30-8-6 0-6-6 31-2-14 0-6-8 36-1-14 4-11-0 37-2-0 1-0-2 41-10-6 4-8-6 43-4-0 1-5-10 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 14-0-0 2-4-6 18-4-0 4-4-0 18-5-12 0-1-12 24-3-14 5-10-2 25-2-14 0-11-0 30-2-0 4-11-2 30-8-6 0-6-6 36-1-14 5-5-8 37-2-0 1-0-2 41-10-6 4-8-6 43-4-0 1-5-10 0-8-89-10-84-9-82-0-01-0-02-0-01-0-01-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-6-0,0-2-8], [10:0-3-0,0-3-0], [12:0-4-0,0-2-8], [18:0-4-0,0-3-4], [28:0-0-8,0-1-8], [32:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.88 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.29 0.15 0.15 (loc) 20-23 20-23 14 25 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 310 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-32,28-30,23-24,11-19,15-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-13 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. Except: 2-5-0 oc bracing: 31-32 WEBS 1 Row at midpt 13-14, 9-22, 10-18, 12-16, 7-29 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)2=0-7-10, 14=0-5-10, 32=0-7-10 Max Horz 2=517(LC 12) Max Uplift 2=-240(LC 12), 14=-906(LC 12), 32=-1311(LC 12) Max Grav 2=478(LC 21), 14=1947(LC 18), 32=2749(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-519/31, 4-6=-287/404, 7-8=-2166/1357, 8-9=-2413/1605, 9-10=-2323/1515, 10-11=-1701/1135, 11-12=-1705/1131, 14-16=-1883/1086, 13-16=-325/329 BOT CHORD 2-33=-360/444, 32-33=-360/444, 31-32=-2332/1366, 29-31=-2198/1391, 6-29=-461/410, 28-29=-1027/1902, 27-28=-1066/1708, 25-27=-1054/1966, 24-25=-1341/2471, 22-24=-1271/2282, 21-22=-1214/2156, 18-21=-1214/2156, 11-18=-273/268, 17-18=-791/1426, 16-17=-797/1509 WEBS 4-32=-664/419, 7-27=-48/475, 8-25=-477/894, 9-25=-384/388, 10-22=-33/439, 10-18=-1071/582, 12-18=-633/1368, 12-16=-1978/1120, 20-21=0/254, 7-29=-2397/1457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 26-9-13, Interior(1) 26-9-13 to 37-2-0, Exterior(2E) 37-2-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=240, 14=906, 32=1311. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B9 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T23287348 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-MKJMkrQpY3DJ697G6oN93AzxV85s4SAWCjKgP?zYQVF Scale = 1:86.6 1 2 3 4 5 6 7 8 9 10 11 12 13 33 32 31 30 29 28 27 26 25 24 22 21 18 23 20 19 17 16 15 14 35 36 37 38 39 40 41 42 43 44 45 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 3x6 4x6 4x6 3x4 4x6 3x6 3x4 3x4 3x4 3x8 7x10 3x6 3x6 5x6 4x6 3x4 8x12 5x6 3x4 6x12 MT20HS 3x4 4x6 9-2-1 9-2-1 9-3-13 0-1-12 9-7-10 0-3-13 11-7-10 2-0-0 18-4-0 6-8-6 23-9-0 5-5-0 24-3-14 0-6-14 25-2-14 0-11-0 29-2-0 3-11-2 31-2-14 2-0-14 36-1-14 4-11-0 41-10-6 5-8-8 43-4-0 1-5-10 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 14-0-0 2-4-6 18-4-0 4-4-0 23-9-0 5-5-0 24-3-14 0-6-14 25-2-14 0-11-0 29-2-0 3-11-2 36-1-14 6-11-14 36-8-0 0-6-2 41-10-6 5-2-6 43-4-0 1-5-10 0-8-89-10-810-1-84-9-82-0-01-0-02-0-01-0-01-0-010-1-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-4-0,0-1-15], [12:0-1-10,Edge], [13:Edge,0-2-4], [18:0-2-4,0-3-4], [32:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.99 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.13 0.14 (loc) 20-23 20-23 14 22-24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 320 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-10: 2x6 SP No.2, 10-12: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 6-32,28-30,23-24,11-19,15-17: 2x4 SP No.3, 18-26: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. Except: 2-8-0 oc bracing: 31-32 WEBS 1 Row at midpt 10-18, 13-18, 13-14, 9-22, 7-29 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)2=0-7-10, 14=0-5-10, 32=0-7-10 Max Horz 2=517(LC 12) Max Uplift 2=-240(LC 12), 14=-906(LC 12), 32=-1310(LC 12) Max Grav 2=481(LC 21), 14=1920(LC 18), 32=2733(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-533/36, 4-6=-289/397, 7-8=-2149/1359, 8-9=-2383/1605, 9-10=-2361/1553, 10-11=-1618/1109, 11-12=-1484/1055, 12-13=-1839/1101, 14-16=-1860/1091, 13-16=-1761/1116 BOT CHORD 2-33=-361/453, 32-33=-361/453, 31-32=-2315/1368, 29-31=-2187/1392, 6-29=-461/412, 28-29=-1034/1889, 27-28=-1071/1709, 25-27=-1068/1961, 24-25=-1345/2445, 22-24=-1285/2240, 21-22=-1267/2195, 18-21=-1267/2195, 11-18=0/467 WEBS 7-27=-50/472, 10-22=0/393, 10-18=-1233/653, 13-18=-911/1613, 4-32=-663/420, 9-25=-422/413, 8-25=-494/910, 7-29=-2382/1454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 26-9-13, Interior(1) 26-9-13 to 36-8-0, Exterior(2E) 36-8-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=240, 14=906, 32=1310. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287349 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-3itHid8mChBjETIeilyX46zqMTwoSa4zh_WPZOzYQVd Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 34 33 32 31 30 29 28 27 26 25 23 22 19 24 21 20 18 17 16 15 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 5x6 3x6 4x6 4x6 3x4 5x6 3x6 3x4 3x4 3x4 6x8 4x6 3x6 3x4 6x12 MT20HS 5x6 4x6 3x8 3x4 3x4 4-11-9 4-11-9 9-3-13 4-4-4 9-7-10 0-3-13 11-7-10 2-0-0 18-4-0 6-8-6 23-9-0 5-5-0 25-2-14 1-5-14 29-2-0 3-11-2 30-8-0 1-6-0 31-2-14 0-6-14 36-1-14 4-11-0 38-8-0 2-6-2 41-10-6 3-2-6 43-4-0 1-5-10 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 14-0-0 2-4-6 18-4-0 4-4-0 23-9-0 5-5-0 25-2-14 1-5-14 29-2-0 3-11-2 30-8-0 1-6-0 36-1-14 5-5-14 38-8-0 2-6-2 41-10-6 3-2-6 43-4-0 1-5-10 0-8-89-1-89-10-84-9-82-0-01-0-02-0-01-0-01-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-6-0,0-2-8], [10:0-3-0,0-2-0], [13:0-3-0,0-2-0], [19:0-2-8,Edge], [29:0-0-8,0-1-8], [33:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.89 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.15 0.16 (loc) 21-24 21-24 15 23-25 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 313 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-33,29-31,24-25,12-20,16-18: 2x4 SP No.3, 19-27: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-15 max.): 8-10, 11-13. BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. Except: 2-4-0 oc bracing: 32-33 WEBS 1 Row at midpt 13-17, 11-19, 9-23, 7-30 JOINTS 1 Brace at Jt(s): 23, 22 REACTIONS. (size)2=0-7-10, 15=0-5-10, 33=0-7-10 Max Horz 2=517(LC 12) Max Uplift 2=-239(LC 12), 15=-906(LC 12), 33=-1311(LC 12) Max Grav 2=479(LC 21), 15=1919(LC 18), 33=2729(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-516/29, 4-6=-320/405, 7-8=-2130/1546, 8-9=-2339/1827, 9-10=-2343/1776, 10-11=-2592/1927, 11-12=-1885/1411, 12-13=-1885/1406, 15-17=-1857/1233, 14-17=-255/246 BOT CHORD 2-34=-359/443, 33-34=-359/443, 32-33=-2311/1510, 30-32=-2176/1533, 6-30=-461/372, 29-30=-1211/1884, 28-29=-1249/1685, 26-28=-1250/1932, 25-26=-1596/2397, 23-25=-1521/2173, 22-23=-1618/2261, 19-22=-1618/2261, 12-19=-324/437, 18-19=-839/1240, 17-18=-839/1313 WEBS 4-33=-665/419, 7-28=-69/464, 10-23=-542/923, 13-19=-949/1497, 13-17=-1890/1338, 11-23=-700/589, 11-19=-966/675, 8-26=-544/889, 9-26=-421/442, 7-30=-2365/1724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 24-4-0, Interior(1) 24-4-0 to 29-2-0, Exterior(2E) 29-2-0 to 30-8-0, Interior(1) 30-8-0 to 38-8-0, Exterior(2E) 38-8-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=239, 15=906, 33=1311. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287350 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-?5_17J90kJRRTmS1qA_?AX3BUHdawSPG9I?VeHzYQVb Scale = 1:86.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 6x8 8x12 3x6 4x6 2x4 4x6 2x4 3x4 4x6 3x4 2x4 3x6 3x4 2x4 6x8 5x6 4x6 5x12 5x8 3x6 4x6 3x6 4x6 2x4 4-11-9 4-11-9 9-0-0 4-0-7 9-7-10 0-7-10 11-7-10 2-0-0 18-4-0 6-8-6 25-2-14 6-10-14 29-2-0 3-11-2 32-8-0 3-6-0 40-8-0 8-0-0 43-4-0 2-8-0 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 14-0-0 2-4-6 18-4-0 4-4-0 25-2-14 6-10-14 29-2-0 3-11-2 32-8-0 3-6-0 40-8-0 8-0-0 43-4-0 2-8-0 0-8-88-1-89-10-84-9-82-0-01-0-02-0-01-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-5-8,0-2-4], [10:0-6-0,0-2-8], [12:0-2-4,0-5-8], [20:0-4-12,0-2-0], [26:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.80 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.07 0.18 (loc) 20-21 20-21 14 9-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 6-26,22-24,9-19: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 8-10, 11-12. BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. Except: 2-9-0 oc bracing: 25-26 WEBS 1 Row at midpt 12-17, 7-23 REACTIONS. (size)2=0-7-10, 26=0-7-10, 14=0-5-10 Max Horz 2=517(LC 12) Max Uplift 2=-237(LC 12), 26=-1313(LC 12), 14=-905(LC 12) Max Grav 2=480(LC 21), 26=2617(LC 17), 14=1740(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-524/24, 4-6=-304/396, 7-8=-1983/1538, 8-9=-2182/1856, 9-10=-2165/1843, 10-11=-2106/1694, 11-12=-2142/1665, 12-13=-888/655, 13-14=-1757/1271 BOT CHORD 2-27=-355/450, 26-27=-355/450, 25-26=-2201/1496, 23-25=-2073/1517, 6-23=-460/379, 22-23=-1189/1757, 21-22=-1222/1581, 20-21=-1230/1807, 9-20=-458/558, 17-18=-1569/2129, 15-17=-537/747 WEBS 4-26=-662/419, 7-21=-92/437, 8-20=-514/742, 18-20=-1271/1801, 10-20=-581/795, 11-18=-672/504, 11-17=-790/820, 12-17=-1259/1697, 12-15=-1034/1029, 13-15=-1110/1526, 7-23=-2221/1694 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 24-4-0, Interior(1) 24-4-0 to 29-2-0, Exterior(2E) 29-2-0 to 32-8-0, Interior(1) 32-8-0 to 40-8-0, Exterior(2E) 40-8-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=237, 26=1313, 14=905. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T23287351 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-yU6oY?BGGwh9j4bQxb0TFy8X04IHOLhZccUci9zYQVZ Scale = 1:86.0 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 34 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 8x12 3x6 4x6 2x4 4x6 2x4 3x4 4x6 3x4 2x4 3x6 3x4 2x4 6x8 3x4 5x12 5x8 5x8 6x8 4x6 4x6 2x4 4-11-9 4-11-9 9-0-0 4-0-7 9-7-10 0-7-10 11-7-10 2-0-0 18-4-0 6-8-6 25-2-14 6-10-14 29-2-0 3-11-2 34-8-0 5-6-0 43-4-0 8-8-0 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 13-7-4 1-11-10 18-4-0 4-8-12 25-2-14 6-10-14 29-2-0 3-11-2 34-8-0 5-6-0 42-8-0 8-0-0 43-4-0 0-8-0 0-8-87-1-89-10-84-6-42-0-01-0-02-0-01-0-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-5-8,0-2-4], [10:0-6-0,0-2-8], [13:Edge,0-3-8], [15:0-3-8,0-2-8], [18:0-4-12,0-2-0], [24:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.85 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.06 0.19 (loc) 13-15 13-15 13 9-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 296 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-12: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 6-24,20-22,9-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 8-10, 11-12. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. Except: 2-8-0 oc bracing: 23-24 WEBS 1 Row at midpt 12-15, 7-21 REACTIONS. (size)2=0-7-10, 24=0-7-10, 13=0-5-10 Max Horz 2=526(LC 12) Max Uplift 2=-232(LC 12), 24=-1318(LC 12), 13=-905(LC 12) Max Grav 2=478(LC 21), 24=2603(LC 17), 13=1681(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-514/17, 4-6=-336/397, 6-7=-194/268, 7-8=-1965/1481, 8-9=-2192/1783, 9-10=-2173/1769, 10-11=-2150/1570, 11-12=-2389/1612, 12-13=-1541/1206 BOT CHORD 2-25=-356/448, 24-25=-356/448, 23-24=-2185/1482, 21-23=-2056/1502, 6-21=-422/345, 20-21=-1150/1689, 19-20=-1183/1511, 18-19=-1217/1784, 9-18=-446/527, 15-16=-1579/2357 WEBS 4-24=-666/425, 8-18=-476/749, 16-18=-1228/1824, 10-18=-567/779, 11-16=-722/440, 11-15=-980/955, 12-15=-1818/2671, 7-19=-131/485, 7-21=-2202/1702 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2R) 18-4-0 to 24-4-0, Interior(1) 24-4-0 to 29-2-0, Exterior(2E) 29-2-0 to 34-8-0, Interior(1) 34-8-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=232, 24=1318, 13=905. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23287352 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-usEYzhCWnXytyOlo303xKNDsnuyCsEcs3wzjn2zYQVX Scale = 1:91.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 5x6 3x6 3x6 4x6 2x4 4x6 3x4 3x4 5x6 2x4 2x4 4x6 3x4 2x4 6x12 MT20HS 3x4 7x10 5x8 3x4 5x12 5x8 4x6 2x4 4-11-9 4-11-9 9-0-0 4-0-7 9-7-10 0-7-10 11-7-10 2-0-0 19-0-0 7-4-6 25-2-14 6-2-14 28-6-0 3-3-2 36-8-0 8-2-0 43-4-0 6-8-0 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 14-0-0 2-4-6 19-0-0 5-0-0 25-2-14 6-2-14 28-6-0 3-3-2 32-7-0 4-1-0 36-8-0 4-1-0 43-4-0 6-8-0 0-8-86-1-810-2-84-1-82-0-01-0-02-0-01-0-010-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-6-0,0-2-8], [10:0-6-0,0-2-8], [19:0-4-12,Edge], [21:0-0-8,0-1-8], [25:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.95 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.45 0.07 0.20 (loc) 15-17 15-17 14 15-17 l/defl >999 >895 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 288 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-25,21-23,9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 2-2-0 oc bracing: 24-25 WEBS 1 Row at midpt 13-15, 7-22 REACTIONS. (size)14=0-5-10, 2=0-7-10, 25=0-7-10 Max Horz 2=464(LC 12) Max Uplift 14=-904(LC 12), 2=-267(LC 12), 25=-1285(LC 12) Max Grav 14=1745(LC 18), 2=475(LC 21), 25=2635(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-537/130, 4-6=-262/449, 6-7=-237/301, 7-8=-1960/1547, 8-9=-2142/1793, 9-10=-2129/1778, 10-11=-2164/1651, 11-12=-2897/1917, 12-13=-2462/1586, 13-14=-1655/1186 BOT CHORD 2-26=-346/438, 25-26=-346/438, 24-25=-2215/1451, 22-24=-2073/1475, 6-22=-447/359, 21-22=-1155/1795, 20-21=-1201/1575, 19-20=-1175/1787, 9-19=-397/494, 15-17=-1508/2182 WEBS 4-25=-672/409, 8-19=-479/694, 17-19=-1167/1896, 10-19=-612/758, 11-17=-660/596, 11-15=-276/584, 12-15=-1632/1241, 13-15=-1813/2823, 7-20=-54/428, 7-22=-2234/1686 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 19-0-0, Exterior(2R) 19-0-0 to 25-0-0, Interior(1) 25-0-0 to 28-6-0, Exterior(2R) 28-6-0 to 34-6-0, Interior(1) 34-6-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=904, 2=267, 25=1285. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B14 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23287353 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-qFLJNNEnJ9CbBhvBAR5PPoJEHheOKAH9XESqrwzYQVV Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 31 32 33 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 5x8 6x8 3x6 3x6 4x6 5x8 4x6 3x4 6x8 3x8 5x12 6x8 5x6 5x6 4-11-9 4-11-9 9-0-0 4-0-7 9-7-10 0-7-10 11-7-10 2-0-0 17-0-0 5-4-6 25-2-14 8-2-14 30-6-0 5-3-2 38-8-0 8-2-0 43-4-0 4-8-0 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 11-7-10 2-0-0 17-0-0 5-4-6 25-2-14 8-2-14 30-6-0 5-3-2 34-7-0 4-1-0 38-8-0 4-1-0 43-4-0 4-8-0 0-8-85-1-89-2-83-1-82-0-01-0-02-0-01-0-09-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [7:0-4-0,0-1-15], [9:0-5-4,0-2-12], [17:0-5-4,0-2-0], [18:0-3-8,0-1-8], [23:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.90 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.07 0.18 (loc) 17-18 17-18 12 8 l/defl >999 >886 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 285 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 5-7: 2x4 SP No.1, 10-11,1-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. Except: 3-10-0 oc bracing: 22-23 WEBS 1 Row at midpt 6-18, 10-15, 7-17 REACTIONS. (size)12=0-5-10, 2=0-7-10, 23=0-7-10 Max Horz 2=-410(LC 10) Max Uplift 12=-898(LC 12), 2=-289(LC 12), 23=-1269(LC 12) Max Grav 12=1752(LC 18), 2=488(LC 17), 23=2565(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-568/169, 4-6=-274/364, 6-7=-2047/1460, 7-8=-2552/1993, 8-9=-2529/1974, 9-10=-2426/1650, 10-11=-2515/1612, 11-12=-1701/1140 BOT CHORD 2-24=-300/459, 23-24=-300/459, 22-23=-2173/1482, 20-22=-2082/1496, 6-20=-2011/1507, 17-18=-1119/1809, 8-17=-538/559, 13-15=-1672/2585 WEBS 4-23=-608/364, 6-18=-997/1771, 7-18=-243/361, 15-17=-1224/2069, 9-17=-515/795, 10-15=-583/407, 10-13=-1370/1123, 11-13=-1900/2966, 7-17=-681/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 30-6-0, Exterior(2R) 30-6-0 to 36-6-0, Interior(1) 36-6-0 to 43-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=898, 2=289, 23=1269. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss B15 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287354 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-mdT3o2G1rmSIR?3ZIs7tUDOcLVLSo8HS_YxwwpzYQVT Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 5x8 4x6 4x6 3x6 4x6 4x6 2x4 3x6 3x4 2x4 6x8 5x8 3x4 3x4 3x4 5x8 3x4 2x4 2x4 4-11-9 4-11-9 9-3-13 4-4-4 9-7-10 0-3-13 15-0-0 5-4-6 23-9-0 8-9-0 32-6-0 8-9-0 37-9-4 5-3-4 43-4-0 5-6-12 -1-6-0 1-6-0 4-11-9 4-11-9 9-7-10 4-8-1 15-0-0 5-4-6 20-10-0 5-10-0 26-8-0 5-10-0 32-6-0 5-10-0 37-9-4 5-3-4 43-4-0 5-6-12 0-8-88-2-80-9-82-0-08-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [7:0-3-0,0-2-0], [11:0-3-0,0-2-0], [14:0-5-9,Edge], [16:0-4-0,0-3-0], [21:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.87 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.41 0.07 0.19 (loc) 16-17 16-17 14 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-21: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-8-13, Right 2x6 SP No.2 -t 3-1-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. Except: 3-6-0 oc bracing: 20-21 WEBS 1 Row at midpt 8-19, 10-16 REACTIONS. (size)14=0-5-10, 2=0-7-10, 21=0-7-10 Max Horz 2=-425(LC 10) Max Uplift 14=-909(LC 12), 2=-390(LC 12), 21=-1165(LC 12) Max Grav 14=1869(LC 18), 2=489(LC 17), 21=2530(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-594/345, 4-6=-304/371, 6-7=-1687/1191, 7-8=-1421/1157, 8-10=-2526/1760, 10-11=-2370/1645, 11-12=-2657/1722, 12-14=-3128/1885 BOT CHORD 2-22=-267/478, 21-22=-267/478, 20-21=-2128/1253, 6-20=-2046/1269, 17-19=-1201/2204, 16-17=-1365/2440, 15-16=-1487/2600, 14-15=-1487/2600 WEBS 4-21=-633/374, 6-19=-776/1690, 7-19=-136/451, 8-19=-1233/805, 8-17=-175/566, 10-17=-188/276, 10-16=-473/334, 11-16=-376/751, 12-16=-468/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 32-6-0, Exterior(2R) 32-6-0 to 40-11-13, Interior(1) 40-11-13 to 43-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=909, 2=390, 21=1165. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss C1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287355 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-qWtkyBRRJNLAkJiSgVvObNW9kYTeptxfRN4DyRzYQVE Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 3x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x8 5x8 2x4 4x6 4x6 3x8 6x8 2x4 4x6 5x8 3x6 3x6 3x6 3x6 3x6 3x6 6x8 3x4 2x4 3x8 9-3-13 9-3-13 13-0-0 3-8-3 20-2-9 7-2-9 27-3-7 7-0-13 34-6-0 7-2-9 43-6-0 9-0-0 -1-6-0 1-6-0 4-9-11 4-9-11 9-3-13 4-6-3 13-0-0 3-8-3 20-2-9 7-2-9 27-3-7 7-0-13 34-6-0 7-2-9 38-10-4 4-4-4 43-6-0 4-7-12 45-0-0 1-6-0 0-8-87-2-82-8-87-2-86.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-1-13], [7:0-3-0,0-2-0], [11:0-6-0,0-2-8], [22:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.82 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.07 0.13 (loc) 15-16 15-16 15 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 1-23: 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 1 Row at midpt 6-22, 8-21, 10-19, 12-15 REACTIONS. (size)2=0-7-10, 22=0-7-10, 15=Mechanical Max Horz 2=-385(LC 10) Max Uplift 2=-166(LC 12), 22=-1450(LC 12), 15=-1010(LC 12) Max Grav 2=256(LC 17), 22=2832(LC 17), 15=1903(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-186/432, 4-6=-439/805, 6-7=-590/481, 7-8=-483/492, 8-10=-1676/1222, 10-11=-2079/1468, 11-12=-1960/1272, 13-15=-364/529 BOT CHORD 2-22=-434/221, 21-22=-693/604, 19-21=-769/1673, 18-19=-976/1991, 16-18=-748/1604, 15-16=-783/1383 WEBS 4-22=-596/509, 6-22=-2268/1530, 6-21=-1057/1734, 8-21=-1684/1021, 8-19=-198/711, 10-19=-563/391, 10-18=-264/308, 11-18=-353/610, 12-16=-88/481, 12-15=-1918/1131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-7-13, Interior(1) 4-7-13 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 34-6-0, Exterior(2R) 34-6-0 to 42-11-13, Interior(1) 42-11-13 to 44-11-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 2=166, 22=1450, 15=1010. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss C2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287356 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-mv?UNsTir_buzcsrowxsgobTMMAgHmsyuhZK0KzYQVC Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 5x8 3x8 4x6 4x6 3x6 3x4 2x4 7x10 4x6 6x8 2x4 2x4 4x6 3x4 6x8 3x4 5x6 5x6 9-3-13 9-3-13 11-0-0 1-8-3 18-9-11 7-9-11 26-7-6 7-9-11 34-5-2 7-9-11 36-6-0 2-0-14 43-6-0 7-0-0 -1-6-0 1-6-0 5-7-12 5-7-12 11-0-0 5-4-4 18-9-11 7-9-11 26-7-6 7-9-11 34-5-2 7-9-11 36-6-0 2-0-14 43-6-0 7-0-0 0-8-86-2-81-8-81-0-06-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-3-13], [5:0-5-12,0-2-4], [10:0-5-8,0-2-4], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [14:0-4-12,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.72 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.04 0.18 (loc) 16-17 15-16 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 271 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 1 Row at midpt 5-20, 5-17, 6-16, 14-16, 8-14 REACTIONS. (size)2=0-7-10, 12=Mechanical, 20=0-7-10 Max Horz 2=-294(LC 10) Max Uplift 2=-140(LC 22), 12=-833(LC 12), 20=-1528(LC 12) Max Grav 2=158(LC 17), 12=1670(LC 18), 20=2925(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-346/721, 4-5=-568/1031, 5-6=-1576/1150, 6-8=-2216/1542, 8-9=-2157/1578, 9-10=-2152/1562, 10-11=-2152/1357, 11-12=-1554/1070 BOT CHORD 2-20=-652/244, 19-20=-267/282, 17-19=-264/284, 16-17=-835/1555, 15-16=-57/254, 9-14=-404/404, 13-14=-1033/1794 WEBS 4-20=-640/626, 5-20=-2325/1492, 5-17=-1354/2199, 6-17=-1023/894, 6-16=-567/803, 8-16=-508/583, 14-16=-1186/1894, 10-14=-534/776, 11-13=-894/1615 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 36-6-0, Exterior(2E) 36-6-0 to 43-4-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 2=140, 12=833, 20=1528. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss C3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287357 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:26:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-F5ZtaCTKcIjlbmR1LeS5D08gClYq0C857LItYmzYQVB Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 2x4 ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 3x6 5x6 3x8 4x6 3x6 2x4 4x6 3x6 6x8 2x4 5x6 6x8 7x10 5x8 5x6 3x6 3x4 5x6 3x6 3x6 9-0-0 9-0-0 9-3-13 0-3-13 15-6-12 6-2-15 21-9-13 6-3-0 28-0-13 6-3-0 34-5-2 6-4-4 38-6-0 4-0-14 43-6-0 5-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 15-6-12 6-6-12 21-9-13 6-3-0 28-0-13 6-3-0 34-5-2 6-4-4 38-6-0 4-0-14 43-6-0 5-0-0 0-8-85-2-81-8-81-0-05-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-4-1], [5:0-9-8,0-2-4], [9:0-3-0,0-3-0], [11:0-3-0,0-2-0], [15:0-6-4,0-4-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.60 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.29 0.03 0.23 (loc) 17-19 17-19 13 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 263 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-22: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. WEBS 1 Row at midpt 15-17, 5-20, 6-19 REACTIONS. (size)2=0-7-10, 13=Mechanical, 22=0-7-10 Max Horz 2=-235(LC 10) Max Uplift 2=-391(LC 22), 13=-795(LC 12), 22=-1724(LC 12) Max Grav 2=115(LC 9), 13=1355(LC 22), 22=2820(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-607/1119, 4-5=-925/1417, 5-6=-667/581, 6-8=-1746/1265, 8-9=-2127/1583, 9-10=-2306/1795, 10-11=-1483/1206, 11-12=-1705/1228, 12-13=-1307/1009 BOT CHORD 2-22=-923/463, 20-22=-1324/1029, 19-20=-358/655, 17-19=-1040/1746, 10-15=-176/460, 14-15=-1573/2320 WEBS 4-22=-609/609, 5-22=-2406/1785, 9-17=-557/571, 15-17=-1338/2047, 10-14=-1199/817, 11-14=-191/475, 12-14=-927/1432, 8-17=-405/495, 5-20=-1693/2427, 8-19=-735/654, 6-20=-1348/1079, 6-19=-961/1399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 38-6-0, Exterior(2E) 38-6-0 to 43-4-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=391, 13=795, 22=1724. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss C4 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23287358 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-7soNQaXqgXDB4OkoaUX1NsIKzNrey?8h2zG5iXzYQV7 Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2x4 ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 3x6 5x8 4x12 5x8 4x6 2x4 5x12 3x6 2x4 7x10 5x8 3x4 6x8 4x6 4x6 3x4 5x8 4x6 3x8 4x6 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 7-0-0 7-0-0 9-3-13 2-3-13 16-0-13 6-9-0 22-8-13 6-8-0 29-4-14 6-8-0 34-5-2 5-0-4 40-6-0 6-0-14 43-6-0 3-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 9-3-13 2-3-13 16-0-13 6-9-0 22-8-13 6-8-0 29-4-14 6-8-0 34-5-2 5-0-4 40-6-0 6-0-14 43-6-0 3-0-0 0-8-84-2-81-8-81-0-04-2-86.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [3:0-10-0,0-2-8], [5:0-3-8,0-1-8], [9:0-3-0,Edge], [11:0-6-0,0-2-8], [13:0-4-8,0-1-8], [15:0-4-0,0-2-4], [16:Edge,0-3-8], [17:0-2-0,0-2-4], [20:0-3-8,0-2-8], [22:0-5-0,0-4-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.86 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 -0.42 -0.02 (loc) 17 17-19 22 l/defl >999 >963 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 560 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-22: 2x6 SP No.2, 7-17,4-20,5-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-20 REACTIONS. (size)2=0-7-10, 13=Mechanical, 22=0-7-10 Max Horz 2=221(LC 8) Max Uplift 2=-1822(LC 30), 13=-2598(LC 8), 22=-5472(LC 8) Max Grav 2=1152(LC 5), 13=3798(LC 30), 22=8236(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2792/4250, 3-4=-3542/5441, 4-5=-1056/709, 5-7=-5000/3327, 7-8=-6351/4285, 8-10=-7418/5100, 10-11=-7549/5197, 11-12=-4030/2758, 12-13=-3520/2409 BOT CHORD 2-23=-3682/2392, 22-23=-3654/2375, 20-22=-5460/3647, 19-20=-603/1055, 17-19=-3220/4981, 16-17=-505/735, 15-16=-261/426, 10-15=-377/384, 14-15=-2400/3537 WEBS 3-23=-455/803, 3-22=-3721/2455, 4-22=-4707/3308, 8-17=-1628/1408, 15-17=-3750/5698, 8-15=-968/1233, 11-15=-2956/4394, 11-14=-344/288, 12-14=-2617/3855, 7-17=-1121/1559, 4-20=-4887/7452, 7-19=-1936/1631, 5-20=-3444/2609, 5-19=-3020/4549 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 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 "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. FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss C4 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23287358 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:02 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-7soNQaXqgXDB4OkoaUX1NsIKzNrey?8h2zG5iXzYQV7 NOTES- 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1822, 13=2598, 22=5472. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-3-8 oc max. starting at 33-0-12 from the left end to 43-4-4 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 818 lb down and 572 lb up at 7-0-0 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: 1-3=-70, 3-11=-70, 11-12=-70, 2-16=-20, 13-15=-20 Concentrated Loads (lb) Vert: 3=-162(B) 6=-162(B) 13=-347(B) 23=-704(B) 4=-162(B) 25=-162(B) 26=-162(B) 28=-162(B) 29=-162(B) 30=-162(B) 31=-162(B) 32=-162(B) 33=-162(B) 35=-162(B) 36=-162(B) 37=-50(B) 38=-50(B) 39=-50(B) 40=-50(B) 41=-50(B) 42=-50(B) 43=-50(B) 44=-50(B) 45=-50(B) 46=-50(B) 47=-50(B) 48=-328(B) 49=-340(B) 50=-340(B) 51=-340(B) 52=-340(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ1 Truss Type Corner Jack Qty 20 Ply 1 Job Reference (optional) T23287359 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-b3MmdwXSRqL2hXJ_8B2Gw3rd0mOMhhpqHd0eE_zYQV6 Scale = 1:8.9 1 2 3 4 2x4 ST1.5x8 STP 5x6 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-8-81-2-80-9-131-2-86.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.00 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: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 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=107(LC 12) Max Uplift 3=-53(LC 1), 2=-296(LC 12) Max Grav 3=88(LC 12), 2=247(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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=296. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ2 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23287360 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-3Fw8rGY5B8TvJhuBiuZVTHOtZAkYQ83_WHlCmQzYQV5 Scale = 1:8.9 1 2 3 3x4 ST1.5x8 STP 1-0-0 1-0-0 1-0-0 1-0-0 0-8-81-2-80-9-131-2-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-1] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 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)1=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 1=60(LC 12) Max Uplift 2=-55(LC 12) Max Grav 1=42(LC 1), 2=48(LC 17), 3=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ3 Truss Type Corner Jack Qty 15 Ply 1 Job Reference (optional) T23287361 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-XRUW2bZjySblxrTNGc4k?Uwzda3I9aJ7kxVlIszYQV4 Scale = 1:14.0 1 2 3 4 5 2x4 ST1.5x8 STP 3x6 4x6 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 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 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-8-10 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)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=173(LC 12) Max Uplift 4=-99(LC 12), 2=-220(LC 12) Max Grav 4=114(LC 17), 2=274(LC 17), 5=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=220. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T23287362 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-y09egdbbFN_KoJCyxkdRd7YLBn1oMx2ZQvjPvBzYQV1 Scale = 1:19.9 1 2 3 7 4 5 2x4 ST1.5x8 STP 3x6 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.90 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.03 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >831 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=246(LC 12) Max Uplift 4=-195(LC 12), 2=-240(LC 12) Max Grav 4=216(LC 17), 2=362(LC 17), 5=99(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 4-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=195, 2=240. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ11 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23287363 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-b3MmdwXSRqL2hXJ_8B2Gw3rixmOMhhpqHd0eE_zYQV6 Scale = 1:8.9 1 2 3 4x6 ST1.5x8 STP 0-11-0 0-11-0 0-11-0 0-11-0 0-9-01-2-80-9-131-2-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-15] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 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 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-6-10, 2=Mechanical, 3=Mechanical Max Horz 1=54(LC 12) Max Uplift 2=-50(LC 12) Max Grav 1=38(LC 1), 2=44(LC 17), 3=17(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ31 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23287364 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-XRUW2bZjySblxrTNGc4k?Uw_Ia1w9aJ7kxVlIszYQV4 Scale = 1:14.0 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 3x8 2x4 3x4 3x6 2-7-10 2-7-10 3-0-0 0-4-6 -1-6-0 1-6-0 2-7-10 2-7-10 3-0-0 0-4-6 0-8-82-2-81-2-81-9-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [3:0-4-14,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3 3 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 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)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=173(LC 12) Max Uplift 4=-61(LC 12), 2=-215(LC 12), 5=-18(LC 9) Max Grav 4=72(LC 17), 2=283(LC 17), 5=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=215. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ32 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23287365 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-0e2uGxaLjlkcY?2ZpJbzYiT7H_NCu1ZHzbEIrJzYQV3 Scale = 1:14.0 1 4 2 3 3x8 ST1.5x8 STP 2-11-0 2-11-0 2-11-0 2-11-0 0-9-02-2-81-9-132-2-86.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-6-10, 2=Mechanical, 3=Mechanical Max Horz 4=99(LC 12) Max Uplift 4=-29(LC 12), 2=-107(LC 12), 3=-9(LC 12) Max Grav 4=128(LC 17), 2=117(LC 17), 3=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=107. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ34 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T23287366 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-UqcGTHazU3sTA9dmN16C4v0KnOibdUoQCF_sNlzYQV2 Scale = 1:14.0 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 3x8 2x4 3x4 3x6 2-9-2 2-9-2 3-0-0 0-2-14 -1-6-0 1-6-0 2-9-2 2-9-2 3-0-0 0-2-14 0-8-82-2-81-2-81-9-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-1], [3:0-4-14,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3 3 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 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)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=173(LC 12) Max Uplift 4=-61(LC 12), 2=-215(LC 12), 5=-17(LC 9) Max Grav 4=71(LC 17), 2=283(LC 17), 5=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=215. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss CJ35 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23287367 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-UqcGTHazU3sTA9dmN16C4v0M6OhedUoQCF_sNlzYQV2 Scale = 1:14.0 1 2 7 6 5 3 4 3x8 ST1.5x8 STP 2x4 3x4 3x4 2-8-2 2-8-2 2-11-0 0-2-14 2-11-0 2-11-0 0-9-02-2-81-2-81-9-131-0-06.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 2 2 4 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 7=99(LC 12) Max Uplift 7=-24(LC 12), 3=-63(LC 12), 4=-45(LC 12) Max Grav 7=138(LC 17), 3=76(LC 17), 4=99(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 3, 4. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss D1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287368 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-uPHP5Jdrn_E21cMK29gviYek9bfoqewsuCCW_4zYQV? Scale = 1:63.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 18 19 20 2122 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 6x12 MT20HS 2x4 8x10 4x6 5x8 8x14 MT20HS 5x8 7x10 8x14 MT20HS 4x6 4x12 8x10 3x12 MT20HS NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 5-0-0 5-0-0 10-7-10 5-7-10 16-5-0 5-9-6 22-2-6 5-9-6 27-10-0 5-7-10 32-10-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-7-10 5-7-10 16-5-0 5-9-6 22-2-6 5-9-6 27-10-0 5-7-10 32-10-0 5-0-0 34-4-0 1-6-0 0-8-83-2-80-8-83-2-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-5-0], [3:0-3-0,0-2-7], [5:0-5-0,0-5-4], [7:0-9-4,0-2-8], [9:0-0-11,0-5-0], [12:0-7-0,0-4-8], [14:0-7-0,0-4-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.53 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.63 0.14 (loc) 13 13 9 l/defl >630 >614 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 216 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-189(LC 6) Max Uplift 2=-2053(LC 8), 9=-2053(LC 8) Max Grav 2=2936(LC 29), 9=2937(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5091/3378, 3-4=-4239/2923, 4-5=-8416/5819, 5-6=-8416/5819, 6-7=-4089/2822, 7-9=-4831/3224 BOT CHORD 2-15=-2737/4408, 14-15=-4842/7420, 13-14=-4842/7420, 12-13=-4863/7394, 11-12=-4863/7394, 9-11=-2630/4106 WEBS 3-15=-1208/2028, 4-15=-3549/2401, 4-14=0/396, 4-13=-808/1238, 5-13=-813/801, 6-13=-784/1205, 6-12=0/433, 6-11=-3750/2536, 7-11=-1102/1848 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2053, 9=2053. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 352 lb down and 274 lb up at 5-0-0, and 352 lb down and 274 lb up at 27-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss D1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287368 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:10 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-uPHP5Jdrn_E21cMK29gviYek9bfoqewsuCCW_4zYQV? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-10=-70, 2-9=-20 Concentrated Loads (lb) Vert: 3=-88(F) 7=-88(F) 15=-316(F) 13=-29(F) 5=-88(F) 11=-316(F) 18=-88(F) 19=-88(F) 20=-88(F) 21=-88(F) 23=-88(F) 24=-88(F) 26=-88(F) 27=-88(F) 28=-88(F) 29=-88(F) 30=-29(F) 31=-29(F) 32=-29(F) 33=-29(F) 34=-29(F) 35=-29(F) 36=-29(F) 37=-29(F) 38=-29(F) 39=-29(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ5 Truss Type Jack-Open Qty 16 Ply 1 Job Reference (optional) T23287369 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-uPHP5Jdrn_E21cMK29gviYehhbjGqrYsuCCW_4zYQV? Scale = 1:18.9 1 2 3 7 4 5 2x4 ST1.5x8 STP 3x6 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.90 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.03 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >831 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=246(LC 12) Max Uplift 4=-195(LC 12), 2=-240(LC 12) Max Grav 4=216(LC 17), 2=362(LC 17), 5=99(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 4-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=195, 2=240. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ7 Truss Type Jack-Open Qty 44 Ply 1 Job Reference (optional) T23287370 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-qnP9W?e6JbUmGwVjAaiNnzj3xPIlIl29LWhd1yzYQUz Scale = 1:23.6 1 2 3 7 4 5 2x4 ST1.5x8 STP 3x8 4x6 4x6 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-8-84-2-83-9-134-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-4-1] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.75 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.05 0.16 (loc) 2-5 2-5 4 2-5 l/defl >999 >487 n/a >507 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=320(LC 12) Max Uplift 4=-257(LC 12), 2=-269(LC 12) Max Grav 4=306(LC 17), 2=457(LC 17), 5=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-299/158 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=257, 2=269. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ51 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T23287371 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-MbrnJfeUYIMvfmwXcsB8FlAyT?wLZIo07sy3WWzYQV_ Scale = 1:18.9 1 2 3 7 6 9 4 5 2x4 ST1.5x8 STP 3x8 3x4 4x10 MT20HS4x6 2-9-2 2-9-2 5-0-0 2-2-14 -1-6-0 1-6-0 2-9-2 2-9-2 5-0-0 2-2-14 0-8-83-2-82-2-82-9-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-5], [3:0-5-9,0-2-5], [6:0-5-0,0-1-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.52 0.89 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 -0.04 0.08 (loc) 6 5-6 5 5-6 l/defl >999 >999 n/a >738 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 29 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=246(LC 12) Max Uplift 4=-131(LC 12), 2=-232(LC 12), 5=-34(LC 12) Max Grav 4=159(LC 17), 2=379(LC 17), 5=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/178 BOT CHORD 2-7=-434/352, 3-6=-352/434 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 4-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 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) 5 except (jt=lb) 4=131, 2=232. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ73 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T23287372 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-I_zXkKfk4vcdu44vkHDcKAFGOofA1AjJaARAZPzYQUy Scale = 1:25.7 1 2 3 4 7 9 5 6 2x4 ST1.5x8 STP 4x6 3x8 4x6 4x6 3x6 3-6-0 3-6-0 6-4-0 2-10-0 7-0-0 0-8-0 -1-6-0 1-6-0 6-4-0 6-4-0 7-0-0 0-8-0 0-8-83-10-80-6-23-0-63-6-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.67 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 -0.18 0.27 (loc) 2-7 2-7 5 2-7 l/defl >999 >436 n/a >307 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10, 6=Mechanical Max Horz 2=269(LC 12) Max Uplift 5=-17(LC 12), 2=-295(LC 12), 6=-205(LC 12) Max Grav 5=148(LC 3), 2=457(LC 17), 6=246(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-257/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 6-4-0, Exterior(2E) 6-4-0 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 5 except (jt=lb) 2=295, 6=205. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ81 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T23287373 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-nAXwxggMrDkUWEf6H?krsOoSkCvHmZMSpqAk6rzYQUx Scale = 1:29.6 1 2 3 4 5 6 10 9 8 7 12 2x4 ST1.5x8 STP 3x6 3x4 3x8 3x4 6x12 MT20HS 3x8 2x4 3x4 6x8 2-9-2 2-9-2 4-6-0 1-8-14 8-4-0 3-10-0 -1-6-0 1-6-0 2-9-2 2-9-2 4-6-0 1-8-14 7-9-0 3-3-0 8-4-0 0-7-0 0-8-84-7-03-3-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-5], [3:0-6-4,0-1-8], [5:0-3-0,Edge], [9:0-6-0,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 1.00 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.09 -0.06 (loc) 8-9 8-9 7 l/defl >909 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 51 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-7-10, 7=Mechanical Max Horz 2=334(LC 12) Max Uplift 2=-305(LC 12), 7=-279(LC 12) Max Grav 2=517(LC 17), 7=433(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/180, 3-4=-713/896, 6-7=-143/279 BOT CHORD 2-10=-473/313, 3-9=-771/470, 8-9=-1244/779, 7-8=-1244/779 WEBS 4-8=-248/272, 4-7=-835/1330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-0, Interior(1) 4-6-0 to 7-9-0, Exterior(2E) 7-9-0 to 8-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 2=305, 7=279. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ82 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T23287374 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-FM5I80h_cWsL7NEIriF4PbLdicIbV0bb1UwHeHzYQUw Scale = 1:27.9 1 2 3 4 5 6 10 9 8 72x4 ST1.5x8 STP 3x6 3x4 6x8 3x8 2x4 3x8 MT20HS3x6 2x4 3x4 2-9-2 2-9-2 4-6-0 1-8-14 7-4-0 2-10-0 8-4-0 1-0-0 -1-6-0 1-6-0 2-9-2 2-9-2 4-6-0 1-8-14 7-4-0 2-10-0 8-4-0 1-0-0 0-8-84-4-83-4-81-0-04-4-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-5], [3:0-5-6,0-1-8], [5:0-3-0,0-2-0], [9:0-2-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.81 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -0.05 0.10 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >982 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 51 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-10: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-5 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 7=-280(LC 12), 2=-304(LC 12) Max Grav 7=428(LC 17), 2=521(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/289, 3-4=-714/916, 6-7=-146/273 BOT CHORD 2-10=-637/404, 3-9=-616/387, 8-9=-1253/776, 7-8=-1253/776 WEBS 4-8=-280/284, 4-7=-827/1334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-0, Interior(1) 4-6-0 to 7-4-0, Exterior(2E) 7-4-0 to 8-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=280, 2=304. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ83 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T23287375 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-jZegMMhcNq_ClXpUPQnJyptkG0d6EWblG8fqAjzYQUv Scale = 1:25.7 1 2 3 4 5 6 7 10 9 8 12 13 2x4 ST1.5x8 STP 2x4 4x6 2x4 6x8 3x8 2x4 3x8 MT20HS3x8 4x6 2-9-2 2-9-2 5-4-0 2-6-14 6-8-0 1-4-0 8-4-0 1-8-0 -1-6-0 1-6-0 2-9-2 2-9-2 5-4-0 2-6-14 6-8-0 1-4-0 8-4-0 1-8-0 0-8-83-4-82-4-81-0-03-4-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-5], [3:0-4-12,0-1-8], [9:0-2-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.85 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.25 -0.12 0.33 (loc) 8-9 8-9 8 8-9 l/defl >985 >391 n/a >295 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 50 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-10: 2x6 SP No.2, 3-8: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-7-10 Max Horz 2=317(LC 12) Max Uplift 8=-271(LC 12), 2=-314(LC 12) Max Grav 8=421(LC 17), 2=517(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/346, 3-4=-360/424 BOT CHORD 2-10=-631/352, 8-9=-682/426 WEBS 4-8=-421/740 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 5-4-0, Exterior(2E) 5-4-0 to 6-8-7, Interior(1) 6-8-7 to 8-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) 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) 8=271, 2=314. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ84 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T23287376 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-jZegMMhcNq_ClXpUPQnJyptpC0gNETtlG8fqAjzYQUv Scale = 1:25.7 1 2 3 4 5 6 10 9 8 72x4 ST1.5x8 STP 4x6 4x6 2x4 6x8 3x8 2x4 3x6 3x8 3x4 2-9-2 2-9-2 4-8-0 1-10-14 8-4-0 3-8-0 -1-6-0 1-6-0 2-9-2 2-9-2 3-4-0 0-6-14 4-8-0 1-4-0 8-4-0 3-8-0 0-8-82-4-84-2-83-2-81-0-02-4-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-5], [3:0-5-0,0-1-8], [9:0-0-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.64 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 -0.05 0.09 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-10: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-7-10 Max Horz 2=317(LC 12) Max Uplift 7=-271(LC 12), 2=-314(LC 12) Max Grav 7=429(LC 17), 2=509(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-382/246, 3-4=-788/910, 4-5=-915/1051, 6-7=-171/294 BOT CHORD 2-10=-506/359, 3-9=-692/500, 8-9=-1198/853, 7-8=-1296/1001 WEBS 5-7=-1026/1325 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-8-0, Interior(1) 4-8-0 to 8-2-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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=271, 2=314. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss EJ85 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T23287377 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-BlC2ZiiE8862NhOhz7IYU0QzrQ5lzu2uVoPOiAzYQUu Scale = 1:25.7 1 2 3 4 5 6 8 710 2x4 ST1.5x8 STP 4x6 4x6 3x4 4x6 3x6 4x6 3x4 NAILED NAILED 1-4-0 1-4-0 2-8-0 1-4-0 8-4-0 5-8-0 -1-6-0 1-6-0 1-4-0 1-4-0 2-8-0 1-4-0 8-4-0 5-8-0 0-8-81-4-84-2-81-4-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [2:0-8-6,0-2-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.38 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.02 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-7-10 Max Horz 2=317(LC 8) Max Uplift 7=-287(LC 8), 2=-399(LC 8) Max Grav 7=451(LC 28), 2=576(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-525/178, 4-5=-765/302 BOT CHORD 2-8=-350/454, 7-8=-530/865 WEBS 4-8=-208/514, 5-8=-281/253, 5-7=-844/515 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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=287, 2=399. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, 5-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 3=51(F) 10=27(F) March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G1 Truss Type COMMON Qty 6 Ply 1 Job Reference (optional) T23287378 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-fxmQn2jtuREv?rztWrpn1Ez7CpKTiNl2kS8xFczYQUt Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 14 13 12 17 18 19 20 2x4 ST1.5x8 STP ST1.5x8 STP 3x6 2x4 5x6 4x6 4x6 3x8 MT20HS 3x4 3x4 2x4 2x4 2x4 2x4 5x6 4x6 4x6 5-10-4 5-10-4 14-1-12 8-3-8 20-0-0 5-10-4 -1-6-0 1-6-0 5-10-4 5-10-4 7-5-8 1-7-4 8-1-5 0-7-13 10-0-0 1-10-11 11-10-11 1-10-11 12-6-8 0-7-13 14-1-12 1-7-4 20-0-0 5-10-4 21-6-0 1-6-0 0-8-85-8-80-8-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [6:0-3-0,Edge], [10:0-4-1,0-0-5] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.79 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.73 0.04 -0.43 (loc) 12-14 12-14 10 2-14 l/defl >489 >328 n/a >563 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 102 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-2-12, Right 2x6 SP No.2 -t 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=340(LC 11) Max Uplift 2=-632(LC 12), 10=-632(LC 12) Max Grav 2=1351(LC 18), 10=1351(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2045/1046, 4-5=-1585/1088, 5-6=-151/501, 6-7=-151/502, 7-8=-1584/1088, 8-10=-2044/1046 BOT CHORD 2-14=-640/1696, 12-14=-640/1696, 10-12=-640/1696 WEBS 5-7=-2101/1358, 8-12=0/624, 4-14=0/624 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 10-0-0, Exterior(2R) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 21-5-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=632, 10=632. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G2 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) T23287379 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-78Kp_OkVflMmc?Y34YK0ZRVItDggRqvBy6uUn2zYQUs Scale = 1:38.9 1 2 3 4 5 6 7 8 9 10 13 12 11 15 16 17 2x4 ST1.5x8 STP 3x6 4x6 3x4 3x4 5x6 4x6 4x6 3x8 MT20HS 3x4 3x4 2x4 2x4 2x4 2x4 5-10-4 5-10-4 14-1-12 8-3-8 20-0-0 5-10-4 -1-6-0 1-6-0 5-10-4 5-10-4 7-5-8 1-7-4 8-1-5 0-7-13 10-0-0 1-10-11 11-10-11 1-10-11 12-6-8 0-7-13 14-1-12 1-7-4 20-0-0 5-10-4 0-8-85-8-80-8-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [6:0-3-0,Edge], [10:0-4-1,0-0-5] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.80 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.74 0.04 -0.44 (loc) 11-13 11-13 10 2-13 l/defl >486 >326 n/a >549 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 96 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-2-12, Right 2x4 SP No.3 -t 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. REACTIONS. (size)10=Mechanical, 2=0-7-10 Max Horz 2=334(LC 11) Max Uplift 10=-479(LC 12), 2=-637(LC 12) Max Grav 10=1240(LC 19), 2=1353(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2058/1059, 4-5=-1596/1099, 5-6=-178/504, 6-7=-163/514, 7-8=-1588/1118, 8-10=-2044/1074 BOT CHORD 2-13=-721/1690, 11-13=-721/1690, 10-11=-721/1690 WEBS 5-7=-2125/1426, 8-11=0/620, 4-13=0/626 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 10-0-0, Exterior(2R) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 20-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=479, 2=637. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287380 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-bKuBCkl7Q3UdE96FeFrF6f2VTd?zAKGKBmd2JVzYQUr Scale = 1:36.4 1 2 3 4 5 6 7 8 9 11 10 13 14 15 2x4 ST1.5x8 STP 4x6 4x6 4x6 3x4 5x6 4x6 5x6 3x4 2x4 2x4 9-0-0 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 11-0-0 2-0-0 15-4-4 4-4-4 20-0-0 4-7-12 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [9:0-4-1,0-0-5], [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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.79 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.27 0.04 -0.12 (loc) 9-10 9-10 9 2-11 l/defl >999 >873 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x4 SP No.3 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. REACTIONS. (size)9=Mechanical, 2=0-7-10 Max Horz 2=305(LC 11) Max Uplift 9=-529(LC 12), 2=-687(LC 12) Max Grav 9=911(LC 18), 2=1024(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1407/1269, 4-5=-1107/1004, 5-6=-1004/1001, 6-7=-1109/1029, 7-9=-1424/1270 BOT CHORD 2-11=-979/1325, 10-11=-539/960, 9-10=-941/1179 WEBS 4-11=-428/512, 5-11=-185/277, 6-10=-216/284, 7-10=-448/537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 20-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 9=529, 2=687. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G4 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287381 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-3WSZP4llBMcUsIhSCzMUfsbYO1LCvgqUQQNbsxzYQUq Scale = 1:38.0 1 2 3 4 5 6 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 2x4 ST1.5x8 STP 4x6 4x10 MT20HS 6x8 4x6 4x6 4x6 6x8 6x8 5x6 6x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-6-0 6-6-0 20-0-0 6-6-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-6-0 6-6-0 20-0-0 6-6-0 0-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [4:0-3-4,0-2-0], [5:0-3-8,0-3-0], [7:0-3-8,Edge], [10:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.79 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.22 0.05 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 111 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 *Except* 5-10,6-8: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 1 Row at midpt 6-7, 6-8 REACTIONS. (size)7=Mechanical, 2=0-7-10 Max Horz 2=323(LC 21) Max Uplift 7=-1559(LC 8), 2=-1427(LC 8) Max Grav 7=2391(LC 25), 2=2190(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3634/2264, 4-5=-3187/2111, 5-6=-2934/1929, 6-7=-2247/1607 BOT CHORD 2-10=-2098/3155, 8-10=-1929/2934 WEBS 4-10=-410/906, 5-10=-213/297, 5-8=-1443/1315, 6-8=-2218/3369 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) 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) 7=1559, 2=1427. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 818 lb down and 572 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-7=-20 Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G4 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287381 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:21 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-3WSZP4llBMcUsIhSCzMUfsbYO1LCvgqUQQNbsxzYQUq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-162(B) 10=-704(B) 12=-162(B) 13=-162(B) 14=-162(B) 15=-162(B) 16=-162(B) 17=-169(B) 18=-50(B) 19=-50(B) 20=-50(B) 21=-50(B) 22=-50(B) 23=-52(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287382 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-Yj0xcPmNyglLTSGelgujB47r0RhPeEwde469ONzYQUp Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 12 11 15 16 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 5x6 4x6 5x6 3x4 2x4 2x4 5x6 4x6 9-0-0 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 11-0-0 2-0-0 15-4-4 4-4-4 20-0-0 4-7-12 21-6-0 1-6-0 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [9:0-4-1,0-0-5], [11:0-3-0,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.79 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.04 -0.12 (loc) 2-12 2-12 9 2-12 l/defl >999 >922 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 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-311(LC 10) Max Uplift 2=-682(LC 12), 9=-682(LC 12) Max Grav 2=1022(LC 17), 9=1022(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1400/1227, 4-5=-1099/980, 5-6=-998/957, 6-7=-1099/980, 7-9=-1400/1227 BOT CHORD 2-12=-912/1332, 11-12=-463/966, 9-11=-894/1156 WEBS 4-12=-428/522, 5-12=-185/278, 6-11=-185/278, 7-11=-430/522 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-5-3 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=682, 9=682. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287383 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-0vZJqln?j_tC5crqJOPykHgvMq2YNeYntksiwpzYQUo Scale = 1:40.3 1 2 3 4 5 6 7 8 11 10 9 14 15 16 17 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 2x4 6x8 4x6 4x6 5x6 WB3x6 3x4 6x8 4x6 4x6 NAILED NAILED NAILED Special Special NAILED NAILED Special 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 21-6-0 1-6-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [4:0-5-8,0-2-4], [5:0-3-8,0-2-4], [7:0-0-5,0-4-1] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.74 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.24 0.08 (loc) 9-11 9-11 7 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 M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7, Right 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=-251(LC 23) Max Uplift 2=-1544(LC 8), 7=-1519(LC 8) Max Grav 2=2313(LC 29), 7=2284(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3890/2508, 4-5=-3357/2273, 5-7=-3843/2457 BOT CHORD 2-11=-2005/3467, 9-11=-2021/3504, 7-9=-1945/3330 WEBS 4-11=-444/1001, 5-9=-148/719 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1544, 7=1519. 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) 722 lb down and 714 lb up at 13-0-0 on top chord, and 818 lb down and 572 lb up at 7-0-0, and 465 lb down and 202 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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, 2-7=-20 Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287383 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:23 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-0vZJqln?j_tC5crqJOPykHgvMq2YNeYntksiwpzYQUo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-162(F) 5=-374(F) 11=-704(F) 9=-421(F) 14=-162(F) 15=-162(F) 16=-50(F) 17=-50(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G7 Truss Type Common Girder Qty 1 Ply 3 Job Reference (optional) T23287384 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Mar 23 00:00:50 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:GD21k_OkxBeW6ovNw51gSNz?8u0-_EynGussatrp2dVrCSpeoxcm5Es8RRRk1eGsTOzYEaB Scale = 1:35.9 1 2 3 4 5 6 7 10 9 811121314151617 187x10 4x10 MT20HS 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 7x10 4x10 MT20HS 4x6 8x14 MT20HS 3x8 3x6 3x8 3x6 HGUS26-2 HTU26 HTU26 HTU26 HTU26HTU26 HTU26 HTU26 LUS26 Special 4-6-4 4-6-4 8-9-0 4-2-12 12-11-12 4-2-12 17-6-0 4-6-4 4-6-4 4-6-4 8-9-0 4-2-12 12-11-12 4-2-12 17-6-0 4-6-4 0-8-85-1-00-8-86.00 12 Plate Offsets (X,Y)-- [1:0-1-2,Edge], [1:Edge,0-3-9], [7:0-1-2,Edge], [7:Edge,0-3-9], [8:0-4-8,0-1-8], [9:0-7-0,0-4-8], [10:0-4-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.54 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.16 0.05 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 375 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -< 2-6-0, Right 2x6 SP No.2 -< 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7572/0-7-10, 7=8861/0-7-8 Max Horz 1=-273(LC 23) Max Uplift 1=-4627(LC 8), 7=-5468(LC 8) Max Grav 1=8031(LC 29), 7=9396(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14109/8262, 2-3=-14021/8264, 3-4=-11866/7272, 4-5=-11859/7268, 5-6=-15756/9325, 6-7=-15833/9306 BOT CHORD 1-11=-7021/12289, 10-11=-7021/12289, 10-12=-7021/12289, 12-13=-7021/12289, 13-14=-7021/12289, 9-14=-7021/12289, 9-15=-7968/13631, 15-16=-7968/13631, 16-17=-7968/13631, 8-17=-7968/13631, 8-18=-7968/13631, 7-18=-7968/13631 WEBS 4-9=-5949/9787, 5-9=-3574/1931, 5-8=-2305/4343, 3-9=-1779/832, 3-10=-1261/2639 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4627 lb uplift at joint 1 and 5468 lb uplift at joint 7. 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 7-1-8 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. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 9-0-12 from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss G7 Truss Type Common Girder Qty 1 Ply 3 Job Reference (optional) T23287384 8.430 s Dec 17 2020 MiTek Industries, Inc. Tue Mar 23 00:00:50 2021 Page 2 Builders FirstSource, Fort Piece, FL 34945 ID:GD21k_OkxBeW6ovNw51gSNz?8u0-_EynGussatrp2dVrCSpeoxcm5Es8RRRk1eGsTOzYEaB NOTES- 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-0-12 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) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-5-4 from the left end to 6-5-4 to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 8-5-4 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2229 lb down and 1579 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1989(F) 10=-959(B) 11=-959(B) 12=-959(B) 13=-2474(F) 14=-876(B) 15=-1332(F) 16=-2089(B) 17=-1373(F) 18=-1902(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss HJ1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287385 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-QUFSSnpu0vFny4aP_WyfMvIYB2EWa4VDZi4MX8zYQUl Scale = 1:9.6 1 2 3 4 7 5 2x4 4x6 4x6 NAILED NAILED 1-9-14 1-9-14 1-9-14 1-9-14 0-8-81-4-41-0-01-4-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 1-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=113(LC 8) Max Uplift 4=-20(LC 1), 2=-384(LC 8), 5=-66(LC 4) Max Grav 4=45(LC 8), 2=329(LC 28), 5=113(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=384. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=23(F=-18, B=41) March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss HJ5 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T23287386 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-QUFSSnpu0vFny4aP_WyfMvIQS283a4VDZi4MX8zYQUl Scale = 1:19.7 1 2 3 4 5 2x4 4x6 4x6 4x6 7-0-2 7-0-2 7-0-2 7-0-2 0-8-83-2-40-4-42-10-03-2-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.03 0.08 (loc) 2-5 2-5 4 2-5 l/defl >999 >489 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-9-1 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)4=Mechanical, 2=0-10-12, 5=Mechanical Max Horz 2=203(LC 8) Max Uplift 4=-259(LC 8), 2=-291(LC 8) Max Grav 4=320(LC 13), 2=349(LC 1), 5=131(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=259, 2=291. 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: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=0(F=35, B=35)-to-4=-123(F=-26, B=-26), 2=0(F=10, B=10)-to-5=-35(F=-8, B=-8) March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T23287387 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-MsNCtTr8YWVVBNko6x_7RKNnqrqL2tPW10ZTb1zYQUj Scale = 1:24.5 1 2 3 4 8 7 6 5 2x4 4x6 4x6 2x4 3x4 3x4 4-11-0 4-11-0 9-10-1 4-11-0 -2-1-7 2-1-7 4-11-0 4-11-0 9-10-1 4-11-0 0-8-84-2-43-10-04-2-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.44 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.07 0.01 0.04 (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: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-7, 7=Mechanical Max Horz 2=362(LC 8) Max Uplift 5=-342(LC 8), 2=-349(LC 8), 7=-183(LC 8) Max Grav 5=413(LC 13), 2=518(LC 1), 7=464(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-788/213 BOT CHORD 2-8=-493/815, 7-8=-493/815 WEBS 4-7=-893/540 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) N/A 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) 5=342, 2=349, 7=183. 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: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=0(F=35, B=35)-to-5=-172(F=-51, B=-51), 2=0(F=10, B=10)-to-6=-49(F=-15, B=-15) March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss HJ51 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T23287388 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-ugpqg7qWnCNeaD9cYETuu7rfGSPzJXlMoMqw3bzYQUk Scale = 1:19.7 1 2 3 4 8 7 5 6 2x4 4x6 4x6 2x4 3x6 4x6 3-9-5 3-9-5 7-0-2 3-2-13 -2-1-7 2-1-7 3-9-5 3-9-5 7-0-2 3-2-13 0-8-83-2-42-2-41-0-04.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.65 0.71 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 0.06 0.16 (loc) 8 7 6 8 l/defl >999 >450 n/a >507 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 1-10-10 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)5=Mechanical, 2=0-11-5, 6=Mechanical Max Horz 2=195(LC 8) Max Uplift 5=-215(LC 8), 2=-292(LC 8), 6=-22(LC 8) Max Grav 5=288(LC 13), 2=349(LC 1), 6=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-285/15 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=215, 2=292. 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: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=0(F=35, B=35)-to-5=-123(F=-26, B=-26), 2=0(F=10, B=10)-to-8=-18(F=1, B=1), 7=-18(F=1, B=1)-to-6=-35(F=-8, B=-8) March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss K1 Truss Type Roof Special Girder Qty 1 Ply 3 Job Reference (optional) T23287389 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-q3xb5prmJqdLpXJ_geWMzYw0FF5TnHZfFgJ08TzYQUi Scale = 1:32.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 17 18 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x8 2x4 5x8 5x6 10x14 2x4 3x4 2x4 4x6 3x6 3x8 3x4 Special HTU26 HTU26 HTU26 2-9-2 2-9-2 5-3-1 2-5-15 7-9-0 2-5-15 8-5-8 0-8-8 10-2-15 1-9-7 12-8-14 2-5-15 15-5-0 2-8-2 -1-6-0 1-6-0 2-9-2 2-9-2 5-3-1 2-5-15 7-9-0 2-5-15 10-2-15 2-5-15 12-8-14 2-5-15 15-5-0 2-8-2 0-8-84-7-00-9-01-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-8-5,0-3-3], [7:0-0-12,0-4-8], [8:0-3-14,0-1-4], [10:0-4-8,0-1-8], [14:0-2-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.77 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.25 0.20 (loc) 7-10 7-10 8 l/defl >812 >714 n/a L/d 240 240 n/a PLATES MT20 Weight: 330 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 *Except* 2-15: 2x4 SP No.2, 3-7: 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1, Right 2x6 SP M 26 -t 1-9-15 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, Except: 6-0-0 oc bracing: 8-9. 10-0-0 oc bracing: 10-12, 7-10 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size)8=0-6-10, 2=0-7-10 Max Horz 2=261(LC 7) Max Uplift 8=-4066(LC 8), 2=-2162(LC 8) Max Grav 8=6289(LC 30), 2=3088(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3352/2279, 3-4=-8375/5631, 4-5=-7312/5097, 5-6=-8858/6160, 6-7=-12372/8325, 7-8=-2583/1729 BOT CHORD 2-15=-1160/1863, 3-14=-3772/5800, 13-14=-4931/7662, 12-13=-4931/7662, 11-12=-4257/6539, 10-11=-7514/11364, 7-10=-7509/11357, 7-9=-410/686 WEBS 4-13=-493/978, 5-11=-3748/5420, 6-10=-2789/4420, 6-11=-5381/3469, 5-12=-1375/2050, 4-12=-1335/793 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 8=4066, 2=2162. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-4-12 from the left end to 14-4-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss K1 Truss Type Roof Special Girder Qty 1 Ply 3 Job Reference (optional) T23287389 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:29 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-q3xb5prmJqdLpXJ_geWMzYw0FF5TnHZfFgJ08TzYQUi NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3535 lb down and 2618 lb up at 8-5-8 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: 1-5=-70, 5-7=-70, 7-8=-70, 2-15=-20, 7-14=-20, 8-9=-20 Concentrated Loads (lb) Vert: 11=-3454(F) 10=-1335(F) 17=-1395(F) 18=-1540(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss K2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23287390 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-JFVzI8sO47lCRhtADM1bWlTCyfT3WkRpUK2agwzYQUh Scale = 1:29.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 17 18 2x4 ST1.5x8 STP ST1.5x8 STP 3x8 3x6 3x4 3x12 MT20HS 3x12 MT20HS 3x4 2-9-2 2-9-2 7-0-0 4-2-14 8-6-0 1-6-0 12-8-14 4-2-14 15-5-0 2-8-2 -1-6-0 1-6-0 2-9-2 2-9-2 7-0-0 4-2-14 8-6-0 1-6-0 12-8-14 4-2-14 15-5-0 2-8-2 0-8-84-2-80-9-01-0-04-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [4:0-1-4,0-2-0], [7:0-1-8,0-2-0], [9:0-5-1,Edge], [11:0-5-12,0-1-8], [14:0-5-12,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.62 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.16 0.14 0.13 (loc) 11-12 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 90 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-15,7-10: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-6-13, Right 2x6 SP No.2 -t 1-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-9 oc bracing. REACTIONS. (size)9=0-6-10, 2=0-7-10 Max Horz 2=245(LC 11) Max Uplift 9=-405(LC 12), 2=-566(LC 12) Max Grav 9=699(LC 18), 2=816(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1042/1026, 4-5=-1110/1093, 5-6=-1015/1103, 6-7=-1110/1106, 7-9=-1034/1054 BOT CHORD 2-15=-736/923, 13-14=-2144/2551, 12-13=-667/979, 11-12=-2138/2181, 9-10=-749/793 WEBS 4-13=-1596/1500, 5-13=-209/277, 6-12=-209/299, 7-12=-1455/1520 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 7-0-0, Exterior(2E) 7-0-0 to 15-5-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=405, 2=566. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss K3 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T23287391 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-nR2LVUt0rRt32rSNn3Yq3z?Oe3mXFJfyj_o7CMzYQUg Scale = 1:29.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 17 18 19 202x4 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x8 2x4 7x10 4x6 4x6 7x10 2x4 4x6 3x4 5x8 3x4 Special NAILED NAILED Special Special NAILED NAILED Special 2-9-2 2-9-2 5-0-0 2-2-14 10-6-0 5-6-0 12-8-14 2-2-14 15-5-0 2-8-2 -1-6-0 1-6-0 2-9-2 2-9-2 5-0-0 2-2-14 10-6-0 5-6-0 12-8-14 2-2-14 15-5-0 2-8-2 0-8-83-2-80-9-01-0-03-2-86.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-9,0-2-5], [5:0-6-0,0-2-8], [8:0-6-9,0-2-5], [9:0-2-8,0-5-13], [11:0-0-0,0-2-0], [14:0-3-8,0-2-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.79 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.16 0.14 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-15,10-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-4-1, Right 2x6 SP No.2 -t 2-3-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. Except: 8-7-0 oc bracing: 11-12 REACTIONS. (size)9=0-6-10, 2=0-7-10 Max Horz 2=186(LC 7) Max Uplift 9=-793(LC 8), 2=-950(LC 8) Max Grav 9=1307(LC 30), 2=1416(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1327/829, 3-4=-4214/2426, 4-5=-3203/1949, 5-6=-2881/1841, 6-7=-3132/1957, 7-8=-4038/2466, 8-9=-1380/858 BOT CHORD 2-15=-357/653, 3-14=-1785/3245, 13-14=-2142/3899, 12-13=-1693/3006, 11-12=-2127/3602, 8-11=-1776/3006, 9-10=-352/596 WEBS 4-13=-989/512, 5-13=-300/790, 6-12=-306/725, 7-12=-882/543, 4-14=-277/536, 7-11=-267/477 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: 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=793, 2=950. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss K3 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T23287391 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:32 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-Fecjjqufbl?wg?1ZLn33bAYZOT6l_mv6yeXhkozYQUf NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 506 lb down and 451 lb up at 5-0-0, and 506 lb down and 451 lb up at 10-6-0 on top chord, and 185 lb down and 105 lb up at 5-0-0, and 185 lb down and 105 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-9=-70, 2-15=-20, 11-14=-20, 9-10=-20 Concentrated Loads (lb) Vert: 5=-188(B) 6=-188(B) 13=-157(B) 12=-157(B) 17=-52(B) 18=-52(B) 19=-76(B) 20=-76(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss L1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T23287392 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-Fecjjqufbl?wg?1ZLn33bAYXyT5t_jA6yeXhkozYQUf Scale = 1:27.3 1 2 3 4 5 6 9 8 711 12 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x8 3x4 2x4 3x8 3x6 3x8 5x8 HHUS26-2 HTU26 HTU26 3-3-12 3-3-12 6-4-0 3-0-4 9-4-4 3-0-4 12-7-0 3-2-12 -1-6-0 1-6-0 3-3-12 3-3-12 6-4-0 3-0-4 9-4-4 3-0-4 12-7-0 3-2-12 0-8-83-10-80-9-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-1], [2:0-2-9,0-5-0], [6:Edge,0-0-13] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.85 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.02 (loc) 7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-6-10 Max Horz 2=223(LC 24) Max Uplift 2=-675(LC 8), 6=-824(LC 8) Max Grav 2=1184(LC 29), 6=2608(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1588/661, 3-4=-1520/709, 4-5=-1520/710, 5-6=-3195/1054 BOT CHORD 2-9=-469/1413, 8-9=-469/1413, 7-8=-804/2623, 6-7=-804/2623 WEBS 3-8=-287/270, 4-8=-452/1129, 5-8=-1662/453, 5-7=-308/1709 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 0-7-0 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 2=675, 6=824. 9) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-16d Girder, 14-10dx1 1/2 Truss) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-0-12 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss L1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T23287392 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:33 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-jqA5wAvHM27nI8clvUaI8O4ihsQ6jAPFAHHEHEzYQUe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 7=-844(B) 11=-277(B) 12=-1057(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss L2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287393 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-jqA5wAvHM27nI8clvUaI8O4dWsVJjDgFAHHEHEzYQUe Scale = 1:24.4 1 2 3 4 5 6 7 9 8 11 12 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x8 4x6 3x8 4x6 2x4 2x4 NAILED NAILED NAILED Special NAILED Special 5-0-0 5-0-0 7-8-0 2-8-0 12-7-0 4-11-0 -1-6-0 1-6-0 5-0-0 5-0-0 7-8-0 2-8-0 12-7-0 4-11-0 0-8-83-2-80-9-03-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [7:0-5-1,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.52 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.11 0.03 (loc) 2-9 2-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-10-0, Right 2x6 SP No.2 -t 2-9-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. REACTIONS. (size)7=0-6-10, 2=0-7-10 Max Horz 2=186(LC 24) Max Uplift 7=-756(LC 8), 2=-915(LC 8) Max Grav 7=1143(LC 30), 2=1253(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1849/1256, 4-5=-1535/1176, 5-7=-1843/1253 BOT CHORD 2-9=-953/1565, 8-9=-962/1583, 7-8=-953/1559 WEBS 4-9=-252/483, 5-8=-258/489 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=756, 2=915. 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) 352 lb down and 274 lb up at 5-0-0, and 352 lb down and 274 lb up at 7-7-4 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: 1-4=-70, 4-5=-70, 5-7=-70, 2-7=-20 Continued on page 2 March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss L2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23287393 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:34 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-B0kU8Wvv7MFevIBySC5XgbdoGGrYSgwOPx0nphzYQUd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-88(F) 5=-88(F) 9=-316(F) 8=-316(F) 11=-88(F) 12=-29(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss PB1 Truss Type Piggyback Qty 2 Ply 1 Job Reference (optional) T23287394 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-B0kU8Wvv7MFevIBySC5XgbdswGvESg_OPx0nphzYQUd Scale = 1:18.4 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x4 3x6 3x6 10-10-0 10-10-0 10-10-0 10-10-0 0-4-31-4-00-1-80-4-30-1-81-2-86.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.28 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 6 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 32 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-11-6. (lb) - Max Horz 2=-69(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-111(LC 12), 5=-111(LC 12), 8=-192(LC 9), 7=-189(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=368(LC 21), 7=368(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-349/535, 4-7=-354/538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 111 lb uplift at joint 2, 111 lb uplift at joint 5, 192 lb uplift at joint 8 and 189 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss PB2 Truss Type Piggyback Qty 2 Ply 1 Job Reference (optional) T23287395 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-fDIsLswXugNVXSm80vcmDpA4QgDyB8HYebmLL7zYQUc Scale = 1:18.4 1 2 3 4 5 6 7 8 3x6 3x6 3x6 3x6 2x4 2x4 10-10-0 10-10-0 4-8-0 4-8-0 6-2-0 1-6-0 10-10-0 4-8-0 0-4-32-4-00-1-80-4-30-1-82-2-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-3-0,0-2-0], [5:0-3-0,0-2-0], [6:0-3-0,0-1-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.44 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=8-11-6, 6=8-11-6, 8=8-11-6 Max Horz 2=129(LC 11) Max Uplift 2=-236(LC 12), 6=-236(LC 12), 8=-129(LC 12) Max Grav 2=290(LC 17), 6=304(LC 18), 8=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/394, 3-4=-258/472, 4-5=-258/472, 5-6=-260/395 WEBS 4-8=-229/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 236 lb uplift at joint 2, 236 lb uplift at joint 6 and 129 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss PB3 Truss Type Piggyback Qty 3 Ply 1 Job Reference (optional) T23287396 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-7PsEZCx9fzVM9cLKad8?m0iDX4UOwafhsFVutZzYQUb Scale = 1:19.9 1 2 3 4 5 6 4x6 3x8 3x8 2x4 10-10-0 10-10-0 5-5-0 5-5-0 10-10-0 5-5-0 0-4-32-8-80-1-80-4-30-1-86.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-8-0,0-0-10] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.75 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=8-11-6, 4=8-11-6, 6=8-11-6 Max Horz 2=-151(LC 10) Max Uplift 2=-198(LC 12), 4=-198(LC 12), 6=-205(LC 12) Max Grav 2=241(LC 17), 4=263(LC 18), 6=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-326/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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 198 lb uplift at joint 2, 198 lb uplift at joint 4 and 205 lb uplift at joint 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss PB5 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T23287397 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-bbQcmYynQHdDmmwX8KfEIEFQQUtlf1sr5vFRQ0zYQUa Scale = 1:32.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x6 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-10-0 18-10-0 5-5-0 5-5-0 18-10-0 13-5-0 0-4-32-7-01-1-82-8-80-1-80-4-30-1-81-1-86.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [11:0-2-9,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.55 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-11-6. (lb) - Max Horz 2=-151(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-211(LC 12), 13=-129(LC 12), 12=-204(LC 12), 9=-122(LC 12), 10=-259(LC 9), 7=-110(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 7 except 13=391(LC 17), 12=310(LC 18), 10=409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-266/255, 4-12=-258/369, 6-9=-182/279, 5-10=-324/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 8-4-0, Interior(1) 8-4-0 to 16-4-0, Exterior(2E) 16-4-0 to 18-5-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 211 lb uplift at joint 2, 129 lb uplift at joint 13, 204 lb uplift at joint 12, 122 lb uplift at joint 9, 259 lb uplift at joint 10 and 110 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss PB6 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T23287398 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-4o__zuyPBbm4OwVjh1ATrRobAtDCOU8_KZ_?ySzYQUZ Scale = 1:32.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x6 4x12 6x8 3x4 3x6 2x4 3x8 3x4 18-10-0 18-10-0 5-5-0 5-5-0 18-10-0 13-5-0 0-4-32-7-00-10-82-8-80-1-80-4-30-1-80-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [4:0-3-8,0-2-0], [6:0-4-0,0-1-15] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.53 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-11-6. (lb) - Max Horz 2=151(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7 except 2=-217(LC 12), 13=-130(LC 12), 12=-225(LC 12), 9=-115(LC 12), 10=-258(LC 9) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 7 except 13=393(LC 17), 12=348(LC 18), 10=405(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-266/263, 4-12=-293/413, 6-9=-185/288, 5-10=-321/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 8-10-0, Interior(1) 8-10-0 to 16-10-0, Exterior(2E) 16-10-0 to 18-5-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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) 7 except (jt=lb) 2=217, 13=130, 12=225, 9=115, 10=258. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss PB7 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T23287399 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-Y_XNBDz2yuux033vFlhiNfKm3HYz7xL7ZDkYUuzYQUY Scale = 1:32.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 4x6 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-10-0 18-10-0 5-5-0 5-5-0 18-10-0 13-5-0 0-4-32-7-01-10-82-8-80-1-80-4-30-1-81-10-86.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.56 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-11-6. (lb) - Max Horz 2=-151(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-198(LC 12), 13=-127(LC 12), 12=-156(LC 8), 9=-161(LC 12), 10=-257(LC 9), 7=-156(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 7 except 13=400(LC 17), 9=323(LC 18), 10=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-267/231, 4-12=-181/260, 6-9=-232/317, 5-10=-323/511 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 6-10-0, Interior(1) 6-10-0 to 14-10-0, Exterior(2E) 14-10-0 to 18-5-13 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 198 lb uplift at joint 2, 127 lb uplift at joint 13, 156 lb uplift at joint 12, 161 lb uplift at joint 9, 257 lb uplift at joint 10 and 156 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss V1 Truss Type Valley Qty 4 Ply 1 Job Reference (optional) T23287400 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-Y_XNBDz2yuux033vFlhiNfKrKHgI7zj7ZDkYUuzYQUY Scale = 1:7.8 1 2 3 2x4 2-0-0 2-0-0 0-0-41-0-06.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.07 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=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=51(LC 12) Max Uplift 1=-24(LC 12), 2=-56(LC 12) Max Grav 1=68(LC 17), 2=63(LC 17), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 24 lb uplift at joint 1 and 56 lb uplift at joint 2. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T23287401 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-0A5lOZ_gjC0odDe5pSCxwstwxhzrsQzHntT60KzYQUX Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.20 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: 14 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=3-11-8, 3=3-11-8 Max Horz 1=119(LC 12) Max Uplift 1=-56(LC 12), 3=-116(LC 12) Max Grav 1=160(LC 17), 3=180(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-186/326 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 56 lb uplift at joint 1 and 116 lb uplift at joint 3. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss V3 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T23287402 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-UMf7cv?IUW8fFNDINAjAS4Q9_5LPbqEQ0XDfZnzYQUW Scale = 1:19.7 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.12 0.19 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: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=192(LC 12) Max Uplift 4=-81(LC 12), 5=-236(LC 12) Max Grav 1=74(LC 1), 4=125(LC 17), 5=367(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-410/184 WEBS 2-5=-370/645 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 81 lb uplift at joint 4 and 236 lb uplift at joint 5. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss V4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T23287403 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-UMf7cv?IUW8fFNDINAjAS4Q6v5JibplQ0XDfZnzYQUW Scale = 1:25.7 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.23 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=266(LC 12) Max Uplift 4=-113(LC 12), 5=-314(LC 12) Max Grav 1=115(LC 1), 4=176(LC 17), 5=489(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-478/205, 3-4=-162/282 WEBS 2-5=-438/749 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 113 lb uplift at joint 4 and 314 lb uplift at joint 5. March 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2649806-PACE-BOBBO Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23287404 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 22 09:27:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:GD21k_OkxBeW6ovNw51gSNz?8u0-yZDVpF0wFpGVtXoUwtEP?HyInVgvKJTaFByC5DzYQUV Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-8-8 3-8-8 0-0-41-10-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.17 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: 12 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 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-0, 3=3-8-0 Max Horz 1=108(LC 12) Max Uplift 1=-51(LC 12), 3=-106(LC 12) Max Grav 1=145(LC 17), 3=164(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-170/296 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 51 lb uplift at joint 1 and 106 lb uplift at joint 3. March 23,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths